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HomeMy WebLinkAbout132 18-21 Creekside Plat No. 6CFN # 5469797 PLAT BOOK 132 PAGE f8., Recorded 04/21/2025 01:36:59 PM SAINT LUCIE COUNTY Deputy Clerk GOMEZA ldoomwft� mommmira -"& T NCDo.65' DESCRIPTION: A SUBDI VISION W1 THIN A PARCEL OF LAND LYING IN SECTION�/26 AND 27. TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST LUCIE COUNTY, FLORIDA, BEING MORE SECTIONS 26 & 27, TOWNSHIP J5 SOUTH... RANGE J9 EAST, PARTICULARLY DESCRIBED AS/FOLLOWS: ST LUCIE COUNT FLORIDA BEGIN AT THE INTERSECTION OF THE NORTHWEST CORNER OF THE PLAT OF CREEKSIDE PLAT NO. 1. AS RECORDED IN PLAT BOOK 55, PAGE . 12, PUBLIC RECORDS OF./ST. LUCIE COUNTY, FLORIDA,'AND A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF STATE ROAD 70 (A 200 FOOT f I I T)PT)MATTOW -01% t= r­- r:> j== ie- c� 1 r =1 A -F- K te�% XZ i DE RIGHT-OF-WAY);/THENCE ALONG THE WESTERLY LINE OF SAID UKUKZ�,IUL I-LAI NU. I ME FULLV N1,7 ILN kIV) UALL..>: IML1,41-r- ZVuln 21'39'02" EAST, A DISTANCE OF 200.04 FEET; 0 THE I- POINT -OF- CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF INSTR # 5469797 1 1 1 ./T STATE OF FLORIDA P BK 132 Pages 18 - 21 1�'000 FEET, A CENTRAL ANGLE OF 32*3704/; THENCE ALONG THENRC A DISTANCE OF 102.47 FEET TO THE POINT OF TANGENCY; THENCE SURVEYOR'S NOTES RECORDED 04121/2o25 0136:59 PMfl -,r -,rLjr_nntKtT A'r7 r1H0WA-r"Dr f)C- A 1-"D%/C rlr)klt-A%lr KjnD-mJrA�ZTC01 V WAUKIf-_ A COUNTY OF ST LUCIE I "I'l-ry I Z)UU I ri 10 U0 LA,>I, /A?U1311-fl4tL ur cjj 't F-LLI; v 1_z 11 SAINT LUGIL �RADIUS OF 400.00 FEET�A CENTRAL ANGLE OF 45-49'55"; THENCE, ALONG JHE ARC A DISTANCE OF 319.97 FEET TO THE POINT OF KNOW ALL MEN 13Y THESE PRESENTS THAT THE CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A CHAPTER 190 COMMUI(IITY DEVELOPMENT DISTRICT, AND D.R. HORTON, INC., 1) THE BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED BEARING OF SOUTH 00*42'37" EAST FOR THE WEST LINE OF TRACT TANGENCY, THENCE -NORTH 79*54'00" EAST, A DISTANCE OF 143.22�FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE A DELAWARE CORPORATION, HAS CAUSED THESE LANDS SHOWN HEREON AS CREEKSIDE PLAT NO. 6, TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DOES HEREBY OST-1, CREEKSIDE PLAT NOA, PLAT BOOK 85. PAGE 5. ST. LUCIE COUNTY, FLORIDA. SOUTHWESTERLY HAVING A RADIUS 017/80 ' 00 FEET, A CENTRAL ANGLE OF 1*13-21'39"; THENCE ALONG THE ARC A DISTANCE OF 158.28 FEET DEDICATE THE LANDS AS FOLLOWS: DEPUTY CLERK GOMEZA TO THE POINT OF TANGENCY; THENCE SOUTH �1.3'15'39- WEST, A DIStANCE 6F 148.18 FEET TO THE POINT OF CURVATURE OF A CURVE 2) ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, CONCAVE NORTHEASTERLY, HAVING/A RADIU� OF 70.00 FEET, A CENTRAL ANGLE OF 62*42'03"; THENCE ALONG THE ARC A DISTANCE OF 1) TRACT RD-2 SHALL BE FOR THE PURPOSE OF PRIVATE ROAD RIGHT OF WAY, PUBLIC AND PRIVATE DRAINAGE, PUBLI AND PRIVATE UTILITY PURPOSES AND SHALL BE INSTALLATION, MAINTENANCE, AND OPERA11ON OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, -26'24�' EAST/A DISTANCE OF 1,32.06 FEET; THENCE SOUTH 64*41'43" EAST, A MAINTAINED BY THE CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A CHAPTER 190 COMMUNITY DEVELOPMENT NSTRIC AN EASEMENT SHALL BE RESERVED FOR ACCESS 76.60 FEET TO THE,POINT OF TANGENCY;/THENCE SOU..1 49 INSTALLATION, MAINTENANCE, AND OPERAT10N OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF DISTANCE OF 211.00 FEET; THENCE SOUTH 02'11'21" WEST, A DISTANCE OF 121.26 FEET, THENCE SOUTH 37'07'16" WEST, A DISTANCE OF GRANTED TO SOUTH FLORIDA WATER MANAGEMENT DISTRICT, CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A CHAP R 190 COMMUNITY DEVELOPMENT DISTRICT, ITS AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A 105.36 FEET; THENCE SOUTH /57'15'08;' WEST, A DISTANCE OF/157.86/FEET; THENCE SOUTH 24*04'05" WEST, A DISTANCE OF 36.14 FEET; SUCCESSORS AND/OR ASSIGNS, AND ST. LUCIE COUNTY WHICH SHALL NOT BE RESPONSIBLE FOR ANY MAINTENANCE OBLIGATIONS FOR SAID EASEMENT AREA. SEE NOTE #4 PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SEC11ON SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS THENCE SOUTH 01*00'12- WEST, A DISTANCE OF 57.48 FEET;/THENCE/SOUTH 23'43'31" EAST, A DISTANCE OF 89.51 FEET, THENCE SOUTH HEREON. GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, 75'32'07" WEST, A DISTANCE OF 71.76 FEET; THENCE NORTH 83*19'iO" WEST, A DISTANCE OF 88.01 FEET; THENCE NORTH 72*00'01-"WEST, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE I - 2) THE OPEN SPACE TRACTS (OST-1 AND OST-2'), AS SHOWN HEREON, SHALL HEREBY BE DEDICATED TO THE CREEKSIJE AT ST. LUCIE HOMEOWNERS' ASSOCIATION, INC., FLORIDA PUBLIC SERVICE COMMISSION. A DISTANCE OF 132.34 FEET; THENCE NORTH 52*08'24" WEST, A DISTANCE OF�100.75 FEET; THENCE SOUTH 86*37'.30�-WIES-T, A DISTANCE T ITS SUCCESSORS AND/OR ASSIGNS, FOR OPEN SPACE, PRIVATE DRAINAGE, PRIVATE UTILITY AND PURPOSES SET FORTH BY SAID ASSOCIATION, AND ARE THE MAINTENANCE OF 43.97 FEET; THENCE NORTH 53*30'16" WEST, A DISTANCE OF/190.34 FEET'; THENCE NORTH 88*46'18" WEST, ADISTANCE OF 93.11 FEET; THENCE NORTH 11'18'02" EAST, A DISTANCE OF 47.51/hET; THENCE NORTH' 39'28'40"'-WEST, A DISTANCE OF 194.57 FEET;,THENCE-NORTH RESPONSIBILITY OF SAID ASSOCIATION. 3) THIS SUBDIVISION CONTAINS 26.03 ACRES MORE OR LESS. 11 11 1 _ T, .S TH 61*54'59* WEST, A DISTANCE OF 134.97 FEET; THENCE NORTH 66-40-25- WEST­,�,A DISTANCE,OF 312.71 FEET;/�HENCE NO�TH 20-16-43" WEST, 3) E WATER MANAGEMENT TRACT (WMT-1) AS SHOWN HEREON, IS HEREBY DEDICATED TO THE CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT, A CHAPTER 190 COMMUNITY A DISTANCE OF 96.57 FEET SAID POINT BEING ON CURVE/CONCAVE NORTHWESTERLY, HAVING A RADIUS/OF 275.00'FEET, A CENTRAL EVEL6PMENT DISTRICT. ITS SUCCESSORS AND/OR ASSIGNS, FOR WATER MANAGEMENT PURPOSES AND FOR PRIVATE DR�INAGE, PRIVATE UTILITY AND WATER MANAGEMENT' rx JL R IFICATION OF ITLE ANGLE OF 04*58'48", AND A RADIAL BEARING OF NORTH,1�19'16" WEST, THENCE WESTERLY ALONG THE/ARC A DISTANCE OF 23.90 FEET; M AINTtNANCE PURPOSES AND ARE THE MAINTENANCE RESPONSIBILITY OF SAID CREEKSIDE DISTRICT. SAID POINT BEING ON A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 60.08"FEET,/A CENTRAL ANGLE/OF 20-08'26, AND A STATE OF FLORIDA RADIAL BEARING OF SOUTH 14'39'16" EAST, THENCE SOUTHWESTERLY ALONG THE ARC A 61SfANCE OF / 21 09 FEET; TO THE POINT OF 4, AN EASEMENT 10 FEET IN WIDTH IS DEDICATED WITHIN THE LOTS AND TRACTS CREATED BY THIS PLAT THAT ARE ADJACENT TO TRACT RD-2 AND SAID EASEMENT SHALL COUNTY OF ST. LUCIE r �MAINTENANCE OF PRIVATE AND PUBLIC UTILITIES. BE ADJACENT TO TRACT RD-2 AND SHALL BE FOR THE PURPOSE OF PROVIDING PRIVATE DRAINAGE, INSTALLAT10N AND 2.50 FEET, A ENTRA�' ANGLE OF 38-14'39-. THENCE REVERSE CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20, C WESTERLY ALONG THE ARC A DISTANCE OF 135.17 FEET TO THE POINT OF REVERSE CUR Y AT LAW, FLORIDA BAkNUMBER I "-il- A DULY LICENSED TO PRACTICE IN THE STATE OF FLORIDA VATURE OF/A CURVE CONCAVE SOUTHEASTERLY, I AN ATTORNE I THE DRAINAGE EASEMENTS (D.E.), AS SHOWN HEREON IN NOTES 1, 2. 3 AND 4 ARE HEREBY DEDICATED TO THE I KSIDE 'COMMUNITY DEVELOPMENT DISTRICT, A 4 - TITLE TO THE LAND DESCRIBED ON HAVING A RADIUS OF 17.50 FEET, A CENTRAL ANGLE OF 15-29-17-, THENCE WESTERLY ALONG TI-IE ARC A DISTANCE OF 4.73 FEET TO A D MAINTENANCE OF DRAINAGE A �ID IN G AORVANDING, HEREBY CERTIFY THAT AS OF HAVE EXAMINED THE RECORD POINT ON THE EASTERLY LINE OF CREEKSIDE PLAT NO. 4. AS RECORDED IN PLAT BOOK 85, PAGE P. PUBI!IC RECORDS OF ST. LUCIE CHAPTER J90 COMMUNITY DEVELOPMENT DISTRICT, ITS SUCCESSORS AND/OR ASSIGNS, FOR THE PURPOSE OF INSTALLAtiON, OPERATION AN' TI­'IS PLAT IS VESTED IN CREEKSIDE COMMUNITY DEVELO AE�TT DISTRICT, A CHAPTER 190 COMMUNITY DEVELOPMENT DISTRICT AND D.R. F�CILITIES! AND ARE THE MAINTENANCE RESPONSIE31LITY OF SAID CREEKSIDE DISTRICT. ST. LUCIE COUNTY SHALL HAVE *E RIGHT, BUT NOT THE OBLIGATION, TO ENTER AND HORTON, INC. A DELAWARE CORPORATION, AND FIND NO MORTGAGES, ENCUMBERING THE LAND.DESCRIBED HEREON: COUNTY, FLORIDA; THENCE ALONG THE EASTERLY LINE OF SAID CREEKSIDE PLAT NO. 4 THE FOLLOWING FIFTEEN (15) CALLS: THENCE PERFORM EMERGENCY REPAIRS AND -USE OF DRAINAGE EASEMENT CREATED BY THIS PLAT IN SUPPORT OF THE CREEKSIDE COMMUNITY. NORTH 77*57'40" EAST, A DISTANCE OF 8.27 FEET, THENCE NORTH 12*02'20" WEST, A DISTANCE OF 80.01 FEET; THENCE SOUTH 77,57,40" PURSUANT TO CHAPTER 197.192 ALL TAXES HAVE BEEN PAID THROUGH THE YEAR 2024. WEST, A DISTANCE OF 19.13 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, �HAVING A RADIUS OF 25.00 FEET 6) THE UTILITY EASEMENTS /(U.E.), AS SHOWN,,HEREON IN NOTES 1, AND 4 ARE HEREBY DEDICATED TO FLORIDA POWER AND LIGHT COMPANY, BELLSOUTH, AND ALL OTHER - THENCE ALONG THE ARC A DISTANCE OF 24.96 FEET TO THE POI�T OF kVERSE CURVATURE OF A CURVE PUBLIC 011LITIES,-INCLUDNG CA13LE-TELEM SION\, FOR UTILITY PURPOSES AND ARE THE MAINTENANCE RESPONSIBILITY OF EACH U71LITY WITHIN SAID EASEMENTS. SAID A CENTRAL ANGLE OF 57'12'10". 