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HomeMy WebLinkAboutForm Board SurveyIC GRAPHIC SCALE 60 0 30 60 , ( IN FEET ) 1 inch = 60 M If If `O S 89'48'29" W 574,16 C,� R = 621.42' `VO N .� R • a 1ej e0. L o 182 of 6' 2e 44 09 3.i•(� F v PONT OF COMMENOW rrr4 % TBJ. MOH CAPO r0u'o 5 a - samlE ORNNEER 'e• 3tJa TOt ECTI 38 SCUM / �^ OID?% RANCE 39 EAST ��c JG �°�� to 67os�AP 441 Z03. �QLc; q /V � J�'�QO� ro'► zf m uA `pry / H / 20 O 2 cam, ry ? Tory uma OE�i1Q l ♦ ` / c ? A PARCEL OF LAND LYING Vn1Hrt4 SECTION 27, TOMW491P 38 SOUTH, tLuvCE 39 EASr, Si WQE COUNTY, FLORIDA. O % 4' ?$ !' �► BEING YORE PARnoA Amy DESCRIBED AS FOLLOWS: J 02 $ :N m C7 O p e. COMMENCE AT THE SOUTHEAST CORNER of SAID SECTION 27; THENCE Noah W11' 7I. 11ES1; ALONG THE EAST 60' / 1.34 ACRES h :`7 LINE OF SAID SECTION 27. A DISTANCE OF 1891.86 FEET; THENCE SOUTH 89- 4B' 29. WEST. A DISTANCE OF 574.18 Q �- - $ O FEET TO A-PONT OF INTERSECTION WITH A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF N 621.42 FEET. A CENTRAL ANGLE OF IS' 48' 56' AND THOSE RADIUS POINT BEARS SOUTH 52. 38' 42- EAST FROM SAID NTERSECnow THEME SOUTNNEsTERLY ALONG ME ARC OF SAID CURVE AN ARC DISTANCE OF 18202 FEET; Jam 3► THENCE SOUTH 2D• 34' 22• HEST. Snit FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NCRTHTIEST HAVING A RADIUS OF 131.00 FEET; THENCE SOUMMESTERLIT ALONG THE ARC OF SAID CURVE A ` Sqg CAP + DISTANCE OF 1.49.35 FEET THROUGH A CENTRAL. ANGLE OF 63' IS' 11"; THENCE SOUTH B5 SY 33' WEST. 381.B2 4. 00• ?? s>- ?$ 7. FEET; THENCE SOUTH W05' 27. EAST. 64.23 FEET. THENCE SOUTH 89- 53. 33• WEST. 300.00 FEET To A POINT C • Him „ • ON THE NORTHERLY RCT-OF-WAY LINE OF 'RESERVE BOULEVARD' EXTEN40N AS RECORDED N O.R. BOOK 629. PACE 2523. PUBLIC RECORDS OF ST. VICE COUNTY. FLORIDA; THENCE DEPARTING INTERCHANGE PARCEL AND THE �'3DH A NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING COURSES AND DISTANCES,; CONTINUE SOUTH 69' 5S 33' WEST. N w258 FEET: THENCE NORTH 7a• w' 16- HEST• 5215 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N 78' 40' IV WEST. 233.81 FEET TO A PONT OF CURVATURE OF A CURVE CONCAVE To THE NORTHEAST, HAVING A C7 RADIUS Of 2100 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAD CURVE A DISTANCE OF 42.30 FEET. THROUGH A CENTRAL ANGLE OF 9W 50' 37' TO THE POINT OF TANGENCY: THENCE NORTH 20. 16' 21' EAST. A R00 3/g. n DISTANCE OF 104.09 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO ME SOUTHEAST HAVING 7V p A RADIUS OF 680.00 FEET. AND A CENTRAL ANGLE OF 01' 45' 21•. THENCE NORTHEASTERLY ALONG THE ARC OF 3D '40 SAID CURVE A DISTANCE OF 21.43 FEET, THENCE NORTH SW 05' 15' EAST A DISTANCE OF 3138 TO A POINT OF V CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1025,00 FEET AND A RADIAL BEARING ? OF NORM 22' 2W 25 • EAST: THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CUM A DISTANCE OF 161.76 . 233.g' W AUEC'�KOEr OErGM7O0OTEE TO A POINT CURVATUREBF CURVE CONCAVE TO THE RMASHAVING ARADIUSFMO FEET, HNCSOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 1104 FEET THROUGH A CENTRAL ANGLE OF 04. 5V 27' THENCE 1'� 3yr S 8953'33' W - SOUTH 21. OS'54• VEST. 222.62 FEET TO THE POINT OF BEGINNING. S 38W.62' R-131.00'• !� ! N 76e• r8 CU 6Yy3'3Y W A16519'It CONTAINING 1.34 ACRES. MORE OR LESS. L•Isa]Y SNORTHERLY RESERVE BOULEVARD EXTENSION 49,,4 f PA CA R1T E7> BASIN ESER� ' epVLZVAR D 1) THE BEARINGS SHOWN HEREON ARE BASED UPON THE EAST LINE OF SECTION 27 BEING N 001131' W. ..r 32) NO BELOW GROUND IMPROVEMENTS / STRUCTURE HAVE BEEN LOCATED. ALL DATES SHOWN WITHIN THE REVISIONS BLOCK HEREON ARE FOR Nrm-OFFICE / F� 1W FILING USE ONLY, AND IN NO WAY AFFECT THE DATE OF FIELD SURVEY AS STATED W IN THE CERTIRCATION. 4) THIS SURVEY NAP IS NOT VAUD.WTTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSE'0 SURVEYOR AND MAPPER. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY IF NOT SEALED AND IS NOT VALID. 5) THE LEGAL DESCRIPTION AS SHOWN HEREON WAS PROVIDED BY THIS OFFICE AND NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE 6) THE PROPERTY AS DESCRIBED AND SHOWN HEREON IS SUB.ECT TO EASEMENTS, RESERVATION S• RESTRICTIONS. AND RIGHTS -OF -WAY OF RECORD. 7) FLOOD ZONE I •X•, AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAP. COMMUNITY -PANEL NO. 120285 0275 F. DATED AUGUST 19, 1991. THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTATION BY CREECH ENGINEERS, INC SHALL BE WITHOUT UABILTY TO CREECH ENGINEERS. INC. BASIN WALLACE L. HIGGA5. •.P:S.M, FLORIDA LICENSE No.- LS - 0005932.1 , CORP TiON CERTiFICA*, •DF A+ INOIZ12ATION No. LB 6705 WALLACE 4 Zaol L. HIGGIN ' DAYE. OF SIGNATURE PROFESSIONAL S114,OR AND MAp¢£R NOT VALID WITHOUT THE SiGNATURVAND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. jg =R: m 7t z gig z 4 g A� oI y] U�a�W _Y 0Q lL >= 0 QLL jUWY� z� 0 J J DRANK BY' D. LANCBEHN CHECKED W. W.L.H. DAZE OF I = SURVEY: SEPT. 18. 2001 "mm SCALE 1' 60' VERT. SCALE N/A FEND BOOK PAGE 01-18 16.21 PRINTED DATE SHEET i OF 1 CADD FLET 20D395TK-1 PRMCT Np 20039.00