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pit <br /> j <br /> 2 <br /> 0x "'K <br /> 1,19 <br /> - <br /> Xa, <br /> 30- <br /> 2s1 <br /> 7 <br /> 20 <br /> 25-�- <br /> 20�.', � <br /> Q) <br /> Xi <br /> < <br /> Of <br /> UI, <br /> LU 0 <br /> < <br /> SHL i' <br /> X 124, <br /> \-X2 <br /> 120 > <br /> co <br /> 1202" <br /> C) <br /> • <br /> !-SL <br /> 1241 <br /> 7 <br /> 2%MIN <br /> ja DETAIL K <br /> SHT 4 < OD <br /> 7 - -/ 0 Lr) a) <br /> cli <br /> c <br /> ,,It" <br /> 4r 4 <br /> 2:1Not c, <br /> < <br /> X 't, 1003810043 _ 10049 <br /> < <br /> 0039 <br /> Of <br /> iop �;- ,� , -/; It /-XI --Z, <br /> -10041 -,00 <br /> 1002 0 0 1,- <br /> 6, V)z <br /> < <br /> t0035 W49 1005A 0) 0 <br /> i�630 <br /> 3' <br /> 10034-------- EL <br /> SHT 5 <br /> T <br /> 4/ <br /> 1002 <br /> Io <br /> UJ <br /> 77777777 W z LZ <br /> 77777=777� z <br /> < <br /> z C) <br /> CONSTRUCTION CONTROL POINTS Lu <br /> FU-08 AS-BUILT POINTS FU-0B AS-BUILT POINTS U) <br /> POINT NO. NORTHING EASTING ELEV POINT NO. NORTHING EASTING ELEV POINT NO. NORTHING EASTING ELEV > < <br /> -j <br /> X1 2157.4 6362376.0 38.0 1240 2144025.9 6362419374.78 10038 2143546.3 6362411.7 16.16 w X <br /> < <br /> X2 2142747.0 6362876,0 WD 1241 2144007.0 6352494.3 73,88 100392143502.9 6362412,32-3 16.08 J 0 <br /> X3 21421124.2 6362376.0 17.9 t242 21440071 6362569.5 7427 10040 2143501.9 6332377.1 16.32 <br /> NOTE X4 21428292 6362666.0 14.0 1245 2143931.9 6362663.3 7416 10041 21433983 6362378,8 ta.44 <br /> X5 2142925.2 6362666.0 1 12.1 1246 2143939-1 6362596.7 72.18 10042 2143247.7 6362381,3 1601 <br /> 1.AS DESCRIBED IN THE SPECIFICATION(SECTION 02535),THE CONTRACTOR SHALL X6 21432252 6362666�0 12.1 1247 2103663.8 ---. 70043 2143246.2 6362412.11 16.06 <br /> CONSTRUCT CROSSING POINTS OVER LEACHATE PIPES AT THE LOCATIONS WHEREI-- <br /> THE CONTRACTOR'S TEMPORARY ROAM CROSS THE PIPES. X7 2143525.2 6362655.9 12.1 1248 2143996.3 6362494.3 73,70 10044 2143205.8 63624103 1 16.23 <br /> 2.CONTOURS SHOWN WITHIN THE EDGE OF GEOMEMBRANE LINED X8 2142787.0 6362854.0 39.0 10019 2143992-2 6362241.6 67.02 I0045 2143203.2 83623820i B.", <br /> AREA REPRESENT THE ELEVATION OF THE HDPE GEOMEMBRANE. X9 2142793.3 636211534 39.0 10021 2144003.0 6362286.9 67.13 10046 2143107.4 63623818 18.10 li <br /> CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS TO ALLOW .1. 2143122.3 63627820 15� n Z <br /> FOR THE THICKNESS OF COMPONENTS UNDERLYING THE HOPE 10023 2144DO5.7 636233ZD 68-16 10DO 2143M.1 6362384�7 18.35 LEGEND z <br /> ::14 J. 10024 2144004.1 6362358.2 68-22 lom 2142947.2 636MSA 16.42 n_ <br /> GEOMEMBRANE SUCH AS THE CLAY LINER. X11 2 432941 -1 <br /> 3 THE TOPOGRAPHY SHOWN IS BASED ON AN APRIL 2009 AERIAL SURVEY. 10025 2144003.2 63152373.9 66.67 10049 2142947.7 6362017.5 16.32 APPROXIMATE WMU FU-10 GEOMEMBRANE LINER <br /> L, <br /> LINER CONSTRUCTION LIMIT w <br /> THE TOPOGRAPHY HAS SINCE BEEN MODIFIED IN SOME PORTIONS OF < ::) <br /> 10026 214002.7 6362393.6 68.79 I0050 2142902.2 6362413,2 16.68CONSTRUCTION APPROXIMATE LIMIT OF WMU FLLIO m <br /> THE WORK AREA, THE CONTRACTOR SHALL SURVEY THE WORK AREA -- <br /> PRIOR TO CONSTRUCTION- 10028 2143984.9 6362375.3 66.71 10051 2142902.7 636ZM,2 16.60 <br /> 0 Of <br /> 4.THE CONTRACTOR SHALL PROTECT THE EXISTING WMU FU-0B LINER SYSTEM 10029 2143917S 6M2375.5 54.21 10052 2142888.4 63623116A 116.8-9 TOE OF TERMINATION BERM 0 <br /> THROUGHOUT WMU FU-10 CONSTRUCTION. 10030 2143855.8 16362375.7 1 42.91 lom 2142606.6 6362386.7 1718 <br /> 10031 2143804.6 6362376-0 132.89 110054 21428263 8362377,2 77.99 <br /> 10032 2143785.1 6362375.8 30.69 10055 2142826.0 6362297,0 18.51 SSI N <br /> u <br /> lom 214376R1 6362375.4 23.18 1,?843 <br /> 10034 2143757.0 63623755 1939 <br /> )73 <br /> lom 2143753.0 6362374-3 21.58 0 so 100 150 12-31 <br /> '.37E110- 21436312 -7'3-6 W- W229!!�� Sheet--D-of-9- <br /> 2143547.2 6362375.5 16-38 5w Cp`1(0@ Re <br />