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HomeMy WebLinkAbout133 10-30 Seagrove Phase 2 PUDCFN # 5490069 PLAT BOOK 133 PAGE t9l., Recorded 06/06/2025 10:21:47 AM SAINT LUCIE COUNTY Deputy Clerk GOMEZA SEAGRO PHASE 2 P INSTR # 5490069 } P LAT BOOK 19-30 _ RECORDED 06/06/202510:21:47 AMf1 I PAGE C' SAINT LUCIE COUNTY UD BEING A REPLAT OF TRACT A, OF SEAGROVE PUD, ACCORDING TO THE PLAT DEPUTY CLERK GOMEZ.A „ OF 2 KEY MAP THEREOF RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS OF ST. LUCIE NOT TO SCALE COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF SECTIONS 5 AND 69 3 / 4 5> TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA i INDIAN RIVER COUNTY ST. LUCIE COUNTY NORTH THIS INSTRUMENT PREPARED BY o B ❑ ❑ o RONNIE L. FURNISS a ❑ m Q 7y OF, � ❑r ❑ ono o CAU LFI ELD and WHEELER, INC. a O SURVEYORS — ENGINEERS — PLANNERS a 9 7900 GLADES ROAD, SUITE 100 �o N BOCA RATON, FLORIDA 33434 — (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. LB3591 e a %T �7 SITE SEAGROVE/PUD o ® po (PB 121, /PG 14)7 00 s FLGICATION MAP i NOT TO SCALE v NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN' NO CIRCUSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT CLERK'S RECORDING CERTIFICATE: THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. STATE OF FLORIDA COUNTY OF ST. LUCIE I, MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED, LEGAL DESCRIPTION: AND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF THE LAWS OF FLORIDA PERTAINING TO MAPS AND PLATS, AND THAT TH)S PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOKI3!?_ PAGE(S)1q- 30 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THIS ••� " DAY OF —�, 2025. TRACT A, OF SEAGROVE PUD, AS RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN SECTIONS 5 AND 6, a TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA CLERK OF Cl� THEICOURT CONTAINING 80.661 ACRES, MORE OR LESS. MICHELL R. MIL CLERK O IRCUIT COURT SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. ST. LUCIE COUNTY, FLORIDA e CERT1FICATEi OF OWNERSHIP &DEDICATIONS.. I, ,� DRP FL 6, LLC, A DELAWARE LIMITED LIABILITY COMPANY THE OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS "SEAGROVE PHASE 2 PUD-, BEING IN ST. f` , LUCIE COUNTY, FLORIDA, HAVE CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND HEREBY DEDICATES AS FOLLOW S: ,t i 1. ROADWAY TRACT R, AS SHOWN HEREON, IS HEREBY DEDICATED TO THE SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, AS PRIVATE ROAD RIGHTS -OF -WAY FOR THE PURPOSE OF PROVIDING ACCESS AND DRAINAGE INSTALLATION, AND IS THE MAINTENANCE OBLIGATION OF SAID SEAGROVE COMMUNITY ASSOCIATION, INC. ALL STREETS OR ROADS DESIGNATED HEREON AS PRIVATE STREETS OR ROADS ARE HEREBY SPECIFICALLY SET ASIDE FOR THE USE OF THE ABUTTING IN PROPERTY OWNERS ONLYAND IN NOW Y A CONSTITU TE A DEDIC ATION TO THE GENERAL PUBLIC. AN EASEMENT OVER TRACT R AS SHOWN HEREON, IS HEREBY DEDICATED IN PERPETUITY TO THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, FOR THE INSTALLATION, OPERATION AND MAINTENANCE OF DRAINAGE FACILITIES. AN EASEMENT OVER TRACT R AS SHOWN HEREON, IS HEREBY DEDICATED IN PERPETUITY TO ST. LUCIE COUNTY UTILITIES, ITS SUCCESSORS AND ASSIGNS, FOR THE INSTALLATION, OPERATION AND MAINTENANCE OF WATER AND SEWER FACILITIES. AN ACCESS EASEMENT IS RESERVED TO THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE TIME ITLE CERTIFICATION: WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS: STATE OF FLORIDA) 2. A 20' EASEMENT BEING 10' EACH SIDE OF THE CENTERLINE OF ROADWAY TRACT R, AS SHOWN HEREON IS HEREBY DEDICATED TO ST. LUCIE MOSQUITO COUNTY OF PALM BEACH) CONTROL DISTRICT FOR EMERGENCY ACCESS TO CONSERVATION TRACT C FOR THE PURPOSES OF MOSQUITO CONTROL. ST. LUCIE COUNTY SHALL BEAR NO MAINTENANCE RESPONSIBILITIES FOR THE PRIVATE ROADWAYS. THE UNDERSIGNED, JENNIFER LAWTON MARQUINA, A MEMBER OF THE FLORIDA BAR, IN RELIANCE UPON THAT CERTAIN PR4ERTY INFORMATION REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY AS FILE NUMBER a•a.4G6U&DATED 3. SEAGROVE COMMUNITY ASSOCIATION, INC. WILL ENTER INTO AN AGREEMENT WITH ST. LUCIE COUNTY MOSQUITO CONTROL DISTRICT FOR ACCESS AND HEREBY CERTIFY THAT AS OF n'G�""oco 2n2" AT 8:00 A.M.: IZ43S2•t� M�`i LO '20ZlS MAINTENANCE TO THE DIKE ROAD THROUGH CONSERVATION TRACT C FOR THE PURPOSES OF MOSQUITO CONTROL, TO BE RECORDED VIA SEPARATE INSTRUMENT, APR�� ►S O j SUBJECT TO THE CONSERVATION EASEMENT RECORDED IN OR BOOK 2507 PAGE 292. � 7C 2S ! 1. RECORD TITLE TO THE LAND DESCRIBED AND SHOWN ON THIS PLAT IS VESTED IN DRP FL 6, LLC, A DELAWAE LIMITED LIABILITY COMPANY EXECUTING THE CERTIFICATE OF 4. ALL PLATTED UTILITY EASEMENTS (UE) SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, OWNERSHIP AND DEDICATIONS HEREON MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION . OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL 2. THERE ARE NO MORTGAGES OF RECORD NOT SATISFIED OR RELEASED OF RECORD ENCUMBERING THE LAND. NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA 3. ALL TAXES DUE AND PAYABLE THROUGH THE YEAR 202 4 PURSUANT TO SECTION 197.192, FLORIDA STATUTE, HAVE PAID. PUBLIC SERVICE COMMISSION. UTILITY EASEMENTS ARE ALSO DEDICATED IN FAVOR OF ST, LUCIE COUNTY, ITS SUCCESSORS AND/OR ASSIGNS, FOR ACCESS TO, ACCEPTANCE OF DEDICATION' INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES AND FACILITIES INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER LINES AND APPURTENANT SEAGROVE COMMUNITY\ ASSOCIATION, INC., A FLORIDA CORPORATION NOT FOR 4. THE\LAND IS SUBJECT TO ENCUMBRANCES OF RECORD WHICH DO NOT PROHI T THE CREATION OF THE SUBDIV"ISION FACILITIES. ST. LUCIE COUNTY SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT EXCEPT AS SHALL RELATE TO THE SERVICING OF SUCH PUBLIC UTILITIES BY. ST LUCIE COUNTY. MAINTENANCE RESPONSIBILITY OF SAID EASEMENT IS RESERVED TO THE SEAGROVE COMMUNITY PROFIT. DEPICTED BY THIS PLAT. \ - ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION. / DATED THIS \?LIS DAY OF CkNj 2025 1N WITNESS WHEREOF, THE ABOVE NAMED SEAGROVE COMMUNITY ASSOCIATION, INC., A - FLORIDA, CORPORATION NOT FOR PROFIT, J NNI E LAWTON MARQUINA 5. DRAINAGE EASEMENTS (DE) AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY HEREBY ACCEPTS THE DEDICATIONS TO SAID ASSOCIATION AS STATED HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ITS SUCCESSORS AND ASSIGNS, AS PRIVATE DRAINAGE FOR SAME ASS TED HEREON S CAUSED THESE PRESENTS TO BE SIGNED BY ITS PRESIDENT AND ITS COMPANY SEAL TO BE AFFIXED A EY AT LAW EASEMENTS FOR THE PURPOSE OF ACCESS TO AND THE INSTALLATION OF DRAINAGE FACILITIES, AND THEY ARE THE MAINTENANCE RESPONSIBILITIES OF SAID HERETO, THIS DAY OF 0jj 2025. FLORIDA BAR NO, 668230 SEAGROVE COMMUNITY DEVELOPMENT DISTRICT. 6. OPEN SPACE TRACTS AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA NOT FOR PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, FOR OPEN SPACE PURPOSES INCLUDING DRAINAGE, AND THEY ARE THE MAINTENANCE SEAGROVE COMMUNITY ASSOCIATION, INC., RESPONSIBILITIES OF SAID SEAGROVE COMMUNITY ASSOCIATION, INC.. A FLORIDA CORPORATION NOT FOR PROFIT. SURVEY NOTES: 7. PARCEL 1 AS SHOWN HEREON, IS RESERVED FOR DRP FL 6, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THEIR SUCCESSORS AND ASSIGNS FOR FUTURE DEVELOPMENT. 1. BEARINGS ARE FIELD MEASURED AND REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYS EM,<NORTH AMERICAN DATUM i OF 198 3, FLORIDA EAST ZONE BASED ON THE NORTH LINE OF SECTION SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, HAVING A WITNESS: BEARING OF SOUTH 89°49'18=EAST, AND ALL OTHER BEARINGS ARE RELATIVE THERETO. PRINT NAM BY: / • 1 `• e.7 2. LINES INTERSECTING CURVES UNLESS SHOWN OTHERWISE NOTED (R) FOR RADIAL. CERTIFICATE OF OWNERSHIP & DEDICA11ON: PRESIDENT � VES AE N� IN WITNESS WHEREOF, DRP FL 6, LLC, A DELAWARE LIMITED LIABILITY COMPANY HAS CAUSED THESE 3> NOTICE: THIS PLAT, AS RECORDED,IN ITS`GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN PRESENTS TO BE SIGNED BY ITS AUTHORIZED SIGNATORY MANAGER, THIS —a y� DAY OF I�r/ t' , 2025. AND WILL,IN NO CIRCUSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM' OFTHE PLAT. THERE MAY BE I WITNESS: ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. DRP FL 6, LLC, A DELAWARE PRINT NAME7pi►h I�rt� LIMITED LIABILITY COMPANY BY: DRP HOLDCO 3, LLC, A DELAWARE LIMITED WITNESS: / _L LIABILITY COMPANY, ITS SOLE MEMBER PRINT E Gia►lj�r�,lh. Cute-Gl(a SURVEYOR S CERTIFICATE: BY. DW GENERAL PARTNER, LLC, STATE OF ITS MANAGER COUNTY,OF ST�LUCIE ACKNOWLEDGEMENT: WITNESS: .