1 BY. DATE: CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 95.00 FEET, A CENTRAL ANGLE OF 24-09-11', THE�CE NO�THWESTERLY ALONG THE ARC A EASEMENTS ASitH6WNjAEREON,Ak ALSO DEDICATED IN FAVOR OF ST. LUCIE COUNTY, FLORIDA ITS SUCCESSORS AND/DR ASSIGNS, FOR ACCESS TO. INSTALLATION AND DISTANCE OF 40.05 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, OAVING A RADIUS OF 25.00 FEET,/ MAINftNANCE�bF, PUBLIC U11LITIES AND FACILITIES, INCLUDING, BUT NOT LIMITED TO, WATER AND WASTE WATER LINES AND APPURTENANT FACILITIES. ST. LUCIE COUNTY, A CENTRAL ANGLE OF 49'46'19", � THENCE NORTHWESTERLY ALONG THE ARC A DISTANCE OF 21.72 FEET TO THE POINT OF TANGENCY THENCE FLORIDA SHALL NOT BE RESPONSIBLE FOR ANY MAINTERNANCE OBLIGATIONS FOR SAID EASEMENTS EXCEPT AS SHALL RELATE TO TI-iE sERmC1Nr, OF SUCH PUBLIC UTILITIES CERTIFICATE OF APPROVAL OF CLERK OF CIRCUIT COURT I BYST. LUCIE COUI�TY. NORTH 19'13'02" WEST, A DISTANCE OF 4.85 FEET TO THE POINT OF CURVATURE OF A CURVE CON CAV'E\N OR TH EASTERLY. HAVING A RADIUS 7�� Y,,--' STATE OF FLORIDA \THE P(51NT,0,,F TANGENq, ills* AY,OF A E ' DISTRL, A CHAPTER 190 COMMUNITY'DEVELOPMENT OF 59.00 FEET, A CENTRAL ANGLE OF 42*53'26"; THENCE ALONG THE ARC A DISTANCE OF 44.17 FEET TO SIGNED AND SEALED 1 -2025, ON BEHALF OF CREEKSIDE COMMUNITY D'EVELOPM NT Y' THENCE NORTH 23'40'24" EAST, A DISTANCE OF 91.99 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY, HAVING DISTRIC COUNTY OF ST.,LUCIE 0 THE ARC A DISTANCE OF 104.14 ftET TO THE POINT 06F A RADIUS OF 115.00 FEET, A CENTRAL ANGLE OF 51*53'11"; THENCE ALON TANGENCY; THENCE NORTH 28*12'54" WEST, A DISTANCE OF 46.39 FEET TO THE POINT OF CURVATURE OF A CURVE -CONCAVE BY: ATTEST: AT- -EST: 1, MICHELLE R. MILLER, CLERK OF CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, DO HEREBY CERTIFY THAT THIS PLAT HAS BEEN ask EYAMINED AND THAT IT COMPLIES, IN FORM, WITH ALL^THE REQUIROVEN S OF THE LAWS PERTAINING TO MAPS AND PLATS AND THAT SOUTHWESTERLY, HAVING A RADIUS OF 140.00 FEET, A CENTRAL ANGLE OF 19*17'04*, THENCE ALONG THE ARC A DISTANCE OF-47.12 FEET JOHN T. LYNCH'11, RESIDENT/CH�IRMAN BY: Affiv"" BY. 06 T HAS FILEQ F IN PLAT BOOK Uq�_, PAGES IF_-M! I TV A QR RECORD a OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THENCE NORTH 47*29'57" WEST, A DISTANCE OF 72.34 FEET TO A POINT, SAID POINT BEING ON A CURVE ADDR --S�. 01rift- TO THE POINT OF TANGENCY. 4 / T V ADDRESS: tlzww. TH S DAY OF P-e(h-- 2025. CKN Tv % ift &- ffl�__ I CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 59.00 FEET, A CENTRAL ANGLE OF 12*10'27". AND A RADIAL BEARING OF NORTH 42'30'02* A`Tr Owjul!,DGMI,,'N.,r 61 r . �rww EAST, THENCE NORTHWESTERLY ALONG THE ARC A DISTANCE OF 12.54 FEEI; II-ItNk;I1 NUK111 ZUZC5 D IIAZ�I, A U1,111ANUL Vr zt.4b rLr_1 w= TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF STATE ROAD 70 (A 200 FOOT WIDE RIGHT-OF-WAY) SAID POINT BEING ON A CURVE STATE OF,FLORIDA MICHELLE ILLER, CLERK OF THE CIRCUIT COURT, ST. LUCIE COUNTY, FLORIDA CONCAVE NORTHWEST, HAVING A'RADIUS OF 7,684.00 FEET, A CENTRAL ANGLE OF 03-24-12-, AND A RADIAL BEARINGOF NORTH 22*32'50" COUNTY OF ST. LUCIE ORNEY WEST, THENCE NORTHEASTERLY ALONG THE ARC A DISTANCE OF 456.43 FEET TO THE POINT OF TANGENCY; THENCE NORTH 64'02'58" EAST, ERTIFICATE OF APPROVAL COUNTY ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 171.23 FEET TO THE POINT OF BEGINNING. BEFORE ME THE UNDERSIGNED NOTARY PUBLIC, PERSONALL PPEARED JOHN L�N­CH. WHO IS PERSONALLY KNOWN Tb ME, BY MEANS OF N PHYSICAL PRESENCE OR 0 � ef CONTAINING 26.03 ACRES MORE OR LESS. ON -"L I N ARIZATION AND WH6 EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, AND THEY DULY ACKNOWLEDdED TO ME THAT THEY EXECUTED SAME. STATE OF FLORIDA COUNTY ST. LUCIE VIM b (SEAL) THIS PL T� TO FORM P Ll(� v NOTARY LIC, TATE Q"LORLDA -w,-* e DANIEL S. MCIN 7 TYR C UNTY ATTORNEY, ST. LUCIE COUNTY, FLORIDA �RINTED NAML 1 41 a I � --;- vv-1 A*" Aft"W04 /da MY COMMISSION NUMBER EXPIRES CERTIFI TE OF APPROVAL COUNTY SURVEYOR' *4& N STATE OF FLORIDA SIGNED 1""�SEALED THLS�Ay nr- 0 BEHALF OF D.R. HORTON, INC, X-DELA�WARE CORPORATION COUNTY OF ST. LUCIE 40 ry 0 Zm BY: WILLIAM BATSON ASSITANT SECRETARY ATTEST: AT -EST IT IS HEREBY CERTIFIED THAT THE UNDERSIGNED SURVEYOR AND MAPPER DULY LICENSED IN THE STATE OF FLORIDA HAS REVIEWED THIS BUILDING SETBACK REQUIREMENTS PLAT FOR CONFORMI'LY YnTH THE RELIQUIREMENIS OF CHAPTER 177, PART 1, FLORIDA STATUES. BY: BY: we FRONT: 25 FEET ADDRESS: dro _/ADDRESS: OWN ReAl REAR: 25 FEET --a SIDE: 5 FEET ACKNOWLEDGMENT Mo-* ALEXEY, GILEV, P.S.M. 7079, COUNTY SURVEYOR, ST. LUCIE COUNTY. FLORIDA SIDE INTERIOR 0 FEET STATE OF FLORIDA CERTIFICATE OF APPROVAL COUNTY COMMISSION COUNTY OF ST. LUCIE STATE OF FLORIDA BEFORE ME THE UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED WILLIAM BATSON,/WHO IS PERSONALLY,., KN OWN TO ME, BYMEANS OF PHYSICAL PRESENCE OR ON-LINE NOTARIZA11ON AND WHO EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, AND THEY DULY ACKNOWLEDGED TO ME THAT THEY EXECUTED SAME. COUNTY OF ST. LUCIE /I T IS 1HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE BOARD OF'COUNTY COMMISSIONERS OF x L HIS _1PtDAY OF Diftle-r-obtli- 202n C, TA OF FaDA (SEAL) 1�\I. UCI E co8!