****************************************************************************** PROJECT IDENTIFICATION PROJECT NUMBER: 8.2801801 TIP NO.: B-4076 COUNTY: CLEVELAND ****************************************************************************** PROJECT DESCRIPTION BRIDGE NO. 156 OVER BUFFALO CREEK ON SR-1804 (JIM ELLIOT ROAD) ****************************************************************************** SURVEY INFORMATION DATE OF SURVEY: 25 APR 2003 SURVEYED BY: NCDOT, LOCATION & SURVEYS UNIT, CHARLOTTE NCDOT CONTACT PERSON: MOJDEH MASIHPOUR LOCATING ENGINEER J. I. JEFFREYS, PLS ASSISTANT LOCATING ENGINEER D. W. STAPLES, PE, PLS ASSISTANT LOCATING ENGINEER F. E. BURTON, PE ASSISTANT LOCATING ENGINEER PHONE: (704) 849-8064 MAPPING UNITS: (ENGLISH) ****************************************************************************** INDEX DATUM DESCRIPTION PERSONNEL ALIGNMENT LIST: BL = BASELINE ALONG SR-1804 T = BASELINE ALONG BUFFALO CREEK BENCH MARK DESCRIPTIONS ****************************************************************************** DATUM DESCRIPTION THE LOCALIZED COORDINATES DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B4076-1" WITH NAD 83 STATE PLANE GRID COORDINATES OF: NORTHING: 605653.871(FT) EASTING: 1261860.491(FT) THE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999835000 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES. VERTICAL DATUM USED IS NAVD 88. **************************************************************************** PERSONNEL CHARLES W. BROWN, PE PLS STATE LOCATION AND SURVEYS ENGINEER JOHN P. TAYLOR, PE PLS AREA LOCATING ENGINEER MOJDEH MASIHPOUR LOCATING ENGINEER JAMES I. JEFFREYS, PLS ASST. LOCATING ENGINEER (TT VI) DENNIS W. STAPLES, PE PLS ASST. LOCATING ENGINEER (TT VI) FREDERICK E. BURTON, PE ASST. LOCATING ENGINEER (TE I) DAVID W. MOSS TT IV ROBERT F. WASHINGTON TT IV HASSAN M. AHMED TT III ROBERT L. WILLIAMS, PLS TT III WILLIAM L. FELTS, JR. TT II KOFI E. VANDERPUYE TT AIDE II HAROLD L. BLACK TT AIDE II PATRICIA A. ROTH OFFICE ASSISTANT III ****************************************************************************** ALIGNMENT LIST Chain -BL- SR-1804 JIM ELLIOT ROAD Chain BL contains: 2 1 10 11 12 13 3 -BL- ========================================================================================= 2 (B4076-2) N 606266.1990 E 1260649.1220 ELEV 928.91 STA 5+00.00 Course from 2 to 1 S 63^ 11' 02.8" E Dist 1357.34 1 (B4076-1) N 605653.8710 E 1261860.4910 ELEV 847.26 STA 18+57.34 Course from 1 to 10 S 79^ 28' 01.0" E Dist 445.23 10 (BL-10) N 605572.4810 E 1262298.2230 ELEV 838.04 STA 23+02.57 Course from 10 to 11 N 55^ 42' 56.5" E Dist 322.93 11 (BL-11) N 605754.3890 E 1262565.0470 ELEV 821.52 STA 26+25.50 =TL Sta 11+70.13 Course from 11 to 12 N 32^ 57' 02.0" E Dist 376.74 12 (BL-12) N 606070.5290 E 1262769.9630 ELEV 821.78 STA 30+02.25 Course from 12 to 13 N 40^ 47' 28.6" E Dist 574.13 13 (BL-13) N 606505.2030 E 1263145.0480 ELEV 866.92 STA 35+76.38 Course from 13 to 3 N 36^ 13' 20.9" E Dist 383.17 3 (B4076-3) N 606814.3190 E 1263371.4730 ELEV 889.96 STA 39+59.55 ========================================================================================= Chain -T- BUFFALO CREEK Chain TL contains: 15 EQ11 16 17 -TL- ========================================================================================= 15 (T-15) N 605843.9940 E 1262420.4260 ELEV 810.52 STA 10+00.00 Course from 15 to EQ11 S 58^ 13' 05.8" E Dist 170.13 EQ11 () N 605754.3890 E 1262565.0470 ELEV 821.52 STA 11+70.13 =BL Sta 26+25.50 Course from EQ11 to 16 S 76^ 05' 08.2" E Dist 169.60 16 (T-16) N 605713.6060 E 1262729.6660 ELEV 806.22 STA 13+39.73 Course from 16 to 17 S 16^ 43' 57.5" E Dist 96.13 17 (T-17) N 605621.5510 E 1262757.3410 ELEV 808.31 STA 14+35.85 ========================================================================================= ****************************************************************************** BENCHMARK DESCRIPTIONS NAVD 1988 LINE STATION OFFSET L/R NORTH EAST ----- ----------- --------- - ----------- ----------- BM# ELEV DESCRIPTION ---- -------- ------------------------------------------------------ 1 847.32 BL 18+43.66 14.1 R 605647.535 1261841.960 RR SPIKE IN BASE OF POWER POLE 2 824.76 BL 25+42.46 49.8 R 605666.426 1262524.509 RR SPIKE IN BASE OF POWER POLE 3 880.15 BL 36+50.93 46.0 L 606592.511 1263152.008 RR SPIKE IN BASE OF POWER POLE ************************************************************************* FILE COMPILED BY: RLW CHECKED BY: JIJ