�.� BY: STATE OF FLORIDA) THIS IS THAT -THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF' A SURVEY MADE UNDER � I N R MY PRINT NAME V��. f� NAME: HOUDIN HONARVAR COUNTY OF ) RESPONSIBLE DIRECTION AND SUPERVISION AND/THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY F NOWLEDGE AND BELIEF AND TITLE: AUTHORIZED SIGNATORY THAT PE RMANENT'REFERENCE-MONUMENTS (P'R.M.'S)/HAVE BEEN SET AND jTHAT PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT THE*OREGOING IN T UMENT WAS ACKNOWLEDGED BEFOREME BY MEANS OF �HYSICAL PRESENCE OR ONLINE NOTARIZATION, THIS CORNERS WILL BE SET UNDER THE GUARANTEES POSTED WITH THE ST. LUCIE COUNTY BOARD ,OF COUNTY COMMISSIONERS FOR THE ,Z� DAY OF 0. 2025, BYTiL 8eP1' I, PRESIDENT, ON BEHALF OF SEAGROVE COMMUNITY ASSOCIATION, INC., A FLORIDA REQUIRED IMPROVEMENTS, AND FURTHER, (THAT THE SURVEY DATA COMPLIES WITH ALL OF I' PE�REQUIREMENTS OF CHAPTER 177, ACKNOWLEDGEMENT: CORPORATON NOT FOR P OFIT, ON BEHALF OFTHE CORPORATION, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED FLORIDA STATUTES, AS AMENDED, AND IN ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED' WI HIN CHAPTER 5J-17, FLORIDA STATE OF NEW YORK) AS IDENTIFICATION. ADMINISTRATIVE CODE, SET FORTH BY THE FLORIDA BOARD OF YOBS AND MAPPERS PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ORDINANCES OF ST. LUCIE COUNTY, FLORIDA. THIS DAY OF APRIL 2025. / COUNTY OF NEW YORK) WITNESS MY HAND AND OFFICIAL SEAL THIS 2a+h DAY OF Q 2025. i THE «OREGOING IN TRUMENT WAS ACKNOWLEDGED BEFORE ME BY MEANS OF A PHYSICAL PRESENCE OR _ONLINE NOTARIZATION, THIS •i N DAY OF tI 2025, BY f{blldlll Mnnarvn,i* AUTHORIZED SIGNATORY OF DW GENERAL PARTNER, LLC, AS ll —? 1 L. 3 MANAGER OF DRP OLDCO 3, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE SOLE MEMBER OF, DRP FL 6, LLC, A DELAWARE LIMITED LIABILITY T ��- ✓✓✓CC�JJJ COMPANY, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION. COMMISSION NO. & NOTARY PUBLIC, ST OF NEW YORK SURVEYOR _ f EXPIRATION DATE —-RONNIE L. RNI Y :14-2q I WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF Apr] I , 2025. PROFESSI GINA JOLLY �� - FLORIDA. / PRINT NAME: no-, G r1 `' Notary Public - State of Florida OIGZDO.i�i$S(1 € ., ry - CAULFIELD AND WHEELER, INC :� Commission K NH 663�46 SURVEYORS - ENGINEERS - PLANNERS COMMISSION NO. & NOTARY P LIC, STATE OF NEW YORK (' JOSEPHINE G CIMINO '`'`' My Comm. Expires Apr 19, 2029 i EXPIRATION DATE NOTARY PUBLIC STATE OF NEW YORK 7900 GLADES ROAD, SUITE 100 � 5'zoZ,S RelgistratiofiNo. DICI00265S1 (561)392-1991 .��.. ,:. \ ^ Qualified in Nawu County CERTIFICATION OF AUTHORIZATION NO. LB 3591 PRINT NAME: Ji11f1C (.�. G1171U'10 My Commission Expires %'�� 2e Z 8 i I PLAT BK 133 PG 20 THIS INSTRUMENT PREPARED BY PLAT BOOK SEAGRO PHL4 SE 2 P UE ' RONNIE L. FURNISS KEY MAP OF PAGE LO CAULFIELD and WHEELER INC. NOT TO SCALE SaE OF 12 SURVEYORS ENGINEERS -PLANNERS VE T2 BEING A REPEAT OF TRACT A, OF SEAGROVE PUD, ACCORDING TO THE -PLAT 7900 GLADES ROAD, SUITE 100 3 THEREOF RECORDED IN PLAT BOOK PAGE 14 PUBLIC RECORDS 0 S 4 5 121 A F T. LUCIE � BOCA RATON, FLORIDA 33434 - 561 392-1991 COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF SECTIONS 5 AND 69 CERTIFICATE OF AUTHORIZATION NO. L83591 NORTH TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA ,9 10 �11 SEAGROVE PUD' PB 121 PG 14 II NOTICE. THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, YS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. i SEA(;HUVE COMMUNITY Y UEVELUPMEN I DIb I KIC I, A COMMUNITY DEVELOPMENT \/ DISTRICT ESTABLISHED IN ACCORDANCE NTH -CHAPTER 190, FLORIDA STATUTES: SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES, ACTING FOR ITSELF IN MATTERS RELATING TO CERTAIN INFRASTRUCTURE IMPROVEMENTS, HEREBY ACCEPTS THE DEDICATIONS AS SET FORTH ON THE WITHIN PLAT SPECIFICALLY DEDICATED TO SAID DISTRICT PROVIDED HOWEVER THAT ACCEPTANCE CERTIFICATE OF APPROVAL OF THE COUNTY ATTORNEY OF SUCH DEDICATION AND OF THE OBLIGATION TO OPERATE AND MAINTAIN SUCH FACILITIES IS EXPRESSLY CONDITIONED UPON (1) COMPLETION OF CONSTRUCTION OF ALL WATER MANAGEMENT SYSTEMS IMPROVEMENTS FOR THE PHASE OF SUCH SYSTEM IN WHICH THE QI,' DEDICATED TRACT AND EASEMENT ARE LOCATED IN STRICT COMPLIANCE WITH BOTH THE APPROVED PLANS FOR, AND REQUIREMENTS THIS PLA APP OVED FORM, THIS ---�-- DAY OF 2025. FOR ALL REGULATORY AUTHORITIES EXERCISING JURISDICTION OVER, SUCH IMPROVEMENTS, AND (II) COMPLIANCE WITH ALL SURFACE Y WATER MANAGEMENT SYSTEMS TURNOVER REQUIREMENTS RELATING TO SUCH FACILITIES, AS SET FORTH IN THE POLICIES AND PROCEDURES MANUAL FOR SAID DISTRICT DOES NOT ACCEPT ANY OTHER RIGHT-OF-WAY, EASEMENTS, TRACT, OR OTHER INTEREST IN CERTIFICATE 0 APPROVAL OF THE BOARD 0 COUNTY - I E DEDICATED TO THE PUBLIC TIFI TE F A P L F NAME: DANIEL MCIN it REAL ESTATE OTHERWIS HEREBY CONSENTS TO PLATTING OF THE LANDS HEREIN, DATED THIS� 2025. '2DAY OF _ a' COMMISSIONERS �-�-- COUNTY ATTORNEY ATTEST: THE SEAGROVE COMMUNITY DEVELOPMENT DISTRICT IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE BOARD OF ST. LUCIE COUNTY, FLORIDA COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA, THIS +r' DAY OF 1M ckCSrls 2625. WITNESS : _ _ _ CERTIFICATE OF APPROVAL OF THE COUNTY ENGINEER PRINT NAME J'Vht, 'A�y% CHAIRMAN OF SUPERVISORS NAME: JAMIE FOWLER I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM SUBDIVISION PLATTING REQUIREMENTS AS SET FORTH CHAIR P RSON BOARD OF COUNTY COMMISSIONERS IN SEC ON 11.03.03 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE, APPROVED THIS 22 DAY OF 5. WITNESZ): _ WS SECRETAR T. LUCIE COUNTY, FLORIDA PRINT NAME /R�/ ' BOA D OF SUPERVISORS CERTIFICATE OF APPROVAL OF THE PLANNING AND DEVELOPMENT N EADAN !/ZRALLACK, P.E. SEAGROVE COMMUNITY DEVELOPMENT DISTRICT, A COMMUNITY DEVELOPMENT SERVICE DIRECTOR cou cINEER DISTRICT ESTABLISHED IN ACCORDANCE WITH CHAPTER 190, FLORIDA STATUTES IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE PLANNING ST. LUCIE COUNTY, FLORIDA ACKNOWLEDGEMENT: AND D L MENT SERV I TOR OF ST. LUCIE COUNTY, FLORIDA, I THIS -� DAY OF� 2025. CERTIFICATE OF APPROVAL /OF� THE COUNTY SURVEYOR STATE OF FLORIDA COUNTY OF ST. LUCIE 1 HEREBY CER_71FY THAT THE UNDERSIGNED SURVEYOR AND MAPP�RDUL`YLICENSED IN THE STATE OF HEREBY CERTIFY THAT ON THIS DAY, BEFORE ME, AN OFFICER D-1LY AU 0 17� D IN THE STATE AFORESAID AND IN E COUNTY NA NJAMIN BALCER FLORIDA HAS REVIEWED THI7 S PLAT FOR NFORMITY WITH E R QUIREME ITF OF CHAPTER 177, PAET 1, AFORESAID TO TAKE ACKNOWLEDGMENTS, PERSONALLY APPEARED (Z �-��% _, CHAIRMAN AND oc.r�_ auve1' FLORIDA STATUTES. APPROVED THIS _ — DAY OF 2025. SECRETARY ON BEHALF OF THE SEAGROVE COMMUNITY DEVELOPMENT`DISTRICT. PLANNING AND DEVELOPMENT SERVICE DIRECTOR THEY ARE [VfPERSONALLY KNOWN TO ME OR [ ] HAVE PRODUCED AS IDENTIFICATION: ST. LUCIE COUNTY, FLORIDA GiW WITNESS MY HAND AND OFFICIAL SEAL IN THE COUNTY AND STATE LAST AFORESAID THIS 20 44DAY OF 2025. NAME: ALEXEY GILEV P.S.M. , I COUNTY SURVEYOR ST. LUCIE COUNTY, FLORI// DA COMMISSION NO. & N TARY PUBLIC, S ATE OF FLORIDA EXPIRATION DATE �{-(g 2-9 I i►�r GINA JOLLY Q- jot 1 Notary Public • State M Florida PRINT NAME: �L CommisSlon # HN 662746 �. a n .•• AtY Comm. res Expi Apr 19, 2029 I i PLAT BK 133 PG 21 � l33 THIS INSTRUMENT PREPARED BYSEAGROVE PHASE PUD PLAT BOOK I RONNIEL. FURNISS PAGE OF CAULFIELD and WHEELER, INC. BEING A REPLAT OF TRACT A, OF SEAGROVE PUD, ACCORDING TO THE PLAT Cl IR1/wnQc / MINKiccQc — ci AKIKIMc THFRFOF R(`nRnFn IN PI AT POOV 1171 Per`P 1 d PI IPI I(` QPrrnQnc nP cT I I lr%IC SHEET 3 OF 12 __. _.......__.._ . _......_.... 