Copyright (1998) GEOPAK Corporation =========== All rights reserved G E O P A K Project: 33452.1.1 Tip No: B-4094 L&S No: 01-07-026 County: CURRITUCK Subject: BRIDGE NUMBER 28 OVER SHINGLE LANDING CREEK ON SR 1222. Date: JULY 2007 Data Directory: N/A Mapping Units: US Feet LOCATION & SURVEYS UNIT - WILLIAMSTON FIELD OFFICE LOCATING ENGINEER: JASON M. SMITH (252-792-7283) ============================================================================== PROJECT DATUM DESCRIPTION: LOCALIZED PROJECT COORDINATES ARE BASED ON THE NAD83 STATE PLANE COORDINATES FOR NCGS "HYDRANT" N:1010625.899 (US FT) E:2860510.122 (US FT) USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED TO GRID) OF 1.0001084. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES, UNITS ARE "US FEET". VERTICAL DATUM IS NGVD29, BASED ON NCDOT GPS "R4429-13". (ELEV= 9.47') ============================================================================== BL= ALONG THE SHOULDER OF TULLS CREEK RD (SR 1222). BASELINE TRAVERSE STATIONS ARE 5/8 REBAR WITH STANDARD ALUM. CAPS BURIED 0.4 FT DEEP (UNLESS OTHERWISE NOTED). ============================================================================== T-LINE (ALONG SHINGLE LANDING CREEK) POINTS ARE REBAR WITH NO CAP (UNLESS OTHERWISE NOTED). ============================================================================== CONTROL DATA BL POINT DESC. NORTH EAST ELEV. L STATION OFFSET ------- ---------- ------------ ------------ ------ ----------- --------- 6 BL-6 1021930.6510 2829756.4620 7.38 OUTSIDE PROJECT LIMITS 7 BL-7 1022162.6590 2829374.0150 2.85 13+30.26 29.50 LT 8 BL-8 1022706.4640 2829025.7340 3.55 OUTSIDE PROJECT LIMITS ============================================================================== BENCHMARK DATA **************************************** BM12 ELEVATION = 3.29 N 1022541 E 2829375 L STATION 16+43 183 RIGHT ****************************************