�ry, F��A, T NOTARY PUBLI 0, CD Lij PRINTED NAME ks� 49— 1 C RTIFICATE,OF APPROVAL COUNTY ENGINEER MY COMMISSION' qUMBEFRIO" — EXPIRES T A- — AW�'rv��,vbtlt- Stt Cl) 3n a STATE OF FLORIDA 0 z Lli r NCE OF DEDICATION COUNTY OF ST. LUCIE ACCEP. A 3 LL MINIMUM IVISION PLATTING REQUIREMENTS AS SET FORTH IN SECTION 11.03.03 STATE OF FLORIDA IT IS HEREBY CERTIFIED THAT THISPCAT 'MEET! - - D cf) Or THE ST. LUCIE COUNTY, LAND' DEVELOPM ENT ODE. COUNTY OF ST. LUCIE CREEKSIDE COMMUNITY DEVELOPMENT DISTRICT HEREBY: AN J. ZR Ack, P.E., COUNTY ENGINEER, ST. LUCIE COUNTY, FLORIDA 1) ACCEPTS THE DEDICATION OF THE EASEMENTS OVER ROAD WAYS AS SET FORTH ON THIS PLAT. 2) ACCEPTS THE DEDICATION OF THE DRAINAGE EASEMENTS AS SET FORTH ON THIS PLAT. ING AND DE1.7 ELOPMEN SERVICES APPROVAL ST. LUCIE COUNTY 3) ACCEPTS TH DEDICATION OF THE BOARD OF TRUSTEES TRACTS AS SET FORTH ON THIS PLAT. )F FL RIDA STATE COUNTY OFIST. LUCIE 4) ACCEPTS TH DEDICATION OF THE SANITARY UTILITY EASEMENTS AS SET FORTT­I ON THIS PLAT. MILF-S 70 DATED THIS 0 �AY OF Im U-& 2025, ATTEST: ATTEST: IT IS HEREBY CERTIFIED THAT THIS PLAT MEETS THE MINIMUM LOT DIMENSION REQUIREMENT OF THE PUD ZONING DISTRICT, AS SET -TE ROAD sTA CREEKSI COMMU DEVELOPMENT DISTRICT - - - FO 7.04.00 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE. SITE HOBEE ROAD BY: __v BY: wan -&A* CAA OKF-EC, ADDRESS: *A ADDRESS: 7:X� Y 1110000, I?LIANNING AND DEVELOPMENT SERVICES DIRECTOR BY: 0% - PIAT NO.6 JOHN T. L�NIITIII, PRIESIDENT/CHAIRMAN CATE )URVEYOR S,,CERTI"rI ACKNO LEDGMENT STATE OF FLORIDA LOCATION MAP STATE OF FLORIDA COUNTY OF,ST. LUCIE (NOT TO SCALE) COUNTY OF ST. LUCIE THIS IS TO CERTIFY THAT THE PLAT AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER �MY RESPONSIBLE DIRECTION AND SUPERVISION AND THAT SAID SURVEY IS ACCURATE TO THE IkST OF) MY KNOWLEDGE AND BELIEF AND BEFORE WE THE UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED JOHN T. LYNCH. WHO IS PERSONALLY KNOWN TO ME, BY MEANS OF 8 PHYSICAL PRESENCE OR El THAT PERMANENT REFERENCE MONUMENTS (P.R.M.'S) HA\�E BEEIJ SET AND THAT PERMANEN'T CONTROL POINTS (P`CP.'S) AND LOT ON-LINE rARIZATION Amn WH2 EXEC6T�D THE FOREGOING CERTIFICATE OF DEDICATION, AND HE DULY ACKNOWLEDGED TO ME THAT HE EXECUTED SAME. CORNERS WILL BE SET UNDER THE GUARANTEES POSTED I WITH ST. LUCIE COUNTY FOR THE/ REQUIRED IMPROVEMENTS, 'AND FURTHER, THAT THE SURVEY DATA COMPLIES WITH ALL OF THE REQUIREMENTS OF CHAPTER 177, FbORIDA �TATUTES, �S I AMENDED, AND IN (SEAL) VE NOTA LIC, TATE OF ACCORDANCE WITH THE SURVEYING STANDARDS CONTAINED WITHIN CHAPTER 5J-17. FLOIkIDA ADMINISTRATI , CODE, "SET VORTH,13Y THE TiON 427.027, FLORIDA STATUTES, AND ORDINANCES OF ST. LLfCIE FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT TO stc COUNTY. FLORIDA. PRINTED NAME THIS DAY OF 2025 MY COMMISSION UMBER0a_1!W_ EXPIRES ;.�EGIS RATION NO. 5383 A14DREW W. POWSHOK, P.L.S.- 46 I AAL LAND SURVEYING SERVICES, INC. W. MELBOURNE, FLORIDA 32904 3970 MINTON ROAD LB - 0006623 CERTIFICATE OF AUTHORIZATION NUMBER �14 TRA C T A CREA GE TABLE TRA C T AREA 0ST­ 1 1. 59 ACRES OST-2 J. 75 ACRES rID-2 J. 20 A CRES 10.91 ACRES z 4, STATE PLANE NOTE. - THE COORDINATES SHOWN HEREON ARE BASED ON THE STATE PLANE COORDINATE SYSTEM FOR FLORIDAS tAST ZONE NORTH AMERICAN DATUM OF 198J AND READJUSTED 41- PLA T-PREPARtD BY - NO. HEET IN 2011 (NADBJ111). STA77ON "DUCK 19.9'3" W4SjHELD FIXED AND "F 528 2001 CERP" 1A S FOR ROTATION BEING -00-00'J4" THE COORDINATE VALUES SHOWN ON THE PLAT WERE AAL LAND SURVLTING SL_R VICf1st C. PROJECT #45192, CREEKSIDE PLA T NO. 6,1 COMPUTED USING AUTOCAD LAND DEVELOPMENT DESKTOP. A PROJECT SCALE FACTOR OF YEA D 0 WS A T CRESKSIDE TO WNHOMES 0.999984060268 WAS USED TO CONVERT GROUND TO GRID DISTANCE. THE PROJECT J ZOF SCALE FACrOR CAN BE APPLIED TO CONV DA TE- 01-10-25 ERT THE GROUND DISTANCE TO GRID DISTANCE. ANCES SHOWN ARE GROUND ALL VALUES SHOWN ARE IN US SURVEY FEET ALL DIST J970 MINTON ROAD, WEST MELBOURNE, FLORIDA 32904 DISTANCES. (J212 768-8110 _T_ PLAT BK 132 PG 19 7 . 8 4 0 E o 7 5 7 7 OFFICIAL NOTICE. THIS PLAT AS RECORDED IN ITS GRAPHIC FORM, IS THE OF N o 9 - 4 3 i OF SUBDII/IDED LANDS DESCRIBED HEREIN AND WILL IN NO - -38.1 DEPICTION THE Y- D R-202.50 - IC OR _ _ _ 32.6 7 CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPH � 1 _ C .17 135 , e HERE MA Y BE ADDI TIONAL RESTRICTIONS THA T . � D/GITAL FORM OF THE PLAT. T - 38 _ 9 I 4 1 - B IV7 / C AY BE FOUND IN .THE .PUBLIC ARE NOT RECORDED ON THIS PLAT THA T M 8 e i O D F THIS COUNTY. s 917 REC R S 0 _ 152 1 7. 