790LYING IN AND BEING A PORTION OF SECTIONS 5 AND 6 �•� 'll �0 GLADES ROAD, SUITE 100 COUNTY, FLORIDA, BOCA BATON�FLORIDA /33434 — (561)392-1991 TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB3591 � I { UNPLATTED LANDS INDIAN RIVER COUNTY LIMITS A PORTION OFSECTION SOUTHEAST CORNER SECTION 31, TOWNSHIP 33 SOUTH, RANGE 40 EAST TOWNSHIP 33 SOUTH � , THE NORTH LINE OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST 31, FOUND 3/4" IRON PIN (BASIS OF BEARINGS) RANGE 40, EAST AS REPORTED ON CERTIFIED S89'49'18"E 371.38' PLAT LIMITS CORNER REPORT #076284 31 32 � � 410.42' , SET PRM SET PRM 5 300.15 S0010 42 W .STATE PLANE COORDINATES FOUND 4"X4" THE NORTH LINE OF SECTION 6, 22.47' FROM CERTIFIED CORNER RECORD NORTHWEST CORNER TOWNSHIP 34 SOUTH, RANGE 40 EAST SET PRM #076276 POINT OF SECTION 5, TOWNSHIP �I CONCRETE MONUMENT ENT PC N=1172307.909 BEGINNING I 4 �& SURVEY DISK =8 74 .1 N=1172307.88 3 SOUTH, RANGE 40 / E 61 5 72 STAMPED "PRM LB3591" E=861745.12 I` EAST N=1172310.32 _ , E=860963.33 / \ ,•13,58„W 14871 7 S .9 I � 1.35 � \ 578 SF moo•• Q�9 —� \ d=48.43'37" 7762 C Q \ ry.`y' .� L=49.33' ��\ QQ, O�, W v o \ 8 S 5 O x N77.1,58E 57713 'S�9. 3 N 33.00 ours uj S � N ,1� 10 \ 102� SF ' i i � OO'3 i \\ 'Lp..-- L'A %� I WETLAND �� o� A c.r \IN, v 576 939 SF 1 25' log 0 1 R=25.00 % •0 0-25 L,--78'10'S2" / �`: VQ 17.065 AC L=34.11'•5g"W ni o N /V 577�13 .a CA c -p 'E 5 PLAT OMITS Nw U 5 1 /F 1 33' ,1�„W 103'68 , o N41 i o, 92g6 S I, 33' 1 W G •� 305SF , Nj7� ° rn 02 0 4180 f= 1Tj caw o, 76' N �Z O� 2 �'W 102 'co o ccr 574 SF O S 2 5.551 w Lp 5384 PRCcn I cn 1 V 0 I\ -o o Z s7 304 F /� ZMnTART OF THIS PLAT Q W -n o 2a6$ 5 2, N y �, 3.12, "� SET PRM CONSERVATION o o \ w o 0 14„W 1p2'1 o n 13 Sa„W 15 t 1r_- I 0I , _� TRACT A `� GRAPHIC SCALE p O� 4 575.55 303 , , 5�7• �,4:80 - to,-, w (PB 121, PG 14) Z Z 40 0 20 40 80 7t1� G 0 �� 2g50 SF r, w ^Lo o d• I� a a 513 N a �„-o?�� a'• (ORB 2507, PG 292) � I11173 y 2 �z o „W 1p1.41' , N 25' �. 75a3 SF a! a Il' 7.231 AC _ N N S75.551302 �6" 25 \ r �� 66' �Ri `'J—�� jQ o I o (IN FEET ) CP i» 1g7 SF ,1.55' �� . 12°� o U cn cn INTENDED DISPLAY SCALE: N 4 �V-17 68 �w ,�7"E „ » M •q- 't 1 INCH 40 FEET --� ' Ri 25� . 9� cL 0-25 ►� "� 'p �12„W 1o°•84 ( \ N= N11• �Z620 �17.065 AC 1 / fY .r cn N T _R=50,00 orn o \ 57 SF� p N I o A110 40 14 0. 1 cr O 0 v L=9.31� F � co Sri l p O 6 -pl.cr. '6 97 5 ��, �� °o � ��, ,�, - v R=l 41.25 z z I� 1 0 �, ,00E •p- 5°�9 \ 0��1 �25 s�s �`�s/ a=45*09'13" F_ Q. Lu �' �- �w. N65�5 ��,28.°, �,56 �o L =111.32' N Ln �N �� �� sF 5 n,o s6�2 / CD-108.46' L_ I 7P J1 9 5 0 0 � � 8 eg " . 32 571 � SE PRM " LEGEND/ABBREVIATIONS o 2 E o 01 \ sF , �� f3=S48 43 01 E w I w S� 000 0 �'Pl.cp ��5 ©° LY ��2$ 7167 DO V, `� CC z z ' q - CENTERLINE \ �� 's oo. N6 ti995F kj5 \ o\ 125 sss, so�1 N� oN. -DELTA (CENTRAL ANGLE) i-- ►- AC - ACRES 0, �� ✓ oos • 59 9 v < �,� <�� � fF, �- / a CB - CHORD BEARING -P% -p t 6_' 'c ,p5 w CD - CHORD DISTANCE ,p o N6c�15 T3 �� so ocsoo 00, o�s�. �g� ✓ ��o DE -DRAINAGE EASEMENT $ �s o o m .o ` a C�� sue, I E= - STATE PLANE COORDINATE EASTING �� �� Z9 SF �z, o �� oo, �� o. v 570 L - ARC LENGTH O N'c J `�o. t�2$0 1 `Rl °� J'�s v\�� v�� V. 7167 SF , L� s�.�S� I ' LB - LICENSED BUSINESS O O S � O cP _ 6 � � � sz O LME LAKE MAINTENANCE EASEMENT —`O �, y 1%��,, SET PRM �� �. oa. fY 1�'165g� �� moo F F ar; r3. p\� �� �\ I PNT LSE -LIFT STATION EASEMENT o �-� 'Sb P >; n `sz n <�� N= -STATE PLANE COORDINATE NORTHING \ O ORB - OFFICIAL RECORD BOOK OS - OPEN O O v �� �91 5F �6 ^ ` `�d'�<``ubl.`q\`?d� �`�S'�O� o`�=Sl\ p1�� 71669SF p0 ,5��. I R=305.00 PB —PLAT BOOK SPACE PC - POINT OF CURVE \ y % Z 0 < % �� ollv ��° �� \ ��'�• a \30 632 L=1.40.29 PCC -POINT OF COMPOUND CURVE 6� SIN %v\\ siIQ. 50 ,gyp \4 tK o �928 15 J �.� / POC POINT OF CUSP �z p y► -Q 90, �, 9- `9; �g`L 'v 0 SF rot `��. •"� 568 0 3 PRC - POINT OF REVERSE CURVE p0 , 1'��b Off' S J �``6' S,, ^�°' 7167 SF `° S�0 T8 PT - POINT OF TANGENCY v�csi'cr o •ti s o3 ���,i`l O� 'L6 r� ,p'5 01 Ov's�: S6L;� `SD' / PNT - POINT OF NON -TANGENCY 'S ✓ 1p0' `�� •g°�'�`� `L� a``�.Ro �� \ rw po �2�F SET PRM ' PG - PAGE 9 g`L Iq 5F 06 c' .6' . ,^�' SO / I PC R -RADIUS 6 °` �� �.o p 567 ryh p�. 2? :`� 6612 SF �86. (R) -INDICATES RADIAL LINE u' ti 4 _ ,•�h _ RGE RANGE N _ _ o�� ��ti�p �90 SF �p �o ssjs ,' �� s` oo • I SEC - SECTION O� o,°'' h •03.� �'` h' 40 �SF�SQUARE FEET F f \ 0. 6250 SF '�� S.M.T.- WATER MANAGEMENT TRACT �� <\ 308. / TWP`-TOWNSHIP 26 S h ti I ` UE - LI 7 , S � o -4 UTI TY� EASEMENT 5 7 to 0 j •�6,, •s0, �`), \ „;� h• I\ R •64, WMAE -WATER MANAGEMENT ACCESS EASEMENT 5 ^ 565 ®PRM - DENOTES PERMANENT REFERENCE MONUMENT © 3p2\ 6250 SF ,�ps3 p5/8" IRON ROD WITH CAP STAMPED MA CH 1�11rE SHEET �,� \ �`ti �s po ���� 3.. C&W PRM LB 3591� j 564 ^ryh' 6 pp - DENOTES PERMANENT CONTROL I POINT 6250 SF NAIL WITH WASHER STAMPED LB 3591" ��`� ®- DENOTES SET 5/8" IRON ROD WITH PLASTIC CT \ ^ �h' ID STAMPED C&W LB 3591 563 -DENOTES SECTION CORNER � ' ` SF .�?2 O• � 6342 SF r� "�/ / � s'6,h° H­DENOTES 1/4 SECTION CORNERI 00, J PLAT BK 133 PG 22 I THIS INSTRUMENT PREPARED BY j ROWE L FURNISS 1 / ;/OF CAULFIELD and WHEELER, INC. SURVEYORS -/ ENGINEERS - PLANNERS 7,900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 - (561)392-1991 AGR VE SE u PHASE P UD BEING A REPEAT OF TRACT A, OF SEAGROVE PUD, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF SECTIONS 5 AND 69 TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. UCIE COUNTY, FLORIDA I CERTIFICATE OF AUTHORIZATION N0. L63591 UNPLATTED LANDS ' A PORTION OF SECTION �'? Tnwnicuip _�7 cni iTu / 300.15' PLAT OMITS i i I �I NOT PART OF THIS PLAT CONSERVATION TRACT A (PB 121, PG 14) I (ORB 2507, PG 292) 7.231 AC i I H� 1 W i LLV- WETLAND "A" � I SET PRM i i I 1 R=305.00' I A-r-26'21'12" L=140.29' PLAT LIMITS o N44'45'55"E Ld i 28.40 SET PRM SET PRM PNT N90'00'00"E 118.15' _ 0-25 17.065 AC SET PRM RANGE 40, EAST PLAT OMITS NDIAN RIVER COUNTY WITS S89'4326"E 1019.04' THE NORTH LINE OF SECTION 5, TOWNSHIP 34 SOUTH, RANGE 40 EAST R=1015.44' A=21'37'13" L=383.00' L=57.03' L=57.03' L=57.03'» » » L=66.63' L_57.03 » p=3'13 04 p=3'13 04 p_3'13 04 d=3'45'34"=60.87, R=1548. 0-25 p-3'13-p4 N A 3'2645" L=49, 90' d=16'34'51" 17.065 AC 28 0 d_ • 1T L=448.23' 2.'52» ,38» cn o 149'07" L=50.00' D�1158 �1.32 36, N z o o d=1'50'59" L=50.00' L-27' ni o o h d=1'50'59" O O O N .� (r� r- Ui tfj n - 06, 6 o 0o rTi 513 512 o o r'' U; 6690 SF 6690 SF 511 ,n o ^ , ��, �' 515 6690 1SF N W 7758 SF �o 510 N N oo cc 0w 516 N 6690 SF N P, c o � 15403 SF 509 N o s 1 SF o �N DE 619g SF 508 L6 0` 8 cn cr o 0 o w 0 0 0 � 7 5, 6503 SF 3 507 ^0,50a o o z f ^ 6503 SF cs d_ 0,06, 517 ;0 31 0 o. 5$' S2» '' » p=3'13'05" _ A=3'13'04" ,. gym" io iloo o Rs• 9439./SF �.11' ' p=3'13 04 - A=3'42'00" ' f L=3.17, cn o !r' ttlr �`/ 20 3'13,p4_ L=50.01 L=50.01 d- " z cn �, 1.- -� , » p= L=50.01 L=57.50' _ 3'29 45 o I PLAT BOOK PAGE I SHEET 4 OF 12 1 0 0� �`O S93 1323$--L=50.01 L=54,33 d= ., N Z o• o' a .pii'' g9'� R=890.44 p=21'36 38 L=335.85 1_,4�2 41 0 �o^s �' L=23' L=50.00' --�d!T50'59•, /`� L=54.04 1'S0 59 V _ ' • , ,� ACT N R=167=54.04,., p S D�� R=865.44 p=21'36 38 L=326.42 R -_.._ M ` � �5cr-- CB=S89 28 38 W CD-324.49 �-- _� _ 3.90 d=16'03'46 ,, SPANISH CEDAR PLAT R=1ssa.so. " 00 518 'i' D / - L=469.28' .-- 9439 SF J ��6� d=16•03'45" �E CB=SBT » L=476.28' �t / /' 0 R=840.44 p=2136 38 L=316.99 44 55 o w e}- rk� `n R=16g�- E CD=474.7 ' S69• p=23'04'26" L=58_75' L=66.25' " CB=S 0, d, 11'23'S6'--2 0' L=50.34 O'S ��ti L_58.75_ R_ 85 25 00"E 37.99 "' GOB .100 a8/ E=67:9T » -- p 4 00'18" A=4'00'18 0=4' 0 59"- QL � 5.2g 1723.90' d=9.42' " 43' o j CD=337. 12500, / p� �0,,�� �; / p 4.3g'02 I I 270150.00' 39 L=292.18' N (R) / i^,��` ,p0 �_ o + d=0.05'41" d_1.3g. 2=5=0, ~ co oo �.o�' o�' to I L=2.85, d=1'39'43'' -=�- �•00' � o N d-1'39'43 I Z J a 519 p=18'S6'05" oo�i' v / N m N N I o I ui ^ L-41.31' �� t° �` 598 599 `v Of 8868 SF � o / co 597 � � oo 6797 �SF 7735 SF �"co I 600 TRACT 0-11 �-° 3 7939 SF N w O 7813 SF 4, g to N o it 0.290 AC/ i� °' 651 01 `n o o � .N 6 SF 60 N '00 Of � 2 NORTH 0o S88'23'30"E 125.00' rn 25 25' / o co --DE N W 6477 SF 603 00 ` '- �. o o !� 3 6477 SF I Z to z w GRAPHIC SCALE o ,"� I d= O'04'31 " 6Mo o O 520 0 " A=4'00'18" A=4'36'22" I L=2.43' Z 40 0 20 40 80 0 6250 SF I O -_ p=5'28 08r ram, PC L=68.29` / L=50.01 L=57.52' d=4-21'38" con o W ►` Ln ,0 d �r U N88'23'30"W 1`25.00' -- - L=54. :._ 45 d=1'40 W I 52 " ^ � ^ ^ . SET PRM o R=715.44' A=18'26'25" L=230.26' ' z N N Q N I 1�y ; SET PRM- L=54•25' d=1'39'43" �'`I (IN FEET ) S88'23'30"E 125.00' .