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RESOLUTION 2007-123 PLAT OF LAND SURVEY FOR and/or CERTIFIED TO; INDIAN RIVER COUNTY SI TE N,4A48: TRAVEL CENTERS OF AMERICA PARCEL ID No: SITE LOCATION.' STATE ROAD No. 60, & 90th AVENUE LYING IN SECTION 02, TOWNSHIP 33 SOUTH, RANGE 38 EAST DESCRIPTION AS FOLLOWS: A RIGHT-OF-WAY CORNER CLIP DEDICATION LYING IN TRACT 12, SECTION 2,, TOWNSHIP 33 SOUTH, RANGE 38 EAST OF INDIAN RIVER FARMS COMPANY SUBDIVISION AS RECORDED IN PLA7' BOOK 2, PAGE 25 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, SAID LAND NOW LYING AND BEING IN INDIAN RIVER COUNT); FLORIDA MORE PARTICULARLY DESCRIBED AS BE/NG IN IND/AN RIVER COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTHWEST CORNER OF TRACT 12, SECTION 2, TOWNSHIP 33 SOUTH, RANGE 38 EAST; THENCE SOUTH 89'54'50" EAST 70.00 FEET, 70 A POINT ON THE EAST RIGHT aF WAY OF 9002 AVENUE; THENCE RUN NORTH 00°26'38" EAST, ALONG .SAID EAST RIGH7' OF WAY; 122211 FEET 70 THE POINT OF BEGINNING,. THENCE CONTINUE N 00°26'38" E, ALONG SAID EAST RIGHT OF WAY, A DISTANCE OF 40.00 FEET TO THE SOUTH RIGHT OF WAY LINE OF STATE ROAD No. 60; THENCE RUN S 89'41 '09" 4 ALONG SAID SOUTH RICHT OF W4 )' LINE, A DISTANCE OF 40.00 FEET THENCE RUN 300771 45'22'44" WEST, A DISTANCE OF 56.63 FEET TO THE PO/NT OF BEGINNING. (ORIGINAL DWG. NO) 15249 STATE - ROAD_ No. 60 _-r- 264" PAVED PUBLIC R -7-H• - _--- -_---_-- L-1 70.00 (D&F) S 89'54'50" E (D&F) L-2 1222.10 (D&F) N 0026'38" E (D) 060020'27"E(F) L-3 (RB.) 40.00 (D&F) N 0026'38" E (D) N 002027" E (F) L-4 40.00 (D&F) S 89'41'09" E (D) S 89'49'24" E (T) L-5 56.65 (F) 56.63 (D) S 4522'44" W (D) S 4575'32" W (F) L-1 s, R,'W LINE OF .STATE P. P. REC 4x4 li- 4 ROAD No. 60 SET I R -0 GRUSENMEYER-SCOTT Sc WALKER, INC. -LAND SURVEYORS LEGEND P .PLAT E .FIELD I.P. -IRON PIPE I.R. .IRON 000 C.M. CONCRETE NOMIMENT SET I.R. -5/8' I.R. W//LB 6710 REC. .RECOVERED P.O.B. .PONT OF BE006NNO 1.0.0 .PONT OF COMMENCEMENT 0L -CENTERLINE WD .MM. R MSC R/W .NIGHT -OF -WAY (SLIT. .EASEMEN1 DRAIN. .0RARIAOE UM. .01(11). C.L. rc. .CHAIN LINK FENCE WO. F.C. +8000 FENCE C/8 -CONCRETE ELOEN P.C. .POINT 0< C1)0501A0E P.I. .10061 OF TANGENCY D .OESCRIPT830 O .0, .BASE BEARING (600 /TO A/C .AR 908000NER P.O. * D.E. .PUBLIC 910110:5 k DRAINAGE Esur. .RAORIS .ARC LENGTH .CENTRAL ANGLE CN .016000 C.B. .CHORD BEARING P.O.L. .110117 ON LINE TIP. .111100. P.R.C. -POINT OF REVERSE CURVATURE P.C.C,. .PONT OF COMPORIO CURVATURE RID. .RAMAL H.R. .10M -RADON. W.P. .811NE55 POINT C-CALCIR.ATEO RREVARLI COUNTY 1307(96 4175 S. U.S. / ROCKL(096. FL. 32955 321-636-10.55 321-636- 1404 (FAY) LB 5710 NOTES 1. THE UNDERSIGNED DOES 0E0E89 CERTIFY THAT 105 SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH 81 THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61917-0 FLORIDA ADMINISTRATIVE CODE PLIR5UAN7 TO CHAPTER 472-027, FLORIDA S1ATIITE5. 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVE9 15 N01 VAUO AND IS PRESENTED 100 INFORMATIONAL PURPOSES ONLY. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE 6469 BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPER19. A. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY 5 PREPARED FOR THE 501.E BENEFIT OF TIi05E CERTIFIED 10 AND 5010910 NOT BE RELIED (UPON BY ANY OTHER ENTITY. 6. DIME051055 SHOWN 100 THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT 8E USED TO RECONSTRUCT BOUNDARY LINES. 7. ELEVATIONS, IF SHOWN. ARE 8A5E0 ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS 0711ERWI5E NOTED. 8, BEARINGS BASED ON THE EAST RVW LINE OF 901h AVENUE SAID BEARING BEING N 00'20 27 E (F) JOHN W. WALKER, R.L.9O 5362 R.1.S. N0. 5362 SCALE f- 1" - 20' - ) FIELD DATE EASEMENT 6-7-07 080ER 00.(0610. NO.) 43966(75249) DRAWN BY: zA CHECKED BY: