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A <br />CONSTRUCTION CONTROL POINT SCHEDULE <br />POINT # <br />NORTHING <br />EASTING <br />I ELEVATION <br />DESCRIPTION <br />1 <br />1776.13 <br />1914,531 <br />155.00 <br />CREST <br />2 <br />1821,06 <br />2026.70 <br />158.00 <br />CREST <br />3 <br />1834.67 <br />2278.33 <br />153.00 <br />CREST <br />4 <br />1829.93 <br />2524.03 <br />158.00 <br />CREST <br />5 <br />1818.46 <br />2620.21 <br />156.00 <br />CREST <br />6 <br />1905.30 <br />2608.69 <br />159.00 <br />CREST <br />7 <br />1940.54 <br />2524.83 <br />157.00 <br />CREST <br />8 <br />1 1940.64 <br />2223.05 <br />151.00 <br />CREST <br />9 <br />2047.58 <br />2058.39 <br />153.00 <br />CREST <br />10 <br />2063.68 <br />2062.78 <br />150.00 <br />20 OFFSET CREST <br />11 <br />2041.28 <br />12024.531 <br />150.00 <br />20 OFFSET CREST <br />12 <br />1958.50 <br />1 2011.80 <br />150.00 <br />20 OFFSET CREST <br />13 <br />1836.18 <br />1 1927.231 <br />150.00 <br />20 OFFSET CREST <br />14 <br />1757.21 <br />1904.53 <br />150.00 , <br />20 OFFSET, CREST <br />15 <br />1668.82 <br />1 1869.531 <br />132.50 <br />BENCH <br />16 <br />1714.73 <br />1 2051.00 <br />128.76 <br />BENCH <br />17. <br />1727.04 <br />2279.60 <br />.124.21 <br />BENCH <br />18 <br />1721.74 <br />2516.68 <br />128.96 <br />BENCH <br />19 <br />1699.27 <br />2713:42 <br />125.00 <br />BENCH <br />20 <br />1696.10 <br />2735.86 <br />125.64 <br />BENCH <br />21 <br />1983.04 <br />2709.84 <br />131.40 <br />BENCH <br />22 <br />1982.78 <br />2702.03 <br />131:28 <br />BENCH <br />23 <br />2049.44 <br />2546.57 <br />127.91 <br />BENCH <br />24 <br />2048.81 <br />2255.17 <br />122.00 <br />BENCH <br />25 <br />2119.26 <br />2145.94 <br />124.59 <br />BENCH <br />26 <br />2151.22 <br />2134.67 <br />125.30 <br />BENCH <br />27 <br />1583.68 <br />1824.53 <br />110.00 <br />TOE <br />28 <br />1552.67 <br />2088.03 <br />73.53 <br />TOE <br />29 <br />1567.36 <br />2284.18 <br />71.00 <br />TOE <br />30 <br />1565.92 <br />2506.50 <br />77.00 <br />TOE <br />31 <br />1542.63 <br />2693.38 <br />72.36 <br />TOE <br />32 <br />1517.91 <br />2881.77 <br />76.84 <br />TOE <br />33 <br />1839.65 <br />2874.35 <br />78.69 <br />TOE <br />34 <br />2148.99 <br />2854.12 J <br />80.96 <br />TOE <br />35 <br />2134.22 <br />2722.46 <br />81.00 <br />TOE <br />36 <br />2193.04 <br />2566.82 <br />80.58 <br />TOE <br />37 <br />1 2190.03 <br />2301.78 <br />75.11 <br />TOE <br />38 <br />2214.52 <br />2269.50 <br />74.41 <br />TOE <br />39 <br />2199.71 <br />2166.75 <br />110.00 <br />TOE <br />40 <br />2123.16. <br />2000.73 <br />110.00 <br />.TOE <br />41 ''2088.24 <br />1953.47' <br />°110.00". <br />TOE <br />42 <br />1981..06 <br />1934.04 <br />110.00 <br />TOE <br />43 <br />1878.03 <br />1858.60 <br />110,00 <br />TOE <br />44 <br />.1777.86 <br />1824.53 <br />110.00 <br />TOE <br />BISH2 <br />3000.00 <br />3000.00 <br />41.90 <br />1 SURVEY CONTROL POINT <br />Fm <br />3 <br />H <br />A <br />( IN FEET ) <br />I inch = 50 ft. <br />2GD- <br />---- - - <br />s <br />e0 eC Consultants S <br />TOP OF INTERMEDIATE COVER <br />DES <br />BY: <br />BTB <br />DATE: 5 AUGUST 1999 <br />EE N0. <br />1500 Newell Ave., Ste. 800 <br />DRN <br />BY: <br />EBT <br />SCALE:50' <br />• <br />Walnut Creek, CA 94596 <br />WASTE MANAGEMENT UNIT B <br />REv <br />BY <br />PRUJECT+ WS0264 <br />r <br />FORWARD LANDFILL <br />SPL <br />BTB <br />DOCUMENT: WC99 <br />1APP <br />BY: <br />Forward, Inc. <br />STOCKTON. CALIFORNIA <br />