-CL ^ \ LME o PRC 3 0 596 b '? - R� L=53.63' d=1'39'43" O Ix tY r< I 7187 SF / /� Q 3 �- N "•1848.9 ' L=53.63' INTENDED DISPLAY SCALE: 0 521 !o 00 0 0 ;n o � � QO �-t` 4�6�3 fi'41" L� �..".... 1 INCH = 40 FEET to 6250 SF213•34' oo' I o ;° U CO;° W iD I _ / �R=33.00' 04 o ' •'� `l o as I o V o �84'04'38" I� �- U'= N �20' L=48:42' N88'23'30"W 125.00' _ PLAT LIMITS S88'23'30"E 125.00' Z ar`o i� co Q 6� �M 00 c6 N 595 ° O 522 25' 25' 8270 SF N PT LLv-- r- D 7013 SF , » I » - 20' Cw'q II U D--5 34 13 a-7- 53 55 p7 53 55 SET PRM w L=31.60 I L=37.91' L=20.68' � ' " 125.00' (R) I .42,34»E 125.00' (R) I LEGEND/ABBREVIATIONS N86 0217E I N83 ,�• I - AR DEL(CENTRAL ANGLE) AC - ACRES d=8'49'24" ' 0 CB CHORD BEARING v 523 L=50.05' O. \ I CD - CHORD DISTANCE p=19'11'17" 594 �19*11'17" \\ DE - DRAINAGE EASEMENT � it 7459 SF ' 8896 SF L=50.23' 0 I E= - STATE PLANE COORDINATE EASTING N \ L=92.10 c� L -ARC LENGTH o o \��;•. LB - LICENSED BUSINESS N O a_ v I LME - LAKE MAINTENANCE EASEMENT Z� » v \ 0� `Rl o�o���S�3 NOT PART OF THIS PLAT LSE _ LIFT STATION EASEMENT 7.1252 W �� w, v �R, 1`Z�' p�� sr�;00 LAKE TRACT 4 I N- STATE PLANE COORDINATE NORTHING " o S7 o -► �� c!; \ O. sr `L I ORB OFFICIAL RECORD BOOK N o o�o v cr '� • �� O Oi S (P B 121, P G 14) I OS - OPEN SPACE CO 5.447 AC PB - PLAT BOOK 524 593 �O' Q� 'A I PC - POINT OF CURVE s a 7459 SF w. a a, \ ! \ �? 8827 SF PCC - POINT OF COMPOUND CURVE Ri cs �� � 4�� ``s 125 00 < ��w % ��� ��1 �S�Rs' \\, POC - POINT OF CUSP N w o' B»� �� �cs �� sr."�o Wes. \v�� �00 OSti �t�� I PRC - POINT OF REVERSE CURVE 00 s N68 2� 2 \ o as C� <����'PT - POINT OF r\ �, c3: \ �`O, r� I PNT -POINT OF NONE TANGENCY N�' 525 �\ lO�o, 11,% ,00 592 . `�, a��l�� \\ �� PG _PAGE RADIUS 7459 SF ���� �h0 6510 SF 00 �SR�S?�1) R INDICATES RADIAL LINE 5°c ti� O ( RGE RANGE l \�� Op L� v\\<\\`so O '` JF' ��. SEC SECTION_ F, h •'�\\ SF - SQUARE FEET 0-25 ,� �s. J ; la���S K°c ! \ PLAT LIMITS S.M.T._ WATER MANAGEMENT TRACT 17.065 AC o-'�= �1SOo os1 �� 591 1 �``��\Ss�q TWP TOWNSHIPS 6510 SF S 6' UE -UTILITY EASEMENT S5g 526 Q !�� �S O' 00 �S- ,LO I WMAE - WATER MANAGEMENT ACCESS EASEMENT 7459 SF `�i �\ S?�O , 0. �®PRM DENOTES PERMANENT REFERENCE MONUME T O l �� 5/8 IRON ROD WITH CAP STAMPED SET PRM �� O� �`�� �sr ��� C&W PRM LB 3591 ! �. ss ! MATCH LINE SHEET 7 " 1 "� ��cP. DSO D� �\�r, `'O �O. `�� \\`�q'�O ��� 590 `�1 Q - DENOTES PERMANENT CONTROL POINT 00� �� •tk��0 /O`'��,�°' �S c'3,,0300'S\ �D°� 6510 SF NAIL WITH WASHER STAMPED LB 3591" O. O ,, 1 DENOTES SET 5/8� IRON ROD WITH PLASTI I 527 `; `� CAP STAMPED to C&W LB 3591" i � Q 6809 SF �p0 !�`, p\\ �� ►�j - DENOTES SECTION CORNER � p fro S2 sr• g 1111"IIII _'DENOTES 1/4 SECTION CORNER OS` PLAT BK 133 PG 23 I PLAT INSTRUMENT PREPARED BY BOOK THIS I RONNIE/L. FURNISS [ID P AGL-� / OF SEAGRO PHASE 2 CAULFIELD',and WHEELER, INC. BEING A REPEAT OF TRACT AOF SEAGROVE PUDACCORDING TO THE PLAT SHEET 5 OF 12 SURVEYORS - ENGINEERS - PLANNERS , , ,7900 GLADES ROAD, SUITE 100 THEREOF RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS OF ST. LUCIE BOCA RATON,; kORIDA 33434 - (561)392-1991 COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF SECTIONS 5 AND 69 CERTIFICATE OF AUTHORIZATION NO. LB3591 TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA UNPLATTED LANDS A PORTION OF SECTION FOUND 4"X4" PLAT LIMITS 32, TOWNSHIP 33 SOUTH, CONCRETE MONUMENT INDIANf RIVER' COUNTY LIMITS RANGE 40, EAST & SURVEY DISK \! S89'4326"E 1019.04' STAMPED "PRM LB3591" N\ 76.09' 723.91' I o O 0 THE NORTH LINE OF SECTION 5, ' TOWNSHIP 34 SOUTH, RANGE 40 EAST CA 17.0655AC -` m \SET PRM R=1548.90' A=16.34'51" L=448.23' L=49.68' I SS I p L=50.00' 1 L=49.68' " v' =1'S0 59 L=50.01' L=50.00' L=49.69 A=1.5016 •cis, A=1'S0'59" A=1'S0'S9" A=1.50'17" A=1.50'16" Sit 56+�, �o- / MEAN HIGH WATER LINE ZPARTTHIS PLAT cn cn SE,T PRM .01'10"W 128.00(N.G.V.D. ELEVATION 0.7N80 57' (MAY 15, 2003) SURVEY BY ATION cn N O o S83 04'W 145 CULPEPPER & TERPENING INC. TRACT C ^ o �, o o , N88'39'28"E N85i0'06"E S80 46'37"E (ORB 2507, ) PG 292 N o Ili o W S�� R� PLAT LIMITS 37.00'NE 31.35 28.93' N8o•s 7'o4"w (PB 121, PC 14) 506 Sri `� m �i 02 r*' l501 m �X �S- SET PR 145.60'505 504 503 \5 - �6528 SF •42'42ET PRM ET PRM S7 , w 6503 SF 6503 SF 6461 SF �� 6461 SF N N As ^ N$0 , 7�/C 6503 SF 3 N N �, �' ` �� pRM 39•g2 47125 f S85'29'S0" n � o �, \ �4.0�, SET$6.09 S E S8135 o � � .. R=325.00' � 5�4�45'4\ " \48;95' SET PRM SET PRM �_ --_._ 55.84 38• 20 ESs o A=2.51'33" O E .20'45"E _ R=50.00; ,.�� ____ �82.50'11� 179. ' 35' 4'39' 4� z N N M L=16.22' t�183 Ar33 56 44, 93 S,Ss F 00'1448"E o L=29.62 N 2.75' =1'S0'59" " A=1'19'07� �� 35 �, SS>• / \ L=54.04-=1'50'59"- A=1'S0'S9"-A=1'S017 --=1.5016 7 �. v S7 50• p�, L=54.04' L-54.04' L=53.70' L=53.69 L=38.52» N/ 0-25 '`� O 8• 57LE gp0 �J'b R=300.00' A= 310 51 cn o R=32 17.065 AC ? ?� �. I �O M o w R=1673.90' A=16'03'46" L=469.28 L_16.66 \o, U, a; S.pO� TRACT R R=1698.90' A=16.03'45" L=476.28' 4g• �10� �L� `'S01 t D; �) SPANISH CEDAR PLACE cB=s85. 48' 45"W CD=16.65 a, s2 .��, M o: N Lu -------- - _ CB=S87.44'55"E CD=474.72 -- _ - N �'.r.�, 4�'" �'` O`�` �`'� Q' ^�`'� �'�' 00 R=25.00' i') 2 can R=1698.90 A=4.39 50 L-138.29 cnAN o ? R=1698.90' A=11.23'56" L=337.99' ��26 �'�Ov �:� .��L� A=21'43'33" I vm n�m CB=S85'25'00"E CD=337.43' -_ _� CB=N86'33'07"E CD=138.25 Sg2-� 0 \�S L=9.48 3 O R=1723.90' 3'04 26 \ o A=9'42'39" L=292.18' '"' i\ R=1723.90' A= 1 � � � •Op, ,Q\ �o� � O L=50.of L=89.32' (� o L=92.48 / I NORTH A=1'39'43" A=2'58'07" N R=275.00' / /' ��� acun) Off. � cc.. A=3.33'41" 25.04' 25.04' R=25.00' ,� / \\ j, � � .�I 1'..1 R �25.00, 50.09' �86`40,22 L=17.09 PNT` ��j, n��,Q ry W o o A=90 02 57� N87.14'S1"E L-37.82 \ G C7 GRAPHIC SCALE N L=39.29 \ \� < �'� o SET PRM 40 0 20 40 80 N ,p\ �``�\ \Fq �� ��s°ti PLAT LIMIEn 604 w 6477 SF w OX p� �F�o w (IN FEET) . I o rn w INTENDED DISPLAY SCALE: M \/ �0�� 1 INCH = 40 . FEET Lo ►•o z o _ <%� A=1.39 43" V L=53.63' SET PRM Pc R,-150 <��\ SET PRM SSA; 00� �� Z� s� PNT ate% gyp\ \ o' R=1848.90' 6�1A \�_�`�, \ 26y O' °- �0'07 51 \ 1 C'o. �' �� s SET PRM w L=4.22' �� \ \ PT °�� �i9�ifl s�I \ 20 ?n % '( a c�T pp�� LEGEND/ABBREVIATIONS \---PARCEL 1 PC / ,UQ� `p•,0- - CENTERLINE 20 �9- N �, % � s�6 V1 o DELTA (CENTRAL ANGLE) (20.808 AC) o. o o AC - ACRES o �' oo I \ Z \ o. .� vN n I -p' ^% CB - CHORD BEARING I,.,� n \ NO a, \c� �w� c' t^� co t's Z CD - CHORD DISTANCE w J o-� E_ -STATE PLANE COORDINATE FASTING o j cs ? s c�` 0-25 0 .- DE DRAINAGE EASEMENT rn d- M \ SET PRM ws -�� o 17.065 AC j L - ARC LENGTH dam•' � M N °, PT \ PC ! I f*10 LB - LICENSED BUSINESS �- 2 SET PRM LME LAKE MAINTENANCE EASEMENT 00 . II CC, N J \ PT\ (n LSE - LIFT STATION EASEMENT m 0 _ I NO W O N= - STATE PLANE COORDINA� NORTHING ' N W \ \ \ w N �� ORB _ OFFICIAL RECORD BOOK I '� I O.C� �, I N . O OS OPEN SPACE ' \ PB -PLAT BOOK j I tO� �� �; rn I � fTl PC -POINT OF CURVE I ii it ` SET PRM , \ o �^ �� y'% z SET.,PR� PCC - POINT OF COMPOUND CURVE -� d �\ _� o N I �`�Z \? POC - POINT OF CUSP w0 N �` oo -�0 N � n,�� PRC - POINT OF REVERSE CURVE a if1 •�\ ink Lli �4� PT - POINT OF TANGENCY I J �- O rno\ _�- 3 t3► PNT -POINT OF NON TANGENCY to ` O o` N O•N PG - PAGE I R - RADIUS Q Q NOT PART OF THIS PLAT SET PRM R INDICATES RADIAL LINE J I LAKE TRACT 5 o CL RGE -RANGE co �p art N69 6B / `� o. `'� 7- SEC - SECTION d- t p (PB 121, PG 14) �, "� °6 °coo- j o ' 2.429 AC N ,� , j2/ PG 1�i �c9.:A ��SF -SQUARE FEET � S.MJ.- WATER MANAGEMENT TRACT Q O- Q tr0 ' ` W� PRC / / E `P13 121/ / I '0- SET/PRM TWP`- TOWNSHIP I ` I cS / Y UE - \UTILITY EASEMENT LL2p 0 WMAE -WATER MANAGEMENT ACCESS EASEMENT O26 h6 / 129 • , o� N63.52'49"E / N6g -� g•Og a� " ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 1- W r- ' .O N 1.60' o•A1 / 56 M S06 49 59`E� _ 5%8" IRON ROD WITH CAP STAMPED Lo Q Q m ' p " 5 r/ q can 40.05' Ncr+ I "C&W PRM LB 3591" CL J ' - w,�. -„ PLAT LIMITS A=2'32 11 . , 4 o �t°p - DENOTES PERMANENT CONTROL POINT o PRC Soso �/ '� L-38.07 E / a SET PRM NAIL WITH WASHER STAMPED "LB 3591" i-- ./�� t °g ° R=699. 8 20. e '� �. N6g Z6.1g' / °ct` j '/ �19.38'45" c''- s ' " ®- DENOTES SET 5/8" IRON ROD WITH PLASTIC ® e �'� ►' /, 3 R=719.98' \ L=240.01' �\ ' S33 53 21 E CAP STAMPED "/C&W LB 3591" _ .. 