Copyright (1993) GEOPAK Corporation =========== All rights reserved G E O P A K Project: 8.T020401 Tip No: R-2414B L&S No: 01-99-007 County: Camden Subject: US 158 - NC 34 from South of SR 1139 to East of NC 34 IN Belcross. Date: MARCH, 1999--------NOVEMBER, 1999 Data Directory: N/A Mapping Units: Metric Job No. BLN Operator: JR Date: Thursday May 6, 1999 3:26 pm SYSTEM FIX 4 ASEC 2 BEAR PRI 0 NOR NE STA 3 FILE: 'BLN' LOCATION & SURVEYS UNIT-WILLIAMSTON FIELD OFFICE LOCATING ENGINEER (HUGH A. SORRELL PLS) (252-792-7283) ============================================================================== PROJECT DATUM DESCRIPTION: LOCALIZED PROJECT COORDINATES ARE BASED ON THE NAD83 STATE PLANE COORDINATES FOR NCDOT (GPS) "R2414-1"- N:286521.540 (M) E:859732.336 (M) USING AN AVERAGE COMBINED GRID FACTOR (LOCALIZED TO GRID) OF 1.0000523. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES, UNITS ARE "METRIC". VERTICAL DATUM IS NGVD29. ============================================================================== BL= ALONG SHOULDER OF HWY 158 BY4= ALONG SHOULDER OF HWY 343 BY6= ALONG SHOULDER OF (SR 1142) BY8= ALONG SHOULDER OF HWY 34 BASE LINE TRAVERSE STATIONS ARE 5/8 REBAR WITH STANDARD ALUM. CAP, UNLESS OTHERWISE NOTED!! ============================================================================== BL POINT DESC. NORTH EAST ELEVATION LMED STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 30 BL-30 288168.7190 862747.6600 2.274 44+36.581 2.858 LT 31 BL-31 288402.1300 862962.6990 2.271 47+52.776 15.559 RT 70 BL-70 288734.5570 863118.4520 2.512 51+17.813 6.749 RT 71 BL-71 289035.4150 863242.3850 2.002 54+42.868 6.911 RT 72 BL-72 289405.5950 863326.1470 2.136 58+19.256 15.871 LT 35 BL-35 289613.1780 863523.0680 2.787 61+02.688 10.417 RT 36 BL-36 289873.8530 863746.8910 2.446 64+46.238 5.768 RT 37 BL-37 290142.6430 863946.0420 1.805 67+80.678 12.660 LT 38 BL-38 290406.8780 864178.0160 1.552 71+31.118 12.015 RT 39 BL-39 290717.7380 864365.3610 1.227 74+93.097 8.805 RT 40 BL-40 291027.6220 864539.0520 1.872 78+48.525 5.398 RT 41 BL-41 291306.5710 864700.3710 2.149 81+70.760 4.647 RT 42 BL-42 291516.0970 864822.9450 1.744 84+13.105 9.688 RT 43 BL-43 291789.4260 864941.4640 1.477 87+10.361 10.172 LT 26 GPS 1-26 292127.8030 865181.4000 1.890 91+13.970 31.601 LT 44 BL-44 292177.0810 865494.1450 2.553 92+24.513 196.745 RT 45 BL-45 292263.7100 865803.1350 2.878 92+24.513 517.185 LT BY4 POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- EQ35 BL-35 289613.1780 863523.0680 2.787 10+05.116 14.101 RT 3 GPS 2414-3 289581.3940 863697.6660 2.782 OUTSIDE PROJECT LIMITS BY6 POINT DESC. NORTH EAST ELEVATION Y6 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- EQ37 BL-37 290142.6430 863946.0420 1.805 OUTSIDE PROJECT LIMITS 50 BL-50 289868.9840 863899.1200 2.853 OUTSIDE PROJECT LIMITS BY8 POINT DESC. NORTH EAST ELEVATION Y8 STATION OFFSET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- 27 GPS 1-27 292517.9090 865130.5850 2.164 OUTSIDE PROJECT LIMITS EQ26 GPS 1-26 292127.8030 865181.4000 1.890 12+05.432 0.698 RT **************************************** BM60 ELEVATION = 3.073 N 288334 E 862953 BL STATION 7+61 40 RIGHT 30 REBAR AND CAP STAMPED R2414B BM 60 **************************************** **************************************** BM61 ELEVATION = 1.840 N 289089 E 863364 BL STATION 15+89 107 RIGHT 30 REBAR AND CAP STAMPED R2414B BM 61 **************************************** **************************************** BM62 ELEVATION = 3.122 N 289682 E 863507 BL STATION 22+17 57 LEFT 30 REBAR AND CAP STAMPED R2414B BM 62 **************************************** **************************************** BM63 ELEVATION = 2.102 N 290276 E 864116 BL STATION 30+66 40 RIGHT 30 REBAR AND CAP STAMPED R2414B BM 63 **************************************** **************************************** BM64 ELEVATION = 1.761 N 291073 E 864497 BL STATION 39+42 59 LEFT 30 REBAR AND CAP STAMPED R2414B BM 64 **************************************** **************************************** BM65 ELEVATION = 1.374 N 291856 E 864922 BL STATION 48+29 54 LEFT 30 REBAR AND CAP STAMPED R2414B BM 65 **************************************** **************************************** BM66 ELEVATION = 1.943 N 292122 E 865495 BL STATION 55+10 55 RIGHT 30 REBAR AND CAP STAMPED R2414B BM 66 ****************************************