B4745 POINT DESC. NORTH EAST ELEVATION L STATION OFFSET -------- --------- -------------- --------------- ----------- ----------- ---------- B4745-1 GPS-1 862737.0320 1628897.6870 875.52 OUTSIDE PROJECT LIMITS B4745-2 GPS-2 864545.6490 1628838.5170 960.71 24+48.87 0.19 RT 3 BL-3 863293.3540 1628832.3350 887.77 11+94.02 36.27 LT 4 BL-4 863689.0410 1628909.2360 908.37 15+90.23 37.86 RT 5 BL-5 864043.3330 1628843.1100 929.95 19+44.05 30.74 LT 6 BL-6 865043.0510 1628717.6980 981.77 OUTSIDE PROJECT LIMITS 7 BY1-7 863995.7620 1628472.4590 933.09 18+93.89 401.05 LT 8 BY1-8 863960.0890 1628727.0980 914.15 18+60.00 146.17 LT 9 BY1-9 863955.2670 1629119.9070 915.99 18+57.93 246.67 RT 10 BY1-10 863983.8190 1629338.4710 923.93 18+88.01 465.03 RT 11 BY2-11 864743.0970 1628730.9680 972.58 OUTSIDE PROJECT LIMITS 12 BY2-12 864439.0740 1628704.7170 965.25 23+63.17 149.71 LT 13 BY2-13 863570.4530 1628690.2400 909.07 14+70.11 180.30 LT 14 BY2-14 863057.7230 1628715.7030 912.98 OUTSIDE PROJECT LIMITS 15 BY3-15 864176.8260 1629088.8790 925.93 20+76.73 214.24 RT 16 BY4-16 863741.3600 1628957.3290 907.19 16+42.89 85.59 RT BENCHMARKS (NAVD 88) -------------------- ******************************** BM # 1 ELEVATION = 869.78' N = 862930 E = 1628986 OUTSIDE PROJECT LIMITS RAIL ROAD SPIKE IN A SEAM WHERE CONCRETE GUTTER MEETS PAVEMENT. ******************************** ******************************** BM # 2 ELEVATION = 930.25' N = 863966 E = 1628493 L STATION 18+65 380 LEFT CHISELED SQUARE IN CONCRETE CURB ******************************** ******************************** BM # 3 ELEVATION = 980.37' N = 864991 E = 1628859 OUTSIDE PROJECT LIMITS RAIL ROAD SPIKE IN PAVEMENT ********************************