35.55 �19.38 45 \ ►� - DENOTE SECTION CORNER / ��1j 125 88 .� L=246.87' ��� ;/ - DENOTES 1 /4 SECTIONORNER MATCH LINE SHEET 7 6000 000\ g•og \,, •�000 0100 R=859.98' a=16.06'11" �. 000 ` A--19'38'45" L=241.70' L=294.87' ,i► MATCH LINE SHEET 8 PLAT BK 133 PG 24 gob wft SEAGRuAo%VE' PHASE 4 rUD AP SCALE BEING A REPLAT OF TRACT A OF SEAGROVE PUD ACCORDING TO THE PLAT �o°' ° THEREOF RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF SECTIONS 5 AND 69 w RTH o TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA 00 9�a,. �'� o g � c S 868 S a 9`3S8' h h� �h do �60 R, a '0?9." o a MATCH LINE SHEET 3 S va A` coti`O ° 0 562 po I ^ Ss,.- ?�s Aq 9 .6 - / �° arye�/,° 6802 SF 80.00' i (DEED) Z � UA �� ;oA A-- 3'43' 18" L=6.5Q 0-25 v cr. 17.065 AC mow= 10 N W 0) 0 moo. N `° N. cp �= O. ✓ � tr S6� 0s s°°' a\ PLAT BOOK 133 THIS INSTRUMENT PREPARED BY RONNIE L. FURNISS PAGE OF CAULFIELD and WHEELER, INC. SHEET 6 OF 12 SURVEYORS — ENGINEERS — PLANNERS I 7900 GLADES ROAD, SUITE 100 BOCA RATON, FLORIDA 33434 — (561)392-1991 CERTIFICATE OF AUTHORIZATION NO. L83591 AN I LEGEND/ABBREVIATIONS (i - CENTERLINE I 0 - DELTA (CENTRAL ANGLE) AC - ACRES NORTHNORCB - CHORD BEARING D• I� r I CD CHORD DISTANCE DE - DRAINAGE EASEMENT ��>>• E= - STATE PLANE COORDINATE EASTING <� 8. L - ARC LENGTH & GRAPHIC SCALE LB - LICENSED BUSINESS _40 0 20 40 80 LME - LAKE MAINTENANCE EASEMENT 98 LSE - LIFT STATION EASEMENT `��•m m N= - STATE PLANE COORDINATE NORTHING ( IN FEET) ORB - OFFICIAL RECORD BOOK S• 6 INTENDED DISPLAY SCALE: OS — OPEN SPACE p° Ive, 7. 1 INCH 40 FEET PB PLAT BOOK ��• 061. PC -POINT OF CURVE PCC - POINT OF COMPOUND CURVE r� SET PRM POC - POINT OF CUSP I �1 PRC - POINT OF REVERSE CURVE 560 g �o�`�S PT POINT OF TANGENCY 7116 SF �� 3r. R0 PNT - POINT OF NON -TANGENCY PG - PAGE rF. R RADIUS ,('L1 (R) - INDICATES RADIAL LINE l 559 RGE - RANGE 6489 SF p <�� SEC SECTION SF - SQUARE FEET S.M.T.- WATER MANAGEMENT TRACT TWP - TOWNSHIPUE UTILITY EASEMENT � WMAE - WATER MANAGEMENT ACCESS EASEMENT 558 ®PRM DENOTES PERMANENT DEFERENCE MONUMENT c� 5/8" IRON ROD WITH CAP STAMPED �'• 6802 SF �p0 v < "C&W PRM LB 3591" I DENOTES PERMANENT CONTROL POINT NAIL WITH WASHER STAMPED "LB 3591" ®— DENOTES SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED " C&W LB 3591" `'o. cs�,S1 557 %i5l ►� — DENOTES SECTION CORNER 00, 6802 SF sp H - DENOTES 1/4 SECTIONS CORNER IV w. %S 556 • S 6' os 6802 SF 22 2 � •.9 6; � � 9 w 555 , L 56", / 465 0 4965 SF ` t N85'20'07"E 101.27% A--3.22'58" I 464 L=28 04' I 2860 SF N85'20'07"E 102.78'� a= 2'29' 54" 463 L= 20.71' '° 2880 SF N 25' 25' c � N85'20907"E 102.69' cO N 4 � c N 462 \ / O 00 2868 SF � o q N85'20'07�E 102.15' � �OD N Z ao 28453 SF o z 4' N85'20'07"E 101.61' 0 w z o LA 460 o w 0 4099 SF Ln W I__ N 0 100.83'-� w N85'20'07"E Ln N /o \ N W N TRACT 0-7 _ N UE o. cn 0.114 AC I w 0 J o c 86'26'2 "W 75.31' ,00' 28.00' 40.50' I co Lo 0 0 oW Im w w W L' I 10'— r•, w rn W Y25 m rn pp N (A p co o 2 co o ..m ,n r-3 i r J Z O 0 (A O (A W v s 0 o N ZA 0 76c w 1" 17.4 �a129.18' N8 '26'23"E 210.49' MATCH LINE SHEET 9 PLAT BK 133 PG 25 / THIS INSTRUMENT PREPARED BY ONNIE/L. OF FURNISS :19AGRU VIIE PHASE 2 PUD CAU LFI ELD .and WHEELER, INC. DCIAIn A 0=1 A T nC TM A P%T A f%f- Cf- A f%M^%/f- nl ir% A f%r%f%Mr%lKlr% T/1 TLJIC nl A T i PLAT BOOK 133 PAGE SHEET 7 OF 12 \ VGR ilrlV/'1iG yr rw IllvRlLll llvl� lvv. vv.�a�l I VYYIVJnir J`h JVV m, mmmiC t'V CHJ I, J 1. LVk IG I,.VVIV I T, rLVRIUN ® 5 IJ WOW MATCH LINE SHEET 4 wow 0000 woo* 1VL0000• SET PRM ����e��..�.�.�..,. A-12'02' 44" S7g' SET PRM �1 < PR + M \ DO �;�s \ _11'03�� %�� � ,y0� 1 a\ l��s 0� N E C SET PR N 30 A�5. +" PRC L��c'p sr j cP= 124-B 0, DE 1 PRC a_ a Ri• 6+�j� , hp� \O�� ' N 12� PG 14� � `L � i PB i' a 1`L �� 589 / \ A•=0.41'40" 0 i N79 4.59� R�3•�6+3aj �' \\ "�� \ 7863 SF / L=20.0000'' � 125.0�o„E 11'4.1 "W D�'9 �.86, � \,�Is SET,- P R M ��y°�� 528 �� �a�� �� � oo � o`\ <��o � \ N�7.12 Q, O 6544 SF L j.�0� moo. 45,0� , , c� o �yh O� <�� �'; / 0 \ PLAT UMITS O R•22 O5 9' ? PRC 101�, O\Oi3` ,O� 1' 12°5A• , �� o° �_� ���� \ NORTH 0 SET PRM RC `,94. � ``so 00 .eK�� 529 , ��� � j 588 L \ � 7760 SF I \ 00,�1 eke 6544 SF oo v� GRAPHIC SCALE , 40 0 20E 40 80 an 0 LA 19, 530 �� �o�= �`' �� a ( IN FEET ) 7794 SF ) 587 w CP �a 6510 SF < O\ \ � ` M� INTENDED DISPLAY SCALE: QN� , oo `�s v ` 0 1 INCH = 40 FEET O°5�., 0 OF' •o6�j j � s� �l� . T'9 � 03rvil .531 � y C"A 55 586 \ 7910 SF Rl Cam, 'A �\ 6510 SF oo v <\ <�� SET PRM o ` O �s v �2`'' ``� `s \ L11 6'cr °•o s�,= ��6 \ , Aso � ����� � 6510 SF � PARCEL 1 � O o. 532 ,� .00+ % 6544 SF %� �� o l�l v� <�� NOT PART OF THIS PLAT (20.808 AC) ��°- rns <�LAKE TRACT 4 %N rr. \ 5 0 �� `� v < o �- �` \ (PB 121, PG 14) \ ` <��<'�, ,,� o�°- ram_ �w r� �� = �g2`' _ �� 5.447 AC 0. � NOT PART OF THIS PLAT p°o �_ • �e,� / oo_.s6'` 584 cfl. LAKE TRACT 3 ��,• °• 5$1 533 ' c, °0, < 6510 SF (P B 121, PG 14) u'� G' 6544 SF o� (l�l v`<�� <%� <-. 3.114 AC sty v �`L`'' �� �� �� '� sE s 1% So d 534 -� \ 65103 5 03SF 5235 SF v <\ \ Nc�+ 1 •O\ <o\ 1250 rn. �� VON �� \ 535 SRO 5235 SF 565 PLAT OMITS N25 ° ;� 6510 SF ` 40- 536 0 03g cr \ PLAT UMITS 000 5235 SF oo �N6l•� o R=33.00' M S. A=8T45'08" < 500 581 \ L=50.54 SE �� �2 ���� / 6510 SF 1 R=33.00' j PC ' oo I12A=93'1,4'32"000010 ' 5655 6 SF / \ �o- OQ (,Rl o\ ` 2 L=53:70' 601M� ` $� 580 oar r'o. /�•�� Ac ♦ ♦ 'f LEGEND/ABBREVIATIONS s510 SF + D (E - CENTERLINE m � - .DELTA CENTRAL ANGLE) „ - / ' CB - CHORD BEARING \ / 538 I o 125. S CD -CHORD DISTANCE O 0% 6206 SF oo cr_ 18 q.9 E �0'40'20'� QN� R-1631.80 �O 0 <�� �\ N71' L=19.14 A-1'25'13" 0 DE - DRAINAGE EASEMENT PC 2 �� r: �= L=40.45' ♦ Y� E= - STATE PLANE COORDINATE EASTING Z o M 125 a � 579 S� L - ARC LENGTH O R=35.00' �,w= PFz „� �� 10 8489 SF G o. LB -LICENSED BUSINESS G; I A=95.43'13" S�� 6g•3611 �o, VE \ 10E ry O5'g�° ' .� LME - LAKE MAINTENANCE EASEMENT W �, 5 539 C� L=58.47 5 LSE - LIFT STATION EASEMENT �'� �� _ 5196 SF �' �` R �rk1 0� N= - STATE PLANE COORDINATE NORTHING W I �Ri \ o o 00 ," lYg6 / ORB - OFFICIAL RECORD BOOK cp N rn OS OPEN SPACE 20 �90'00'00" �' PB -PLAT BOOK � i SET .PRM L=39.27 w v 5 PC - POINT OF CURVE Og99 50p1 „ r 540 \ Zj ♦ --� KEY`MAP O , `.-2 L% • '1A \\ o � L 5196 SF Pcc POINT of COMPOUND CURVE ___ -+-- LME _ 5.57 56 -3 �g � °- NOT TO SCALE POC _POINT OF CUSP (,1 + " r" _ 00 1 5g9'14„ D' �' o v 50p' �Ri �\� PRC POINT OF REVERSE CURVE Q S86 Z6 Z3 W o SET PRM R--750 _50.01 „ D-3 N= ��, �o „w 12 o a PT - POINT OF TANGENCY 76.47 3 PNT - POINT OF NON -TANGENCY PT L=50.01 " A=3.4g'14 Nc� `� 5730115 5 SET PRM p=3'4914 o_ oy R=25.00 , ' PG - PAGE v; �= oCA = 541 A--78'34'07" _ NORTH R - RADIUS o c^ O 7297 SF L=34.28/ �\ (R) -INDICATES RADIAL LINE Z -zo '.► 542 vo p _Nm� / / /6 RGE -RANGE O o .3E 6772 SF cv s I SEC -SECTION-Pa SF - SQUARE FEET cC''.� U; 543 0 6772 SF TWP - TOWNSHIP TRACT 544 `c''n N �065 10 / 11 UE -UTILITY EASEMENT 545 6772 SF o WMAE - WATER MANAGEMENT ACCESS EASEMENT 6772 SF w ®PRM - DENOTES PERMANENT REFERENCE MONUMENT �' o 91 _ �g'14i 1 5/8" IRON ROD WITH CAP STAMPED o „ i�,5 3�62�1 \ 2 / C&W PRM LB 3591 '14 L„ L3 pp DENOTES PERMANENT CONTROL POINT D= g4 23 4239 —SEAGROVE PUD NAIL WITH WASHER STAMPED "LB 3591" _3•g9'14" �:58' �- (PB �21� PG 14) - DENOTES SET 5 8" IRON ROD WITH PLASTIC 3-49114 A� 58.3 R=875'00 _ / ® CAP STAMPED "/C&W LB 3591" L=-58.34 ✓ - DENOTES SECTION CORNER ET 0 E SKE - DENOTES 1 /4 SECTION CORNER �MATC PLAT BK 133 PG 26 SURVEYORS,'- ENGINEERS — PLANNERS BEING A REPLAT OF TRACT A, OF SEAGROVE PUD, ACCORDING TO THE PLAT 7900 GLADES ROAD, SUITE 100 THEREOF RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS OF ST. LUCIE 0CA RATONJI-ORIDA 33434/-`,,(561)392-1991 COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF ` SECTIONS 5 AND 69 CERTIFICATE OF AUTHORIZATION/NO. LB3591 TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA -�'' NORTH woo GRAPHIC SCALE MATCH LINE SHEET 5 40 0 20 40 80 ��.�.�.��e��e.�.���.�.��.�.��.