5 0 D R - .72 TRACT D ? CREEKSIDE TRACTS - 73 li 4 L 4. - PUT BOOK 124 PACES ?1-28 / , » : _ e 9 W 22 J � _ 1 42 8 5 _ CB S _ PAGE DOCKET NAD NORTH AMERICAN: DATUM O.R.B.OFFICIAL RECORDS BOOK (B.B.) BEARING BASIS D= CURVE DELTA R= CURVE RADIUS L= CURVE LENGTH CB= CHORD BEARING C= CHORD DISTANCE NR NON -RADIAL R RADIAL N 4„ x4n CONCRETE PRM FOUND PRM LB 4286 ❑ 5 8" IRON „ ROD PRM SET STAMPED POWSHOK PRM PLS 5383 /AMP UNLESS SHOWN OTHERWISE 3 5/8" IRON ROD PRM FOUND STAMPED "POWSHOK PRM PLS 5383" 27� ?d .OTHERWISE- N ESS SHOWN UNLESS AI AN DISK FOUND STAMPED w w • PCP NAIL D ,. , r , OINT OF o�r�►e� c , NOR1H{4EST CORNER OF SECTION ?d 4 6 P B 8 PC L 2 /F NOT TO SCALE SET 1 2 IR dk CAP PLS SJdJ I O T 'STAMPED BEGINNING P AI AN DISK SE PC NAIL D SEE CCR f17J29 � 11 f614 rr R WEST CORNER OF NO 7H 8 P OWSHOK PCP PLS 53 3 AT CRE£KSlDE N0.1 . PL OF 1 O P ET IRON ROD & CA S i 1 2 I 0 PAT OK 35 PAGE 12 / BOOK L F r r T. CIE COUNTY FLORIDA w w S LU 1 OK PLS 5383 _ fND. 4 x4 CM POWSH L i a I N NO ro , N NOTED B N AS D l J RV Y MARKER FOUND N E I SU E _ w e ( J+ rn` B l 5 e 9 2 6 z �o O 1 i O 2 0 / L 5 t N s CORNER � N COR E k 2 SECTION � E t / s 6 i � t P s V P / I o0 2 / L G £ / G U W 5 1 o� W 5 K 5 ►Ow v� 4 CORNER � cn 1 E G R K i OG o W 1 8 t REFERENCE MONUMENT n 1' o 0 . P PRM PERMANENT �/ J FND. 4 x4 CM P� _ N / J WM T ACT' CONTROL POINT TR PCP PERMANENT CO 0 No ro w W P PE 1 � � l o � 1 ti 8 rJ 0 , o .1 o A TN 2 / - E /D 1 S K E RE PL z C N A AND: SURVEYOR F I N PROFESSIONAL 0 L L PLS P O E oN 0 L TRACT WMT 1 6 _ 1 P G 9 A Es 1 2 t 5 P 5 / OK , � 2 DOOK B PL AT O 5 PL o SURVEYOR .AND MAPPER M PROFESSIONAL SSIO AL SUR EYO E oR � P S P O E N 2 / CREEKS/DE PLAT N0.1 - F� s 6 't V1 / g 6 � 0 i N 5 _ P AT OOK PACES f2 16 � (n PL B 53 2 , 1` tR N .. LICENSED BUSINESS 'N B L CEN S R 0 L _ E OF 5 � o 0 O t N G w I 4 9 /� r W N N 00 E SEC. SECTION Y 9�III O 7 4 N tM o R t� R/ N.111843 6 P W G D 9.79 Vd P sec -\ TOWNSHIP £ s TWP. , 1 . F o 4 c� 0 E P O 0 N P , / P GRID E. 845118. 622 .3 0 M T 1 R Y O NG. RANGE N R - _. R 0 aP► t G � f P A i 1� O� 5 �J f� 9 R vl NA 8 2011 D 3 9 9 N 4 R f 1 4 E E E 0 62 N G � RIGHT OF WAY: P � � n suRVEY RI 6 N ONAL GEODE C FOUND NA 17 W t R t 0 is • 2 t. R N 2 f / � 2 8 �+ . w : .� 0 1 G .8 8 h h d 9 n _ 4 out, _ u , R 6 4 _ Gr_ OST OPEN S r 8 /GNA T/ON DUCK DES TRACT C � 1 0 o N PACE TR C W 2 W ri z2 .. I _ d FLANGE - AN N ASED ROD ENCASED 1 FL GEEC 1 NEASEMENT i TAT C T LIFT STATION O 0 � Mi W LSE ... T :: 0 3 �/ FLANGE STAMPED DUCK 1993 ID -` IDENTIFICATION �I A : '..: p N Z V \ � P/D AF7699 Z z � 4 M POINT IDENTIFICATION N �J fND c P I D /{ < I1119037 310 'PRY 42d6 GRID N. ETC T E RAS gCi ETC 849578.65o _i 43 GRID E. SECTION 2 7 SECTION 27 oo, 6 NAD 83 201 TH, RANGE 39 EAST �% TOWNSHIP 35 SOU o h h - SECTION 26 SECTION 26, A+�9 O .a NE i TOWNSHIP 35SOUTH, RANGE 39 EAST � YL e F� f ti A DISTRICT r N.S.R.W.M.C.D. NORTH ST. L UCIE .RIVER -WATER CONTROL D S CT NR F N L7< > s , q 22 22 P b S ti t CC R CERTIFIED .CORNER RECORD -h GN 1 A `N N ti (RADIAL BEARING) R/NG r �PIZ _ s pU TNR C14 N42 cS s A 3002nE WMT 1 �S N N l7 LINE TABLE LINE BEARING LENGTH _ L 1 N77*57'40"E L2 , N12172'20"W 80.01' L3 S77*57'40"W 19.13' L4 N1973'02" 4.85' <, L5 - N287254 "W 46.39' L6 N472957"W - 72.34' L7 S202855"W 27.26' CURVE : TABLE VS DEL TA LENGTH CHORD CHORD BEARING ?0' 32"37'04" 102.47' 101.09' S37*57'34"E 0' 11321'39" 158.28' 133.70' N4325'10"W 0' ` 62'42'03" 76.60' 72.84' S18v5'23"E 70' 405848" 23.90' 23.89' N77'50'08"E 0' 20*08'26" 21.09' 20.98' S6576'31''W 50' 3874'39" 135.17' 132.67' N74'19'38"E D' 1529'17" 4.73' 4.72' S85'42'19"W 0' 5772'10" 24.96' 23 94' S732675"E O' 24'09'11 " 46, 65' 39. 75' 1 N56o5445"W 10' 49'46'19" 21.72' 21.04' S44196'11 "E ' 0' 42W 26" 44.17' 43.14' S027341 "W 10' 51 *53'11 " 104.14' 100. 62' N0276'11 "W 70' 1977'04" 1 47.12' 46.90' N37*51'26"W 0' 1270'27" 12.54' 1 12.51' 1 S4124'44"E CREEE=KSILDEE PLAT NC30.6_40, � e J��1�• A SUBDI VISION W/ THIN NAD NORTH AMERICAN DATUM O.R.B. OFFICIAL RECORDS BOOK SECTIONS 26 & 27, TOWNSHIP 35 SOUTH, RANGE 39 EAST, (B.B.) BEARING BASIS o= cuRVE DELTA GRAPHIC SCALE ST. LUCIE COUNTY, FLORIDA R = ` CURVE RADIUS 40 0 20 40 so yeo L= CURVE LENGTH L CBH OR D ARING , - C D-B E C= CHORD DISTANCE (R N NON -RADIAL c IN FEET R RADIAL O = 40 inch I 1 i h ft. 4 x4 SEE SHEET 2 CONCRETE PRM FOUND PRM LB 42 ,I 4 r i 0 SET 5 8 IRON ROD PRM_ S7A POWSHOK PRM PLS 5383 .: MPED � . 