======================================================================= PROJECT NUMBER : 8.2530401 B-4152 HOKE COUNTY DESCRIPTION : BRIDGE 53 ON SR 1422 OVER PUPPY CREEK. DATE OF SURVEY : DECEMBER 2002 - JANUARY 2003 ======================================================================= SPECIAL NOTES: A-) THIS IS AN ENGLISH PROJECT B-) ALL BASELINE POINTS ARE 36" REBAR & CAP (UNLESS OTHERWISE NOTED) ======================================================================= PERSONNEL : ASHEBORO FIELD OFFICE 932 SOUTHMONT DR. ASHEBORO, NC 27203 (336) 625-9254 H.R. BOLES, PLS LOCATING ENGR. G.D. MYRICK ASST. LOCATING ENGR. (TE I) G.S. CRANFORD, PLS TT VI A.M. SMITH, PLS TT IV E.M. GARNER, PLS TT IV M.T. WOODRUFF, PLS TT III D.B. WRIGHT TT III G.O. YOW TT II M.A. CALLAHAN, PLS TT II S.G. WRIGHT TT II (TEMP.) W.I. OWENS TTA II J.Y. CHANDLER TTA II J.A. JONES OA III ======================================================================= Chain BL contains: 103 102 101 -BL- Phillipi Church Road SR 1422 ========================================================================================= 103 (BL 103) N 444820.9990 E 1965829.0570 ELEV 161.16 STA 5+00.00 Course from 103 to 102 S 63^ 56' 28.5" E Dist 504.78 102 (BL 102) N 444599.2510 E 1966282.5270 ELEV 145.64 STA 10+04.78 =TL Sta 2+05.98 Course from 102 to 101 S 52^ 49' 09.6" E Dist 522.30 101 (BL 101) N 444283.6100 E 1966698.6600 ELEV 153.13 STA 15+27.08 ========================================================================================= Caution: This T Line is a secondary traverse only and should not be used for construction of complex structures. For more information please contact Locating Engineer in charge of surveys. Chain TL contains: 111 122 110 -TL- ========================================================================================= 111 (TL 111) N 444769.5060 E 1966166.5960 ELEV 140.14 STA 0+00.00 Course from 111 to 122 S 34^ 15' 07.0" E Dist 205.98 102 (BL 102) N 444599.2510 E 1966282.5270 ELEV 145.64 STA 2+05.98 =BL Sta 10+04.78 Course from 122 to 110 S 49^ 39' 42.1" W Dist 124.06 110 (TL 110) N 444518.9470 E 1966187.9640 ELEV 140.80 STA 8+30.04 ========================================================================================= **************************************** BM1 ELEVATION = 140.26 N 444683 E 1966323 EL STATION 14+93 105 LEFT BENCHMARK **************************************** **************************************** BM2 ELEVATION = 165.01 N 444897 E 1965755 BL STATION 5+00 N 44^ 15' 28.0" W Dist 106.12 BENCHMARK ****************************************