� S��.pa'ww S33 53 21 E SET PRM 125.Op '- 2p DE ♦� PB 121, P�� /(1N FEET) '� 000 35.55' SET PRM LEGEND/ABBREVIATIONS No INTENDED DISPLAY -SCALE: ♦ ♦ �s °- SO4'1 WWI" _ C / 1 INCH 40 FEET i tes 0 — DELTA R(CENTRAL ANGLE) \0i N��.pg 11 v AC —ACRES CB — CHORD BEARING '`A �1 T T �1 �� v CD — CHORD DISTANCE f liJ�iTliH LINE SHEET ��' �`� `� ��� DE —DRAINAGE EASEMENT \�"� c9, S21'S9'35 E= STATE PLANE COORDINATE EASTING °_ . L — ARC LENGTH �' '� 53.32 MEAN HIGH WATER LINE o\ c3`s ,5�,. SET PRM %, (N.G.V.D. ELEVATION 0.79') L& _ LICENSED BUSINESS cr v \ �� <y (MAY 15, 2003) SURVEY BY LME LAKE MAINTENANCE EASEMENT \�� ��cP_ `�sr9, CULPEPPER & TERPENING INC. LSE _ LIFT STATION EASEMENT \\�� \c'cP. s. F , �� ��� N= STATE PLANE COORDINATE NORTHING R=1350.00' \ cfl ass \ �• �j ORB _OFFICIAL RECORD BOOK A OS OPEN SPACE ` SET PRM Pc t-.17 55 25< �5�, >' PS — PLAT BOOK 422.31' PC — POINT OF CURVE PLAT WITS PCC — POINT OF COMPOUND CURVE '�\ � \ $ POC - POINT OF CUSP PRC — POINT OF REVERSE CURVE PT — POINT OF TANGENCY NOT PART—OFTHIS PLAT \� _ \ PRC �•� + PNT — POINT OF NON —TANGENCY n LAKE TRACT 5 - �\ PRC �'u: SET PRM PR — RADIUS , /\ < _ (PB 121, PG 14) \ � �� � ,� \ (R) INDICATES RADIAL LINE +► �' 2.429 AC �"�� \ �� < 17.0655AC RGE — RANGE SEC — SECTION 'oo" SF — SQUARE FEET _ tJ S.M.T.— WATER MANAGEMENT TRACT \ PLAT WITS °o\ o ` �� O TWP _ TOWNSHIP UE UTILITY EASEMENT — WMAE WATER MANAGEMENT ACCESS EASEMENT o ®PRM-- DENOTES PERMANENT REFERENCE MONUMENT R=33.00' PRC SET PRM , �' �\ 5/8" IRON ROD WITH CAP STAMPED R=700.00 \ ` C&W PRM LB 3591" 20 a-76'10 50 N PARCEL 1 SET PRM • DENOTES PERMANENT CONTROL POINT L=43.88' �=3'52'51" o - `R=33.00 ; �� , NAIL WITH WASHER STAMPED "LB 3591" _ " L=47.41 <� �,� (20.808 AC) •0 ,13" w " +. A=117'32 23 S28 7 E � ®- DENOTES SET 5/8 IRON ROD WITH PLASTIC N LME o L=67.70' 19.09' CAP STAMPED C&W LB 3591" I ` o SET PRM SET PRM o / �. SET PRM R=1418.98' 0=7'51'41" L=194.69' PRC N` SET PRM w � � — DENOTES SECTION CORNER p=5'41'43" L=141.05' PC PC tft'Q , " �— DENOTES 1/4 SECTION CORNER PNT N ` r� S8613 40 E o a=1. " R=313.69' PT' _ 25.92' N O 2130 " \ m 00 N I L=33.64 a=5 00 31 �` SET PRM < NOT PART OF THIS PLAT oil L=27.42 \ �� w SET PRM CONSERVAl10N I \ cr TRACT C ` N u 20' `� \ N°. N �'• ORB 2507 PG 292 \ (PB 121 PG 14) Z I ' I N moo_ 1 �J'p ` � cp. MEAN HIGH WATER LINE ��.A N� SET PRM a (N.G.V.D. ELEVATION 0.79') O �` y , (MAY 15, 2003) SURVEY BY o v \ \ c) � �z CULPEPPER & TERPENING INC. N m I �, ,`�_p ` � � 11 *13'55"W ♦ , P 31.33' SETPRM to f h. h� ho hco 0. h cp (�1 ♦ �,,. ��, 411. \cam SET P �a `S33'23'12"E SET PRM 33.65' w ` I I `S08'08'51 "E w PARCEL 1 0-0 s��� 39.90 SET PRM (20.808 AC) 35'2_3'53"E N rnoI NN� 0rn F 24.39' _ Q_ I "' \ \�\ SET_ PRM '\ 01 2211 R=1118.98' E 1.0127 ` 45.26 � SET PRM \ � L=20.00' ( S M t A=2*24'06" ET PR " L_153.33 PNT000 L=46.90' PRc R=613.69' A=14'18 54 \000 � - •04'49"E CD-152.93� o0100 VA ` o CB=N85 ` I0000 „ L_434.11 " _501.01 LME o' 0100 __ _----- T -- .40 25.3g 13 cr D,2213 , p_ 8 9$ S� NOT TO SCALE KEY MAP NOT PART OF THIS PLAT �� �' 100& ` - PLAT UMITS LAKE TRACT 1 \ ♦ ' 1 (PB 121, PG 14) 8.876 AC `�� NORTH I SET PRM 10 9- ol 12----------� PLAT BK 133 PG 27 VE' PIM SE"'SEAGRO 2 PUDLEGEND/ABBREVIATIONS Pc - PONT OF CURVE PLAT BOOK I CENTERLINE PCC POINT OF COMPOUND CURVE ®PRM - DENOTES PERMANENT REFERENCE MONUMENT A - DELTA ( CENTRAL ANGLE) POC - POINT OF CUSP 5/8' IRON ROD NTH CAP STAMPED PAGE I �� AC - ACRES PRC - POINT OF REVERSE CURVE "C &W PRM LB 3591 ° I BEING A REPLAT OF TRACT A, OF SEAGROVE PUD, ACCORDING TO THE PLAT CB - CHORD BEARING PT - POINT OF TANGENCY CO - DENOTES PERMANENT CONTROL POINT rT n OF �� THEREOF RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS OF ST. LUCIE CBE CCONSERVATION NSERVHORD IONCEUFFER EASEMENT PNT POINT OF NON -TANGENCY NAIL WITH WASHER STAMPED "LB 3591" �7 1 9 - DE DRAINAGE EASEMENT PG - PAGE 0 DENOTES SET 5/8" IRON ROD WITH PLASTIC COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF SECTIONS 5 AND 6, _ _ „ " TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA FP&L - ARC LE POWER AND LIGHT � INDICATES ATES RADIAL LINE IUS CAP STAMPED C&W LB 3591 ►Zj - DENOTES SECTION CORNER LB - LICENSED BUSINESS RGE - RANGE ' LME - LAKE MAINTENANCE EASEMENT SEC SECTION - DENOTES 1 /4 SECTION CORNER LSE - LIFT STATION EASEMENT SF - SQUARE FEET ORB - OFFICIAL RECORD BOOK S.M.T.- WATER MANAGEMENT TRACT T 1�J ' OS -OPEN SPACE TWP -TOWNSHIP 25 UE UTILITY EASEMENT 5' PB -PLAT BOOK WMAE - WATER MANAGEMENT ACCESS EASEMENT EI ��� Z E= - STATE PLANE COORDINATE EASTING aff �'`�_ %i.T 36211, a mop " z N= - STATE PLANE COORDINATE NORTHING 42'39" L- 413�0 Jars %o7o- R=875.00' D=23• p0 D-26.17'3CD,409.3G' �\\ pp, °o �,7 N w „ 176.47' N R=9p0' '37"E0. nj SHJJET S ate' N86'26 23 E U, l N73'17 cL cod v% % ��`� s6� �� ��I v.j3 O°s1, T�H jJ1Nj� R=25.00' J r., TRACT R C 359'52! 43.07' -V O >>•• O' ?'" tN86'26 23'E 210.49 N p=90'00 00' 226.47 - _. - Ci moo' o,o�• pp• F CZS�ti F 109 �129.i8 `� L=39.27' - �� N86___?6 23 E _______-. ^, R=925.00 D-2216p9 D 2�004 BENT TRE01 E DRIVE 9 \ ?6:3 Duels t \7614 9? N CTI TRACT R N86'26'23"E 260.49 - _ -- - v'- ��-� a o \ �• S 49y Q48, _ -____ - _ ----- - '__ R=25.00; R=25.00� " 176.4T / r 00' F ►� A --90 00 00 A--90 00 00 _ N86'26 23 E Z •�� �r°°�� �,`�' ti ,�� S7•, ?� 08• L=39.2T L=39.2T 28.00' 28.00' 23.97' - �= 3208 �1 r N �ls 20' "BENT TREE DRIVE " I 40.50' 28.00 28.0o D=2 2s r Z ► R ? INR w a24 5F c 3. 7 210.49 Z �� N w �' '- 0 0 73 DE N86'26 23 E ' I I N CIO .p 'o - o 46 z D=-1'08 05 z o, P w P o_ o w._ �. h O �87.92 z z o o �, P 'o o P P M N51'3023"W Off. 1�ti '4-1644'23, 28.00' 28.00' 40.50 ____ -� rn z zo W w o ,► '( R .�, :0 26.07 o o w L=18.32 � I o w w o= w_ _ �r E 137.00' �� I O o� 5338" - 0-25 y► 0 w w �, w o _ N o S " 95.67 w W w W w (A I� 429 w_ � Q, � N RM It ' Ap �,5 ^�„� �:� I O �5'31'13" z zo N86'26 23 E LA c,.i U! w w Li- LA � 4614 SF � N S, ^ ;moo z ►� w �,; cn - o P rn R=10.00 O �o I z z o o w w cn w cn - I� N N► �► rn c° a� P `° 4$•12 SE 5'•sj �• p2 • ti �� o L=14.45 o w w W 10 c,+ � a �! M N N � 430 15 � cfl 148 02 22 .�, ro^ '� _ c,; L4 c;+ w w z U E o = I �► s M N M cv N DE co ,► N '► rn -n 35 62 ) 4410 SF P v 'P N D= �`b ti'� ^ N� w c,� u! w LA o o cn -I m 00 ao c� �� , PT 6 �L '�� 'A. o w ►� w co .i w 0 261 I• J. c 435 00 00 o w cn L= N L=25.84 0 '� "� sro � '.. w ^' w rn N - in 3875 SF o --I 4125 SF cv 04 N - 0 7.5 o cn *� $ p0' 6P NO s O• cl. o, tyro � ,O o U °�' N v N cn rn � c,i o I o 0 o j „' -*' PC F%' SS �`L o0 ,.'* cL '\`'� ^m rn o rn o w N �'! " 0 0 -, o ,00 28 00 2 , C N .O 1• ? ^� ^� /� _> oo .P cn w ' 95.67 0 o0 6'09 8 a '\✓ �`L' I .� cn -n v N86'26 23 E iU p " _ I 0' 28• 4,8,09 SET P 5 �'Ll �• pp' �� / c / -n -'' o Lon to: N � oo � +: � � 1'48 27 � L,32.2 S 2g,00 � , 7»E � I � (o _� L � a, r N 260 100 �' I L=9.46 19.6 -,a `28 5 �-ME,- ��-300.00 c,,• I N / m rn J �! 0 2679 SF q rrl 28.00 34.84'PC pNT N , „ .°sp. 0-25 �w `'; mow'- J c`°,+ 95.s7 ' 28.00' 2s.00' 2s.00 SET PRM o SET PRM �9 51 55 20'0 OR. w I o N86'26 23 E ' 40.50 . No -� L 51.65 (': J'� -, 8.00^ .28.00 40.50' 0 59 z SET PRM N86'26'23"E 187.34 �_ w v 40.50 2 2 SF I io 0o !Q I o LME -1- _ , R=33.00' , ('� R-300.00 A=104'46'44" PC 2679 o w I 0 - �! 139.55' L�=7'S7'27" L=so.35' SET PRM S86'46'25"E 93'87' '� N86'26'2�E � w o / r m • N86'26'23"E 95.67' c''- z cn R=33.00' ' SET PRM I / , m PT N 25$ w s w rn / ter=94'2T05" L=41.67 R=10.00 po o w I o_ rn \ y N8s•2s:23"E I NOT PART OF THIS PLAT 137.00' �90'00'00" w °° 2679 SF oo c;+ L=54.40' N p 2 L=15.71' W o N86-26'23"E 95.67' J I N LAKE TRACT 6 w o 20 (PB 121, PG 14) I y �� �<y N 257 °° �'' n� I aoi7 R=33.00 •P Z � 2679 SF I o cn w-� 1.564 AC 2 I o r., A-=78'S3'S8" 20 \ G� N cn f*1 00 " _ rn D� O L=45.44' ���` w� /W N86'26 23 E 95.67 rn v, I n W (J� 0 0 w W -f- -- PLAT LIMITS R=33.00' o (p < NOT PART�OF THIS o $ o o - -- --_. _ �=55.67 +� un n�2 PLAT ; `I o 256SF N� SET PRM N LME - - - 0� o DRY DETENTION TRACT 1 '� S86'26'23"W w o 38 0 w I 40.50' 28.00 N86*5439"W 472.04' o cn 2s.00 2s.o0 \ S 2 (PB 121, PG 14) �I _ 11.75 95.67, I o• w - 28.00' 40.50 40.50' N SET PRM d� 2.466 AC ^ N86'26'23"E 127.41 I / I N i� ^ 28.00 28.00 28.00' 28.00' 0o I o SET PRM SET PRM :� a ,`n° co i� ^ 50.50 50.50 wco L N "' '/ P B 121, P G 14) n ►� ^ rn to L6 `° co ^ t\ I � �10' 20 DE (_ ao cr, I ;n rn rn rn ,ri o o i� ^ ^ -p ``' "' p) N86'26'23"E J z oo °'Iq U) °' W 0i �ci co ^ 0 �_ w o = I z 39$ 3 Crn .