4 UNLESS NLES S r ' SHOWN OTHERWISE \\ _ LA FOUND \ -5 8 IRON ROD PRM FO D rr+ r , P S 83 0 o , /A POWSHOK PRM L 53 r+ ST MPED 5. CZ 2 O 0 0 . s UNLES SHOWN OTHERWISE N So •� 3 1 0 to �►WMT 1 0 - o , o 0 2 co 0 I STAMPED s PCP NAIL AND DISK FOUND S A ED o P L WMT 1 N O , 0 w � • _ s O , r y 0 O L 0 , E R 0 w 0 0 N 2 y 1 B 4286 0 o - PCP L 0 • . g N 0 0 �P► o � O Q 5 0 5 0 8 o _ 0 9 % 4 0 0 a 8 0 5 6 . , w _ O N s _. I TAMP G S PCP NAIL AND D SK SETS STAMPED Z / <: N � C 5 N o C r 0 0 P 1 o �, 1 o 3 0 0 OW HOK PCP PLS 538 o cr , 5 P S 0 N % 0 C7 Z cJ m _ . c� o �.. 1 „ 0 Q cZ Z N o I o --� 0 0 0 r, N , , I 0 � 0 _ 3 2 IRON ROD &CAP SET.. 0 a N 1/ 0 ^ "� G 5 N cs J:i L m 0 vi Z o 'h P rn k N O N O POWSHOK PLS 5383 � 1 � 0 a , $ Q o 1 cr O o m h it 0 � o rn o cL o 5 0 _ 0 G P V MARKER FOUND AS NOTED ll1 O SURVEY M � o s w a lH 70 N O k 1- O 4� SECTION CORNER ti 1 4 CORNER s PRM PERMANENT REFERENCE MONUMENT 1 P PE CP RMANENT CONTROL PO INT E\ TABLE N No v N o ^'- oQ i o• ,yh �k � 0 WMT-1 '�, o a fl tmn�, N -► o 0 0_ z o�, � � , �\ �0• •k'S k tip EAR/NG LENGTH �'o N -- -t o o �o m h Ii •h Q1 00 P 5 0 0 00 -oo _ o h Q N 'h s N s A S 1 Y ,J O LJ ,. -•�, � 0 81 k . o e? �n , N o m 82 '� G O `L o o $3 6 0 0 0 t � z o T57 40 E 8.27 , o - _ . h �, � o P F 0 8 o h � • '� 0 5 s m o o m o y � . 0 rr o U 80 0 � � s _ k , �73 02 W 4.85 r � 'S h �. � , 0 s. . •. 5 ti P. > o 0 6 k G 0 m k h 0 0 O 84 , o A k 0 h P ,c. 0 'S 0 s I I 0 0 N `� 0 LAND SURVEYOR � � > w M. S PROFESSIONAL � 5 0 PLo h "� o s h o 1 79 �. ^� cL 1� 6 78 P SM PROFESSIONAL SURVEYOR AND MAPPER LB LICENSED BUSINESS SEC. SECTION _ { _ TWP. TOWNSHIP �h i RNG. RANGE O O R W I RIGHT OF W AY • ti R) OST OPEN SPACE TRACT` STATION EASEMENT dt LSE LIFT '1 ID IDENTIFICATION PID POINT IDENTIFICATION ETC ETCETERAS SECTION 27 7 SECTION2 , o 1. s_ .fl. m 85 �_ /r r� ti 0 60 . k 0 # 1 p o• S, / r s F 7 / k 0 r 8 rn r •ti S s w / 0• - a 0 o , 0 o � , O �o h 0 � h 0 � p' �?� C� .e. `S'ir .J 4\ eA /r ,�'\ 'S , �j nj 0 6'- > ♦A w _ 0 5 P♦ o 125. 6' o > 0 k R 0 v 0 k o s > �• a P F F s s d \ 0 s s / ti o h 5' m r 0 N 0 > O � O � N 0 / 6 5 1 � 0 ri 0 s4 0 O , 9 0 O % � s s 88 o A � O � Z N Z V \� � , 'C >r N 0 - 5 O 0 a- � ti F G 6 �• 0 0 0 ti o F > 0 - _ s 0 , � s WMT 1 \ 2 77 5 o > s- J 75 t' $ _ 0 0 0 .9. _ 00.00 � s 0 2 i k k s s> 0 8 R D , h Q o o ! s �, o P h o � o _ ,� E s 2 .i k 0 0 _ ,� ti -9 .5 r c+ sr 6 S ,' 89 > s 0 L 0 0 2 c� , tiP 9 '� 0 s0 >+k 5 �5 3 � /17 � 76 o <" > s J �\ >. 69 CB�182 1 �� b ? 'h 0 0 , o o N 5 N o,� ti .k p � tip Q� • oo, ; 7 'h g s o> l <Y o♦ 'h k G s 2 ti .� o 5 h o \\ 8 � 0 0 0' k N , 0 9p s � F90 � N W � �. h o P 5 0 8 2 0 � h � o s 0 h to Q al 0 0 C S {� O J , 5 ti > O 0 g 5 o > s 9 k G o > o , � � ti 6 y 5 _ 0 r •� o 0 75 , o > > R 75 � 0 0 P _ ti o 91 0 o h -5 5 � �h O 5 � �" • 0 k clr 4 A \ c9 L 7 0 k ti y o � \ 9 3• 0 G ♦A r J 0 1 0 0 � , TOWNSHIP 35 SOUTH RANGE 39 EAST � h , 0 WN S ,� m N 'h F , 74 � s 5 0 P s > s ! s h . 1 .7 , s 0 0 0 > e 1 2 h • SECTION 26 SECTION 26 > ti 1 8 .k F. 6 0 a'i ,fl.92 � � 6 6 � o, 0 1 .� o E o 0 s o r , r ,• k 0 ,9 0 h 0 s 0 0 , o 35 SOUTH, RANGE 39 AST 1 0 TOWNSHIP T E ♦ e- 3 7 o ,r/ 0� 6 5 � 0 y 9 o ti 2 6 061. Q /G o , l o N k o UCI RIV WATER CONTROL DISTRICT � 0 � o N.S.R.W.M.C.D NORTH ST L E ER E S � 5 0 n2 � G _ s p o h 0 0 U CCR CERTIFIED .CORNER RECORD 1 72 � p 5 o C-+ k Q. h 0 6 � .9. . o Q 0 0 5 '1 0 93 s o r \ � o ♦ 0 5 0 � B r / 0 0 ti r 0 0 0 0, y P 71 0 G h h / 0 1 1 9 � 0 o s h o h 4 0 V 0 R 225. _ y O 0 � , 5 0 G o 3 N O k k , S - cL 1 ti o � _ 9.75 C 137 f I.i3 .s OST 1 h h o P L 1 / � / c 70 8 ^� � s / 0 0 6 �'U8 s s �' 'h '� 0 � - 2 .5 4 •. 0 � ? o h Q o 40 "W _ o. i o . � s .� S77057 R 1 s s k .k o ti N 0 0 • N .4 - S f k � W �cv o G = 48 40 co s 6♦ o k , 15 33 20 = 4 46 � WMT 1 6 h h 0 ti 0 D D 1 57 h 0 •t� 7 0 '� h 0 _ 0 I 'ti 'h 2 I 1 7 5 _ _ 9 5 ? 2 .� a o 8 0 4 '� 9.13 s o 1 9.55 .h O . 5 R -5 L C ., 0 S C 4 � � 49.0 '�� • "� Fr _ 73 N I o 9 •� .k �� 9. I O o ti F .k 0 ti 5 E F s s , � o 6 0 L 0E 73 ry 5 o 5 44 2 CB�lV86 0 8 ti � o h k G ? h 0 ti 8 ^� Q B o 0 y o c _ � 69 , , P _ 0 6 h R 2 0 0 0 o 9 G C 4 D O 0 5 _ -3 �. 0 5 w 0 S 1 0 5 0 W ,3 'ti 'h l I S h y 0 6• • P <v 1 ry 0 co k 0 � l 4 _ O 7 � O 0 5 C1 2 2 2 / o 4. 2. 77 0 12 23 � � �• o o � k 5 I S L C 6 h F � ti B h s co O o h 0 G o � 8 h ? � 68 '� s 4 ti o 4 O O „ S O 0 0 O Q R 25.00 � " ry � o k 6 0 0 h G _ � 1 � s 0 , s , h O M 0 . R 5 � w s k , 17 O � o D h R _ � 0 � Q 9 s "i 0 D o , 9 ti , 0 ? A 1 D 90 0 00 <v O h o , S _ 0 0 67 � 0 h s j�tE ry o ��+ o ♦ 1 0 Q 18. 0 5 C 3 / O � 6 0 2 :`� G O ? 5 0 s T 7 C h s °l D B � 7 s o o S 1 >< 2 , ,. i / L 39.2 ? 0 5 2 � 7 k 8 O ti0 w o 0 , o° G o Q L , 6 h P ^� S o �. B � �. O 0. � s 0 B -,37 O o � R D 5 2 0 ti o P - 5 h 4 0 t 2 ti o C c o � G F` - R� h ? �. 0 O ti � tR A 66 � 5 ? .x v h w s L 1 o , 1 ry 6 5. 7 • h O 0 R Q• O � /w � ? 5 1 o 0 0 0 Q o W A 0 0 v Q R •. 4 �\ ti 64 O 5 1 0° ti O h 5 o O � G ,_ 0 0 � ry 7 o 7 4 0 "� s ti ? �' 7 ^ h o s , ti o P � o o 0 3 h O _, Q� 2 � ti r 0 0 O k 6 A O y � o 2 � 94 � d h Q s o 0 5 , o ti , O "� h 0 0 1 r o 5 c i. r ? o O G ") e O 0 ti k O � r O � O 6 . o, , 0 v O F ti � P cV k r r. / h � ti ,•. O o O r k o r 95 N e , 64 h F � o h LV \ h h - Q F+ O � ? O O � _ 0 � k 1, 0 R 75. o , 2 00 D 1 18 58 � ti �. o � G o k cb o � cL O O 96 cV .� O O h G ctr � a k o o _ h �\ , , _ P P _ 0 o '� h L 6. � O � O I '5 32 C 6.32 r � �� r � N 0 h O O ? h � r (� 0 r ? 6 O o D , C� 1 G � , o � h � h 6 o, N. -J. P v o /k cL c o � o ti � 97 0 ? o o a s h w o 0 0 co ry , s o CB N74 41 15 Q o E 0 o . ,� • a ? o o \ o ti 1 � 7 ti o .9 h o 3 O c�` ? o k h O �- o• 0 0 o .oti o ? 63 , � o s h 0 t0 O G � h AY 8 "� O o G 0 • 0 98 e� o o • ti o SEE DETAIL A w o ? ti0 � ti o o . h o O ry ti O O k ti � � t t+ O h 0 o � 0 w ti o .� 6 a E G SHET2 � 8 00 � 9 k h s . rn o h �' o. 6 .� ,� O o 102 h �iG o h o tio, D e o �� ? 99 '� ti o o. � . h o o /' o 0 62 © o o o w h 0 5 � o � o ry + Chi O a Q � �, O O h �i 0 k , O 1 � C �. � _ F O o 10 � o -2 s o 0 0 0 R 8 ., ti s h e� o G s ry cv O Q � k 6 3 OST 2 0 0 r � , 7 C h , o ti �, o 0 0 , ti o C� , 1 � • o o , z ? h 4 9 O � o - 5 s 0 P h _ o 3 �, ti 6 1 1 1 h o ,. � a ti •� ^� o •8 ti o L ? o . ti 1 • 9 Q ry 0 1 O 0 0 8 ? .o o ry Ol ti ti o � F k e O 0 o O � co O 0 0 CB o - � o O ti ? , O , � o o h O h l �. o o ti ti o T � ti � � �. r 0 C17 0 o 6 o � ti o a O ? 0 0 0 0 ti �- h � � o tv �• ? 0 o ti � O % o o s N� O o S �o , G a \ o s P o ry o �, ti 0 � 1 9 0 1L o-o o ^� 03 h 9 0 59 0 0 0 0 0 0 ry O co 1 ^� 8 h o s cO ? h 0 r O O O � c O . so O 04 � 1 o � 1 � o � � o , ti ? ? 0 0 O O r Ro � , O o b 2 � h O 'c , s _. 0 O � 0 O O � � O h O O [� � 58 , o s ti s � O h R O s OST 1 o 05 0 1 �. 0 0 o 0 0� F o w , 0 ti 3 , o O o , 8 O �. � s 0 ry V O o O 5 / h TRACT D 2 CREEKSDE TRACTS '`� • s � �. 9 O ? o 0 o ryo , h p ? ri rr ti '� ti 5 A K 124 PAGES 1 8 o � o 0 1 � PL T B00 2 2 , O �. 0 4 G O ti0 of O •. O � G v •. O s s ti h 0 cV P o 0 6 ti Q' r r O r F \ d 1 ? O o o w C � s O S co 0 5 � � ti o o o ^� 07 0 0 1 o � w 5 cb o 00 0 0 , 1 ti h •, o � 1 9 ti 1 ? ti '� ti 1 a o � h � F � h � r ., , O o o ? r 0 �v � •0 O ti - G O 6 � 1 h 0 LANDS DESCRIBED IN ry0 � G 6 � h 0 ►. 9 Ec O , ry O / S O ry � ti 6 O o Q ti OFFICIAL RECORDS BOOK 2760 PAGE 826 cL 1, h h o w 6' S .� 5 0 o 0 6 0 o "� _ O T r � ti do a 1 � G ? h r o o s o � o 0 0 1 o ti 5 ry0 o j s h e 0 O G , 1 h , o r � 0 1 h 0 7 r S _ o o P ( ti o ti 0 d O 1 ti / `'h o , h ? ti-, ., 108 � . cO F O 6 6 ti o � "� r r o O , o r k 9 , h O 5 c ti: r 0 e � O f 0 O .J e r 4 ^� 0 0 r 5 8 ti 1 1 0 Z ti ti 0 ry 0 0 0 � 0 1 '\ G , 1 s , , o O 6 h � 'h ,0 0 o ? l P � t 0 o O � \ o 9 0 > 6 6 \ h s 5 O 0 10 � 0 l pp 0 ti ti "5 O 1 0 w O 5. 1 1 a o c r 1 0 h 0 5 1 � � � o , 1 ti 0 15 -1 0 0 , r G cV r o •. e 0 s _ 0 1 ?o O 'h , co 0 \ P �• o n� w I10 .� OST 1 SHEET 2 O i k KEY MAP � s o �1 O 0 � ti � `�(\ o. , v 6 rY , lC� O s "� •. ,cv ^ �. ti 5 0 •C O 16 0 , � o ti ry � 1 \ �' o ti o h 4 F. I 0 r 2 0 1 1 r o 0 a o� 9 5 .. 0 O 0 0 h , � l - G No T -� �i TO -SCALE F 17 0 ., ti 0 1 co h rn o � ti O 1- 0 Dc P \ , O cb >t 0 1 11 3 r � � 0 1 � H , 0 6 •. o > 5 < : s r 0 0 0 r �r O r�V 0 v 0 '\ � ti h � ? 8 � 1 1 � l O o � h �o \ O � 0 v 0 ti � s 0 1 0 •. o h .� o 0 ry r � ?' 14 I � s \ � r o _ r o o c�` r 7 f� to 6 1 0 9 h o 9 3 0 0 �. 2 \ h 2 •v co 5 cr _ 6 J I, 0 0 sr o 7 O O O /� ry 0 , E r 5 ry w o O � 2 0 0 ti 7 r O 1 . r 3 G �e h ew 0 O ? � o �� O S ro �. 1 O O � 20 0 I o � l o , 0 8 , R e 1 R ti o � 5 ti 2 0 .�\ S h A 0 T , � 2 BEND � t RIVER h O o S to -' O � G �i c9. O � ti 3 6 11 � o � O 0 k 9 t � � \ r O ti 0 ti O Q , V W O DRIVE `1� DR .� e t � o , t 2 do h 1 l W i ry 1 O > e t s co r 0 .. O b• � W ti ti '5 w O O ,` \ 0 a 0 -' s. 'L o v h e t • b o� 1 I „ n o� _W I tio• �c •. � v 5 _ _� O ") Gi C i of , _e V t ..._ h � F. D 23217 O N O � O O � t�V h (� , ry O Q <v h .tx -� h ►7 e . 0 o A , o N o O � cV e >_ � h t - 0 � L 7.75 N h co e S tiO � 0 , "� S ti W G '\ o h 21 � t r h s �. r � o � N � o o . � �. 115 H � l o �o , e h O cv h o n N O \ O ry � 4 W n h k � nc c\c W o s Q' k r ►\ N W 1 O C o � r z OST .. 1 � � / N ti 22 :� � -o y � O 4i 4� O C� c t i � 1 � 1 Z oroiuc amva � 1 O V k to o F. N � S o � Ik o n � x 0 0 � t c� h 0 ry c N o 00 n 1 O ti m 5 k k / t 5 ti 0 1 O 1 ? 5 ? v 114 N s �. N 23 � G o � o . 'h 5 o _ y ti .. 0 G U O \ t o 6 ? •. o •, N t ti o ro ti � 11 .• 9 � t r Z .�naar vn.nr c ., O � 8 .. 5 117 ! 0 1 h. , , s 5 � 1 r t ti 24 Q ti h `r 1 18 t � 1 o 0 r , -Q t r � � 5 r s o � 0 h 119 t G k 6 , O ? O N t ti � h O t P o t �h 9 t 0 l\ 9 0 •. _ F 1 0 1 ►\ t 9 1 h O N. � l o , / OST 1 t h k > �. 