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0 <br />121 <br />I <br />BUILD ACCE� <br />OF LANDFILL <br />,.,,,,, ,.,.�� <br />GRAPHIC SCALE <br />( IN FEET ) <br />1 inch = 50 fL <br />fi; <br />E I F <br />G I H <br />C <br />I I D <br />Forward, Inc. <br />E <br />ANOWNERNORL <br />Amw GeoSyntec Consultants <br />ANWAdmoNk 1500 Newell Ave., Ste. 800 <br />Walnut Creek, CA 94596 <br />CONSTRUCTION CONTROL POINT SCHEDULE <br />POINT # <br />NORTHING <br />EASTING <br />ELEVATION <br />DESCRIPTION <br />1 <br />1776.13 <br />1914.53 <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 />1940.64 <br />2223.051 <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 />2024.53 <br />150.00 <br />20 OFFSET, CREST <br />12 <br />1958.50 <br />2011.80 <br />150.00 <br />20 OFFSET, CREST <br />13 <br />1836.18 <br />1927.23 <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 />1869.53 <br />132.50 <br />1 BENCH <br />16 <br />1714.73 1 <br />2051.00 <br />128.76 <br />BENCH <br />17 <br />1'27.04 <br />2279.60 <br />124,21 <br />BENCH <br />18 <br />1721.74 <br />2516.68 <br />128.96 <br />BENCH <br />20 <br />1699.60 <br />2736.24 <br />125.50 <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 />1546.88 <br />2693.92 <br />1 73.79 <br />TOE <br />32 <br />1548.71 <br />2880.511 <br />77.53 <br />TOE <br />33 <br />1839.65 <br />2874.351 <br />78.69 <br />TOE <br />34 <br />2148.99 <br />2854.121 <br />80.96 <br />TOE <br />35 <br />2134.22 <br />2722.461 <br />81.00 <br />TOE <br />36 <br />2193.04 <br />2566.821 <br />80.58 <br />TOE <br />37 <br />2190.03 <br />2301.781 <br />75.11 <br />TOE <br />38 <br />2214.52 <br />2269.501 <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 <br />2088.24 <br />1953.47 <br />110.00 <br />TOE <br />42 <br />1981.06 <br />1934.041 <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 />45 <br />1532.48 <br />2090.30 <br />74.00 <br />TOE <br />46 <br />1540.36 <br />2285.81 <br />72.00 <br />TOE <br />47 <br />1544.92 <br />2504.38 <br />78.00 <br />TOE <br />48 <br />L 1521.54 <br />2699.21 <br />74.30 <br />TOE <br />49 1 <br />1516.45 <br />2877.89 <br />78.10 <br />TOE <br />BISH2 1 <br />3000.00 <br />3000.001 <br />41.90 <br />SURVEY CONTROL POINT <br />EBT SCALE: <br />SPL 1" = 50' <br />PL PROJECT: WS0264 3=1 <br />I <br />1 <br />12'0 DOWN <br />DRAIN <br />j <br />1 <br />GB <br />LEGEND <br />I <br />I12"� PIPE I $' <br />FOUNDATION LAYER CONTOUR (5 -FT INTERVAL) <br />® 0.�5% I - <br />1 <br />FOUNDATION LAYER CONTOUR (1 -FT INTERVAL) <br />4 <br />i <br />" <br />- <br />EXISTING GROUND CONTOUR (5 -FT INTERVAL) <br />1 <br />EXISTING GROUND CONTOUR (1 -FT CONTOUR) <br />- - - <br />APPROXIMATE WMU B BOUNDARY <br />- <br />WASTE MANAGEMENT UNIT BOUNDARY <br />18"4 SURFACE -WATER DOWN DRAIN <br />1 <br />2 1--- <br />- <br />SURFACE -WATER FLOW WITHIN DITCHES <br />CB 1 <br />+32 <br />CONSTRUCTION CONTROL POINT <br />FE <br />FLARED END <br />5 <br />1 <br />GB <br />CATCH BASIN <br />1 <br />1 <br />CULVERT PIPE TO SEDIMENTATION POND <br />{. <br />(24'0 SOUTH TOE 12"0 EAST TOE) <br />I 1 <br />1 <br />1 <br />' <br />1 ` <br />NOTES: <br />1 X00 i <br />1. EXISTING TOPOGRAPHY BASED ON AERIAL SURVEY PERFORMED ON 16 JUNE 1998. <br />2, WASTE MANAGEMENT UNIT <br />BOUNDARIES, PROPERTY LINES, AND CREEK EASEMENT <br />1 <br />ARE APPROXIMATE AND WERE <br />OBTAINED FROM WASTE MANAGEMENT UNIT D-99 DESIGN <br />_. <br />DOCUMENTS, CH2MHILL. <br />6 <br />4">� <br />3. BENCH GRADES VARY, BUT ARE TYPICALLY 2% ACR 2% <br />j <br />ALONG THE PROFILE OF THE BENCH <br />AS INDICATED. <br />CB <br />. <br />�q <br />1 <br />cd No. C 53957 <br />1 <br />Exp. ! cif 03 <br />C1 v 0 - <br />OF <br />CAu1 <br />G <br />H <br />TOP OF <br />FOUNDATION <br />LAYER <br />PERMIT DRAWING <br />GRADING PLAN AND DRAINAGE PLAN <br />FIGURE NO. <br />DES BY: <br />BTB <br />DATE: DECEMBER 1999 <br />EBT SCALE: <br />SPL 1" = 50' <br />PL PROJECT: WS0264 3=1 <br />