- N co �' � rn °i rn rn 'n I c�' co CO _ _ w II c'v 3875 SF M (0 .- �� � °^' 3 N^ 3 ! , .t N °' n rn cn cn I w o 0 0 ,n N N N N N �o N m m rn 3 hrn OO N N ~ -n I 3 I c,, ;� p o LO o �n `� r) N N �� �^ g� c�^ 3 409 I .- 3 410 3 o 0 0-25 10 U, o o ,,� o o N N o N co 4831 SF < - O O ►`� O in N N N N N m .- 4831 SF .L N I w� 0 17.065 AC UE N N con o oM ;,� �o 0 LO 0 O N N \ N N O 'Lo Q p� z z % o Q / V' con 0 N o 0 0 ,•o� l o J► 7 o o p II �� 40.50 28.00 - - o _O w 28.00' N N 'O �� y y w w o 0 o R 25.00' 28.00 28.00 40.50' N cn TT^^ 3 7 cn cn i a, . o o G'_ d= 83'21'02" in b w 40.50 28.00 28.00' 28.00' v1 28.00 ' 50.50 -o N �► cfl SET PRM ► l --� ' - . N � ., 50.50' o w - � � cv o 1 . �L- 36.37 N86'S4 39 W o I o " ;n N C�-=---- TRACT R 543.4s' Ao y n c� N. w I w S71 47 03 E PC S7 �' u - --- ---- w 0 J 22.93' SET PRM \ 147'03„S M d R=25.00'LO ------ - ___-___--_ -- -__- _ I I W \ 0 � n� � \ 'yth �y N. �• �s f- �- pT � 98 98 49/ .., •�N_' := �82'32�59 N MARITIME� N86'S4'39 ----- -----_.__ .o =' "1 �= o �, V, �, 4s' ; / 3s.o2 AVENUE s43.41 }- N �'° n -c` J' cry W R=10.00 SET PRM '� ° o ,N1 n j '��N \ . �N-. s r^z zo ti ��•J cs ✓Q 0 NN'�. Qy C,AP �. I28.00i28._= .► . ;N86'S4'9a=90 00 00 ?5S � "W clq 553.50 < � ,� 4 76 co IN. W /- = V, , < y L=15.71 S1812 57 W S71SF cliv NN 2'23 20. 4<�p17.os5 AC 28.00' 2s.o0o 50.50' iVrn co - II W III I W 0 ' 1018. WS18'12,57" j o y J-o 47'a4- ► '254 N^ ' o 9650' o . to �CIV °1 rn ir�2840 ^' CD ' co w �n.Sr 4--5v o ^� // '' n*0 71.4701Sp.too 'S w ri �� 97�/aw 0)°LO) Sr-2804 38 SF °°� _' �'�-L�.o04 V `) N N a CD OD °Q M N Li /N �N on59. O O l ) au) I SET PRM 253 M� � w N4,°•?N COrn corn cc n t LO N 10N o N 00 r. M N MODnrn N/o ►o co2777 3 °H O OD - OD V do UJ � o0' S71F cVoMo Q_��o N lI �S23'29'01"W 47' 0 0 Ln N 84, 0 � �n ,n N m o Lr) Io,I .s 0.079 AC z z o �V) o .`n76 z o Fy M oS�9"W z o Z oACT 0-z z ►� ' ' z z- z v cd 0.50 28.00 28.00 28.00 co SET PRM 4235SF oh �/ ��� d- �°Ss 08" 55.66 ocV 40.50 4rn) 28.00 28.00' 10' N S23 29 01 W / hcO V - �C/ �o t,s 0 ' " £ � I' SET PRM ►� 28.00 28.00 , 48 93.84 • N 0 , " 50. 50 50.50 N86 54 39 W \ 189.39 N73 0 rw Q' off. ^� / 94, /�►) 498.8 ' 2 S23'29 01 W ^0 3Z3„w / 000 S7 3869�' ,^ -- - - _ _ LME 8 I 0 �► I 45.03' 251 9� s0 � oo Sp, o o ° 56081E - _ - - 'O 4241 SF 10' /00 =`o rycb'/ 3 9�28,31.00' 6,, 4 y� SET PRM 0F ry _�� w� o ?7s83 A=74•o�29" ' 7fn � N74 �S'4s„ t2 5 93" 2N o 10 6 08,£ SF O N , PLAT LIMITS i cti 2 C/ O /�L=40:05 y I o N 2714 � w 97.1 � 83, o � F28 3s� 9c' \ y ' I �d'^ SF � 4- y ,N ry r 570,2s SF 4--0. 0, 4 G� SET PRM o N74 • C` 38 N h � °j 56 0 " 31 - o) / -n �y�cn �s.9s. ?°s'46-W 2804' ,�-r ,�� Ca448 8e 10 7s' ry v� o Ns9.45'So"w s15.54'14"w 2>oss 9s.4s, ,� �, a �, '23, j1,s3" 212' N �� NOT PART OF THIS PLAT s\,c <ss 4-s• Q LAKE/TRACT/8 7 ✓ 7 96.50' SrSF 4-4 56. " / ;n iv � //� o S70 S . ?900 21'25„ � N74 0, t- 28 t ;� 3 v o a s 08" sF t -28 ,(PB/1 21P G 14 S05 09 06 W a ass 46"w 28 03, a N o ,`/ t-- s° 1 £ °s °s' PT� 2s „ s� , a a o J &.05, os 2.969 AC 24.59 08 t` 49 v ,1 3 4, 5. / o 3996� s8s os,366 4j' o o I s7°56 o88o sF t-2838" R=300.00' R=10.00 7• sF 23 E `�' o n E �o A--3318'26" `O- 65'19'42" 4 Ds'4s „w It 28' M 0 ? 81 • , L=174.40 NORTH L=11.40' PC SET PRM 79•58, it soon SET PRM I PT P GRAPHIC SCALE \ R=10.00' Pc NE SHEET 2 40 0 20 1 40 8o d=89'S8'27" c�10 2 MATCH M 1 THIS INSTRUMENT PREPARED BY f., L=15.70' RONNIE L. FURNISS / OF ( IN FEET) �� I CAU LFI ELD and WHEELER, INC. INTENDED DISPLAY SCALE: 1 NCH = 40 FEET \ I SURVEYORS - ENGINEERS -PLANNERS 7900 GLADES ROAD, SUITE, 100 BOCA RATON, FLORIDA �33434 /(561)392-1991 CERTIFICATE OF AU1� RIZATIO N NO . LB3591 i PLAT BK 133 PG 28 V WAD 3�0 �o' �Pg 381 g'- vE� ' r 2 S 4�J \ W N�g•52 , g0'00� �0 p. o IY 3g •2'i N.� c0 -o\ Lj PRM 25 `r + `� ✓ SEA 51N s Sp P \SEA PRM N � Nis o• o N_"100 N0 N01 Nor IY9���g •2 \ 5' N -o N Nj � \ CPS N 7�\ 7- 7 A 2G N r" PLAT BOOK SEA- GR 0 VE PHA SE 2 P UD LEGEND/ABBREVIATIONS PAGE q - CENTERLINE o - DELTA (CENTRAL ANGLE) AC - ACRES ET SI �/ O OF * J. 2 BEING A REPEAT OF TRACT A, OF SEAGROVE PUD, ACCORDING TO THE .PLAT CB - CHORD BEARING rill 1 CD - CHORD DISTANCE THEREOF RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS OF ST. LUCIE DE - DRAINAGE EASEMENT COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF SECTIONS 5 AND 69 E_ - STATE PLANE COORDINATE EASTINc TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA LB - LICENSED BUSINESS LME - LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT N= - STATE PLANE COORDINATE NORTHING THIS INSTRUMENT PREPARED BY ORB -OFFICIAL RECORD BOOKOS - OPEN SPACE RONNIE L. FURNISS PB - PLAT BOOK OF PC - POINT OF CURVE CAU LFI ELD and WHEELER, INC. PCC - POINT of COMPOUND CURVE POC - POINT OF CUSP SURVEYORS - ENGINEERS PLANNERS PRC POINT OF REVERSE CURVE 7900 GLADES ROAD, SUITE 100 PT - POINT OF TANGENCY BOCA RATON, FLORIDA 33434 - (561)392-1991 PNT - POINT OF NON -TANGENCY CERTIFICATE OF AUTHORIZATION NO. LB3591 PG - PAGE R - RADIUS (R) - INDICATES RADIAL LINE RGE - RANGE SEC - SEC110N SF - SQUARE FEET S.M.T.- WATER MANAGEMENT TRACT Z TWP TOWNSHIP UE - UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH CAP STAMPED _ "C&W PRM LB 3591" pp - DENOTES PERMANENT CONTROL POINT NAIL WITH WASHER STAMPED "LB 3591" \c"), 25' ® - DENOTES SET 5/8" IRON ROD WITH PLASTIC � 25 CAP STAMPED C&W LB 3591" GRAPHIC SCALE �\ �\ rtA ga 54, `�,'� ?� ►ZI - DENOTES SECTION CORNER 40 0 20 40 80 S pt3. p0 46 27"E op6�3" �r'`o DENOTES 1/4 SECTION CORNER ( IN FEET) INTENDED DISPLAY SCALE: �'� �6 6�a '�Nw c''�'o� o. c� �101ATCH LINE SHEET 9 3 INCH - 40 FEET �• N „ cp 9 .o tr • 5a E A 2 _ O 52V2 8 "� � 7� %, oo\ vas,, �� f I� Z o NO3'05'21.E 95,67, �.. .n.. , • 2 'I N ODD 0 384 0 / S03'05'21 "W nj N N 6 cn s 5• � cA 04 2679 SF I o0 o W 0 411 95.67 b ;n ^ + �tko PRM a,� 9 000. \\ c,,� o W \ to " o0 o co mot• 14 0- 5 v+ o cr w I� NO3'05 21 E 95.67 `�' %� N 2679 SF ao 211. 2 o - 3 m o / � - I S03 33 37 E SE • 2 co 0 38 Z I - , SET PRMIm 40.5o s2 �? 5F \ 28.00 28.00 28.00 28.00 �J' �' 26a I 3 40.50 o w 9 0 �� J► < �� �, N/2679 SF Igo Q �� , oo I S03'05'21 "W 95.67' cn o d, Q " N 3/ U N 10'�412 0 'co N cn 0 �! w� oo. 25a s \ �C) \� o ����crcr \gg6;�0„ NO3'05i21 E 95.67 / cn cn oo °° 2�'2 cfl. o. a, Ft 22 W Q 0) 2679 SF oo rn N p 5 N- N Z. �. o �28 2 U E N �i rn rn ^; rn k2p E �. d'- of m o, 1121. 5 R P �t F M N N W N S tJ : v 20 �p to _. :n S03'05'21 "W N rn a, N °'- W NQ� �rr` 1 PG 0 382 I .O/ co cO/� �� I 95.67' Q? N w rn� N rn� W N� W Nm o 00 c0 cfl N N J.p W - - 1`L OD LO4353 SF �Lo z Q �) z rn 413 o U! (A w cv'i, cln tD rn 00v CD on-i N cr 8„� 4, 29 s `r ui 3 �! 0 4352 SF o ��J w� (n m -n N o o- 225 �00 20 R Tz RJ•1 `r 10' rn K) . `r I - o -n -n co DO N. 52\• ��� ' UE r) o C'i rn d=10'25 36 ,a in m cD wt �D co rn c)I - r �1 I C`r 66� 5 o =4 co -*� Co ` to rn / L=109 N NO3-05 21 E �5 - `n N � � 97 � S03'OS'21 "W 95.26• z Ln � � J � co _....- „ R-25.00 ,n oC II I��11 J - _ p-1'35'43' p=4.18'37 �,YOp cr c' �1g• Ste. A--79-14'47" ca z �I@AGT^0-14 "_ =106'06" - - =1'06'05' L=40.56 ds o OO ,�� "W `rS O �s �� L=34.5� 0.073 AG. ; -A=1'35 42 A=T06 06=1'06'05 L=28.01' S y1 0 0 o pU' S� c'• r? ti F, S .- - - A=2'4T2.4" L=70.94' L='40.55' L=28.01. L=28.00 L=28.00' 56 47 �ti 0 0�- 0.3 �� �� o�� I �d SINd _ Igo o p-1' cs, Z S F ' R=1456.80' p=14.41'47 L=373,67 �dC130 H _30 5T R1y1 N R=625.00' A=1.44'50" L=19.06' 3' 3� _ �� R 30 57 , „E CD �v '( =129.61 R=600.00' d=76'41'38" L=7 00� L=446.1 L= .N59• 10 2$ �� •�tPG p'c / =1ti5254 '„ _ 5.59' CB; SO' 23' 12"E CD=7 0.10 \ _�17,15 =44 1 CB o.2g2 0� D ,4A� 16 /_ 0.06!_ ___R_1481.80 p= �d s > R,625 Nil 48 k165.06 0 22'30'22 L=235.68 CB=N05'39 53' W CD -2$ 36 ��- v w. o0 00 3 E CD R=600.00 "=234.1T ry / , " =416.90' 42.34, 284'31" p-1: 04' 43 �0'S4' 2�,0„ �'`�N� 5 s� �� �����, R�6 -5113g 8=508.17'34 E CD v, _ 0' _ 6T _ • 6'36 1.- + 'I x' z� sr. C p-15'S109 L L " �_� 0 23 a N �32 00 "� 'r �= p=22'30'22" L=225.86-Ink R-1506.8 L-40 , „ 06 . p_13 12 h p0 L=42.0T L=28.03 L=28', '-p=1.32 47 , $„ \.o �� 6 L 57 L=45.12' I L=28.03' L=28.01' �L=40.50 "�=1'o3'58 0=1'04 02 N co 1.20 5 cP- S� 45„E PR P a4' R' L=66.89 " --A=1'42'56"-=1'03'S7"=1'03'S4 A=1'32'24"i A=1'35 58 cn c o 0o OJ° J !