5 1 0 o v o ,. v 0 5 o IVERBEND � 2 •. R ACT 2 CREEKS/DE TRACTS t Q O TR D �. �\ � 6 0 u r - 0 N t o 1 l r nc .00 _ o ,- R 25 o G `i- o � d• DRIVE k r o s v PLAT BOOK 124 PAGES 21 28 ► o t `l- � r � I N P rx r I o k. � h s 1 \o _ 0 � , �. \ 1s� 1 N _ o. ' l �. l D 95 44 21 � 1 u S O � N t , s � 6` v u s s 1 N , o Q s o ti > `. 1 t 1 N _ Tr C}' v 1 1 4 .77 � A 1 _ L s t cP 8 -S 38 19 0 0 cfl G L � o o { S O , 0 , t 0 � o P o 9 ,9 k O 0 • � L =51 67 � cx�ax h h nnv>p t L`� 0 � h � 1 `i� N F �' � R 5 couirr -.5 t 1 2 0 � 5 � 1 S .00 t Q 1 26 ? � 1 o G O 0 k , 5 o N t i t O O SCR/BED IN LANDS DE t O 0 h h ✓O R 0 ti !x 5 _ h 0. D AG 826 , 0 D OFF/C/AL RECORDS BOOK 2760 PAGE L 22 , S' S 32 44 �• ti 5 � + S 216. _ ? 9 ^� 4 t 4 2 _ o _ 2 5.0 1 �• 3 h B-S8 9 50 5� O o 6 5 .._.. , 1 o - \ o G ti N , o _ o co _ 0 1 P R 'C`� b -1 6 l b• 0 0 o .. / s o o . h ti . 0 1/ , o / O O o♦ O O v b• co • W N h R _ cfl 5 0 I 0, 27 / / 1 I cs` OST_2 aN N .1 . o _ D �3 3 5 27 r 1 r o 28 � L�36 04 %O I9 N 1 r,1 a1 1 , o 1 / N _ co w _. _ _ T .PREPARED B Y PLA , S EET N0. ....SEE SHEEN' 2 / , SHEET G ER VICES IN C. AA L LAND SUR VEYIN S 3 PROJECT gf45192, CREEKSlD E PL A T N0.6 , M E 0 AD WS A T .CREEKSID E TO WNHOMES OF DA TE 01-10-25 FLORIDA 32904 l T A W M LBOURNE LO 3970 MN N ROAD, WESF E 0 4 L. 321 768-8110 I' CURVF TABLE CURVE RADIUS DEL TA LENGTH CHORD CHORD BEARING C15 275. 00 4*58 48 / 23.90 23.89 N77050.08 E C16 60.00 2OV826 21!09 ;20.98y S6576'31 "W / \ C17 17.50' 1529'17" 4.73' 4.72' S85'42'19"W T18 25.00' 5712'10" 124.96' 23•�94' 57326'15"E . C19� _ 95.00 24V911 40.05 39.75 N56"5445 W �C20 5. 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IV' \a- Nu c\) N, rn WMT-1 L-R=J25.00' D-710010J Zo Q) I�5-0 Q \V �l I . 4h, '�j v 1+ L=J9.7t' C=J9.69' Aa �l C&-s5Xjjjo w 14 24 C2 , I 4-6 10) 118",1119 25.'00' iv Z�3 co .4) 4 25.011 1 R=Z. 00 r 0 < \ x N 0 D:�95 42 1,;/ PC, I ),,\ !��g . \ ov "�r - 0, D-2 CREEKSIDE 7RA C TS A Q N L=4 77' 5DV* 300.1 OST-2 PLA T BOOK 12'4, PAGES 21-28 0 4 1�f R-25. 00' 03 0304. %13 NAD NORTH AMERICAN DATUM rj I - ;��ls `-3 0v Dae95*4421" �A txo D�,5'M'l go L�41.77' CDP Ln L " 0. R. B. OFFICIAL RECORDS BOOK "o, 0, ou % (B.B.) BEARING BASIS 50 L *,-51. 6 7' 6; .00, % N : . �, 26,'4 N\ 0 u D= CURVE DELTA 0 Lj V 49 L R= CURVE RADIUS r co 0 . J, LANDS DESCRIBED IN 0 nv 45 C3 LA TH S BOOK 2760, PAGE 826 !Zi .00 R--,55o. 00, D 11 -Z- L CURVE LENG OMCIAL RECORD =22'32'44' L 20 C) 48� Cf=Sf6*,59'50"E 3'04 c) tit -SEE DETAIL a CB= CHORD BEARING 50. C,o' D .4' .00 % '\ _j R (D SHEET 2 IL F? 14 C3 U�l- op ft 11 ` �, -c C= CHORD DISTANCE I Iro 4, "), -RADIAL co 'o ' (NR) NON r- it 7- 0 Z 0- u'� 45 (R) RADIAL %J, R--575. 00, to C3 Cl 2 7 IZP. 7�� e lkn� N 4 x4" CONCRETE PRM FOUND it v -t EN . 11 44 7- it "PRM LB 4286" OST-2 19-11 It 3 A 7- 28 L 00, S AMPED "POWSHOK PRM PLS 5,383" 30, N c -ROD PRM SET ,44 29 !? It K) 0 5�,B" [RON 1�3 - Z� " p 43 p .3 z\ Lyi CC" 73 J) Z�5 UNLESS SHOWN OTHERWISE ;:8 r 42- 000 A 7- 99 40 , Z L �� C. N 34 -1 �j; -0, -: 0 5�,8"IRON ROD PRM FOUND 33 z 41 lk S AMPED "POWSHOK PRM PLLS 5,383" 4- --\ L _ 37 3 Nl 1 *18 102 "E Q� % 36 1 ou Z UNLESS SHOWN OTHERWISE c kn TA 2u. 110 %�.D c!) CN to PCP NAIL AND DISK FOUND STAMPED zi lLn Aj 47.51 = (� ou cy 04k,-4 k:G) c" N -Ii. ,a 1� C-\, M 4�. (A rq -)9 - I U j,3 -1 U . 4 �o :70 20 .1" "PCP LB 4286" x Qv x: 1 0.00, lcok OST-2 5" f2. 0' FPt EA SEMEN T PER 0 PCP NAIL AND DISK SET STAMPED. i%y Q; t'3 (96 L BOOK 2751, NOE 977 "POWSHOK:.PCP PLS 5383" T� V, OST-2 (ZIN %:) IT 4w 6) ;Zl 14 0.00 -4) 0 '44: Z': ON I N N cj 0 1/2" IRON ROD & CAP SET C7) ?S tA k 2 t,3 ;� Z� 00 "POWSHOK:PLS 53 83 00 p t,� cl .4b. SURVEY MARKER FOUND AS NOTED OST 2 �b. Lf) r (A, I vs 0 SECTION CORNER vo %J p t 25. 00' 0.00 20.00' 1/4 CORNER N88*46 Jpl 8 PW 0 0 0. 0 2 p - '-_" L . 1. 1 -00� 0 20. 170-00' - PRM PERMANENT REFERENCE MONUMENT 93.11 25.00 20-00' 'zu' 45'21-or N83 PCP PERMANENT CONTROL POINT, PLS PROFESSIONAL LAND SURVEYOR' OST-2 PSM PROFESSIONAL SURVEYOR AND MAPPER S24*0 '05 *W LB LICENSED BUSINESS SEC. SECTION 36.14 TWP, TOWNSHIP RANGE R/W RIGHT OF, WAY OST OPEN SPACE TRACT. ILSE LIFT STATION EASEMENT -PRE ID IDENTIFICATION ............. ........... PLA 7 PA RED B Y - S", P"NO. PID POINTL IDENTIFICATION AAL. LA ND SURVEYING SLRVICLS. INC. 'o, ETC ETCETERAS SEE SINET PROJECT #45192, CREEKSIDE PLA F NO. 6, SECTION 27 SECTION 27, EKSIDE TOWNHOIVE'S MEADOWS AT TOWNSHIP 35 SOUTH, RANGE 39 EAST DA TE: 01 - 10-25 ''OF SECTION 26 SECTION 26,- J290,�Z TOWNSHIP 35 SOUTH, RANGE 39 EAST J970 MINTON ROAD, WEST MELBOURNE, FL N.S.R.W.M.C.D. NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT J21) 76,6_,61 10 4 CCR CERTIFIED CORNER RECORD