� 7 _31 •�3 [`EO , �1 • - -c• �a'57 r p _ --i-nc'4�" \ \ / .I I /M cn M oo m �! w, w O N O a p co W o 1 i O �I �p (/j O / N -� / *L (n w OO v N w ��1 N ln� ��O c0 N, Ln ..� = CT� - ITI N �, j W (o co N Tl W V I \ N < g•g2 2a 0 N r'• N. \ W q' �. a' m J rn a' -. 00 � m "OD � � N � w2 g 15' I� �I N% � � � o `a' cor, 51 , j tr+ i ce+ N o V N ap •p N -� .-.- Tl co co N O 2a �, to �' N a+\ �\ _ - -� rii co c,r co -*� DE cfl 1 / can r N a, co J w / o� s --��p o- II J co r ij co cD I� - "� II iD :? •/o N bo v v v A= 2'30 44 J „°? �^ - c1� z Nip cfl -'0 \ Oo ao o IN ri w o r o o-pt.A=11 4419 \ �1 ` RM �': �''�' wo'rn z \ cn 292 o rn - Co Qo N Co 0° 7.5'/ �I L=6.58 r� o L�=30.73' / D�j- N N a Is 0 53 43 d=2'35 37 p=2'35 37 '"- _ =1'29 23 p=2'0917� p=1'53 24 0.98' 28.01 , -� o -10' 11.87 28.00 L=45.35' L=35.53 ,� 42.05 28.00 28.Oo \MAP 51.75 90 o� c0 '^ D� 03 L=45.35' L=28.00' L=40.51 i Nw� o �, 10'-3$ -° 39 8T PC m - , PRC N(n�� S02'17 00 EI 149�80 cn -� cn R_ t f i I N �� 50 `-o S02i 7'00"E LME o �R=1077.12 0-7 0131 L- SETOPRM" - = �Sp 00, 4� 4, 30 TRACT o C,t2 IN w c d PRM `' _-� - �-- - SET PRM _ _ __._ - E 0 R=1001.90 _ + 28. o' ' p0 PLAT LIMITS R-150.00 �� . 2 �p0• d=5'11 13 S01 04 55 E v� ao. 2a. �,� 2 � � R •31 �9 � L=90.70' �511 43 � 59.04' � 2a' ��•48 �9 M� '/ �''�� 54•A$ NOT PART OF THIS PLAT L=13.60 \ ��� \\�� s "o LAKE TRACT 1 c'� :. �s •cp ?� ��� 55 No o, (PB 121, PG 14) j M � vE 8.876 AC ��� -v 2� nc -10 J ` per. N 0000 \ON 0000 (op j \ Es PLAT BOOK �- S01'2211 "E � 1= 750 00 45.26' PHASE 2 PUD 0► A-33853 �,SEA PAGE _ �, � L=47.75' SET PRM c�'j• N o BEING A REPLAT OF TRACT A, OF SEAGROVE PUD, ACCORDING TO THE PLAT •�,o�i THEREOF RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS OF ST. LUCIE SHEET 11 OF 12 �. �PC 12522 I F COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF SECTIONS 5 AND 1. " 6, �, ♦ PT \ E TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA I ` N69'o° o� '^ SET PRM 000 \ '3 S NOT PART 0 THIS INSTRUMENT PREPARED BY \ \ sr6,S� F THIS PLAT RONNIE L. FUR IS SET PRM 0 *%.'- SET PRM CONSERVATION OF Pc \�`�p o sr,, TRACT c CAULFIELD and WHEELER, c ) EELER, INC. o\ o. �c. tJ (ORB 2507, PG 292 SURVEYO - o \ CONSERVATION s�'• (PB 121, P G 14) RS ENGINEERS - PLANNERS o s BUFFER EASEMENT SUITE 100 o� �� oo. ' (PB 121, PG 14) it 7900 GLADE S ROAD, 20 0 \ k•. 7�= BOCA RATON, FLORIDA 33434 - (561)392-1991 41'5552"E LA CERTIFICATE OF AUTHORIZATION NO. LB3591 ��a�\ �s �5�6, S82•p fi� „ 11.41' <�� » 3 " 33 E O Os ` �3-gy SET PRM 138.97' S25 07 15 W SET PRM S31'08'03"E i--�S60'53'49"E 33.57'SET PRM ,20.00' o \ ts� ice. \ 27.04' o. �• \ "� PARCEL 1 �PT 5��� % (20.808 AC) S j Oro. Lit Cr \ �tJ % PC \ F / \cr " PLAT LIMITS I • �2� "� \ /�J r / 1 `ram �� 1�9 •5� �` o / / p�� '��1 ��-���:�� \ � 0 ,25 17.065 AC MATCH LINE THIS SHEET MEAN HIGH WATER LINE PRC (N.G.V.D. ELEVATION 0.79') ' { �r v • w \ � �g � ` ' � (MAY 15, 2003) SURVEY. BY � M �ti P PEPPER & TERPENING INC. p ' U N �0 0 E SET PRM N o 4 N v �� 132.96 o \ ' NCL- N ? 17.065 AC 0� 0-25 �. rn 36 W Z \ �'\ o� I Q •� SO4'49'59"E � n 1 � m I R SEAGROVE PUD Z o� - N \ N �', s 8• J II 25.85 . U1 ) I a U N85'18'02"E 12521 (r to �1 C� < r-u�o (PB 12.1, PG 14 Lo — N �' � � �_ PLAT LIMITS c, Q q &-0'54'17" DE � � SET PRM I� n O V o s Nc� v\ \css a + ?r,� , c0 0 6p W_ L=26.14' (PB 121, PG 14) , " 238.3T G� Z (!) \ s a , w S85'10 01 W �o moo\ \ems A o• 0-10 b o I U SET PRM 113.37 .� to r- \ o. �� _ 125.00 �_S27'19'26"E a Ni 4 o \ cs �' \ CONSERVATION' BUFFER PLAT LIMITS \ o �� s� EASEMENT ss5'18'o2"w 125.00 (R) Q I TRACT 0-22 \� ss, \�, \N I a I 134 (PB 121, PG 14) \ rs a\ 35 cn SEAGROVE PUD M ,. I (PB 121, PG 14) o I CONSERVATION BUFFER � �' C� \ \� \ �� S00 06 51 E 10 EASEMENT o M LEGEND ABBRE A > > \ c- c� \ �� f 29.38 UE I / VI TIONS N •� v � � _ w S18'09'16"W CENTERLINE �. \ \ `rS2825 25 I ' AC - DELTA ACRES (CENTRAL ANGLE) Q \ v` / 8 238 19 E 17.29 CB -- CHORD BEARING \ �� �\ \ cp. / CD - CHORD DISTANCE \ �. c� / DE - DRAINAGE EASEMENT \ �(p \ 1, E_ - STATE PLANE COORDINATE EASTING cp L - ARC LENGTH O \ \ LB -- LICENSED BUSINESS LME - LAKE MAINTENANCE EASEMENT �� s LSE - LIFT STATION EASEMENT , 0 N= STATE PLANE COORDINATE NORTHING /MSG e's ORB OFFICIAL RECORD BOOK-•�'I'2 • N OS - OPEN SPACE SO 9-5 18�5 \ ` SET PRM PB - PLAT BOOK \ PC - POINT OF CURVE PCC POINT OF COMPOUND CURVE N 7c� \ \ \ POC POINT OF CUSP � fn 0 �A \ ao PRC -� POINT OF REVERSE CURVE t79-) ,�5�LA� NOT PART OF THIS PLAT PT -POINT OF TANGENCY�. \ N s PNT - POINT OF NON -TANGENCY �� "6,: 2p11 \�'., 0 0 z CONSERVATIO NN PG -' PAGE 02 N N.W TRACT C \ R RADIUS -o ,��6• s �. LA (ORB 2507, LPG 2,92) NORTH (R) INDICATES RADIAL LINE G L'_ LAs RGE -RANGE �� o �� QG •� \� � d (PB 121 PG 14 ) SEC -: SECTION ✓ 6� w GRAPHIC SCALE SF SQUARE FEET o -� PRM 56 N� M `a`s SET PRM 40 0 20 40 8 S.M.T. WATER MANAGEMENT TRACT G o. 0 TWP TOWNSHIP 140Am <" SP c\, M o� 3 UE UTILITY EASEMENT ® RM DENOTES PERMANENT REFERENCE MANAGEMENT ACCESS MONUMENT pip P O�c�\O cs. , EMENT �� U ( SIN FEET " ENT �� Z � oa N �� N INTENDED DISPLAY SCALE: 5/8 IRON ROD WITH CAP STAMPED 1�p` PG�C P� /_ 5' 25. N ,.C&W PRM LB 3591., ,`` \ 4o 1 INCH = 40 FEET UODENOTES PERMANENT CONTROL POINT r, �/ 121, „ " s �Cti ( 8 � 11 O !n NAIL WITH WASHER STAMPED LB 3591 � \p \ < �- ®- DENOTES SET 5/8� " IRON ROD WITH PLASTIC 7"t Goo. / �! \ SET PRM ' w CAP STAMPED " C&W LB 3591" Pa / vE 1io 0.Z ►� - DENOTES SECTION CORNER cr_ \ S23'23 53,. E tom 215.07' H - DENOTES 1/4 SECTION CORNER SEAGROVE PUD .�►, to (PB 121, PG 14) g , Ioc ,�+� 38 �' -o SET PRM 1 kpa 39 ' s�sr. 0-25 srRs ' N 17.065 AC -P. N� 66" PLAT UMITS •�pCT 0-9 � — MATCH LINE THIS SHEET PLAT BK 133 PG 30 KEY MAP NOT TO SCALE NORTH 10 1 �1 9 � /12 ' SEAGROVE/ PUD . r/ (PB 121,/PG 14) j i LEGEN D/ABBREVI A110N S 1 - CENTERLINE A DELTA (CENTRAL ANGLE) AC - ACRES CB CHORD BEARING CD - CHORD DISTANCE DE - DRAINAGE EASEMENT E= - STATE PLANE COORDINATE EASTING L! - ARC LENGTH LB - LICENSED BUSINESS LME LAKE MAINTENANCE EASEMENT LSE - LIFT STATION EASEMENT N= - STATE PLANE COORDINATE NORTHING ORB - OFFICIAL RECORD BOOK OS OPEN SPACE PB - PLAT BOOK PC - POINT OF CURVE PCC - POINT OF COMPOUND CURVE POC - POINT OF CUSP PRC - POINT OF REVERSE CURVE PT - POINT OF TANGENCY PNT - POINT OF NON -TANGENCY PG - PAGE R - RADIUS (R) - INDICATES RADIAL LINE RGE - RANGE SEC - SECTION SF - SQUARE FEET S.M.T.- WATER MANAGEMENT TRACT TWP - TOWNSHIP UE UTILITY EASEMENT WMAE - WATER MANAGEMENT ACCESS EASEMENT ®PRM - DENOTES PERMANENT REFERENCE MONUMENT 5/8" IRON ROD WITH CAP STAMPED "C&W PRM LB 3591" QQ - DENOTES PERMANENT CONTROL POINT NAIL WITH WASHER STAMPED "LB 3591" - DENOTES SET 5/8" IRON ROD WITH PLASTIC CAP STAMPED " C&W LB 3591" ►Zj - DENOTES SECTION CORNER N - DENOTES 1/4 SECTION CORNER SEAGRt'l1v.ff PHASE 2 } PiV THIS INSTRUMENT PREPARED BY PLAT BOOK RONNIE L. FURNISS PAGE 20 OF . ET . 12 OF 12 BEING A REPEAT OF TRACT A, OF SEAGROVE PUD, ACCORDING TO THE .PLATCAULFIELD and WHEELER, INC.SHE . SURVEYORS - ENGINEERS -PLANNERS THEREOF RECORDED IN PLAT BOOK 121, PAGE 14, PUBLIC RECORDS -0F ST. LUCIE 7900 GLADES ROAD, SUITE 100 COUNTY, FLORIDA, LYING IN AND BEING A PORTION OF SECTIONS 5 AND 69 BOCA RATON, FLORIDA 33434 - (561)392-1991 TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB3591 1 S'°s s o8,e MATCH LINE SHEET 9 A=14*06'40" L_=67.73' .� umm S83'S7'39' W 25' r""25• I� w in 357 A=5'S1'04" S85.Os'36"E - 5262 SF NOT PART 4� 247 23.28' 10' i — L-3o.s4 OF THIS PLAT Z 0 4002 SF �6'25'24" UE 0 N LAKE TRACT 8 L=36.44' r- N � S89'13'S1 "W 106.62' — 97.ss' „ N ;� . �s*30'44', (PB 121, PG 14) N N S83'57�39"W A=4 56 27 N o 358 L=34.10 R=300.00' 90 2L=28.03' �n o iv tD N 4869 SF I �33'18'26" 0 2715 SF 0 d I v ``' ,°4n N L=174.40' 96.67' ' N ? a w S83-5739"W to 10 103.4 o 245 6=4'56'39" M ►a UE 45'26„w 29" I C 0 9721 SF L=28.04' � .4 N <\ 7. y NORTH / y;`0 o-ykp GRAPHIC SCALE 0 0 20 40 80 El m IN FEET \ ( ) INTENDED DISPLAY SCALE: 1 INCH = 40 FEET Q 14'1434"W PC P4 74 RM R=31.00' �E� \A=82'22'S5" L=44.57' � 'N. �W No. _ D DI D ��� I G' 3p - S \ ;.A \ >3 cr O9 p G N� O 0Ar G LA �� IL 7c c!a 233 - �'%. * R=175.00' 3>> 2 ��• a=3003920� FOUND 4"X4" o?, CONCRETE MONUMENT & SURVEY DISK 5. STAMPED "PRM L133591 N=1169627.35 E=861915.84 -v ,0 -A OG �ZtP07 s C �n c� 7 G AQ v7� ? 2N