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APPROX. <br />100' <br />X1 <br />X2 <br />X3 <br />X4 <br />X5 <br />X6 <br />X7 <br />X8 <br />X11 <br />X9 <br />X10 <br />X12 <br />X13 <br />X140 -4- <br />2 <br />21% MIN <br />1% MIN 2% MIN2% MIN2% MIN2% MIN2 <br />4 <br />2 <br />4 <br />6 <br />DETAIL <br />1 <br />SHT 4 <br />DETAILAPPROX. 20'GRADE <br />TO DRAIN <br />1% MIN <br />GRADE T <br />O <br />DRAIN6.9%2:12:12:1 <br />2:1 <br />A <br />SHT 4 <br />D <br />SHT 6 <br />E <br />SHT 6 <br />E <br />SHT 6 <br />B <br />SHT 4 <br />C <br />SHT 4 <br />4 <br />SHT 7 <br />10 <br />20 <br />30 <br />40 1020304002 <br />4 <br />2 <br />4 <br />8 <br />4 4 4 4 4 4 4 4 4 <br />4 4 4 4 4 4 4 4 4 4444444444444444444444444444X15 <br />X161010203040 20 <br />30 <br />40 <br />22 <br />2426 28 <br />-10 <br />010 <br />20-8-6 <br />J <br />SHT 9 I <br />SHT 9KSHT 10HSHT 9GRADE T <br />O <br />DRAINB <br />SHT 45.7%LCRS INSPECTION <br />PIPE (SEE NOTE 6) <br />LCRS INSPECTION <br />PIPE (SEE NOTE 6) <br />SEE NOTE 5 <br />20'20'CONSTRUCTION CONTROL POINTS <br />POINT # <br />X1 <br />X2 <br />X3 <br />X4 <br />X5 <br />X6 <br />X7 <br />X8 <br />X9 <br />X10 <br />X11 <br />X12 <br />X13 <br />X14 <br />X15 <br />X16 <br />NORTHING <br />2142699.2 <br />2142760.6 <br />2142821.3 <br />2142820.1 <br />2142925.2 <br />2143075.2 <br />2143225.2 <br />2143375.2 <br />2143370.2 <br />2143384.2 <br />2143225.2 <br />2143075.2 <br />2142925.2 <br />2142773.6 <br />2142773.2 <br />2142697.2 <br />EASTING <br />6363352.6 <br />6363353.3 <br />6363353.4 <br />6363676.7 <br />6363676.9 <br />6363676.8 <br />6363677.1 <br />6363675.3 <br />6363882.5 <br />6363892.4 <br />6363882.5 <br />6363876.5 <br />6363882.5 <br />6363882.5 <br />6363892.4 <br />6363892.4 <br />ELEV <br />40.2 <br />9.5 <br />8.3 <br />5.0 <br />2.0 <br />5.8 <br />2.0 <br />6.0 <br />2.8 <br />3.7 <br />-0.1 <br />3.8 <br />-0.1 <br />2.9 <br />3.9 <br />41.9 <br />DESCRIPTION <br />LIMIT OF LINER <br />TOP OF PRIMARY LINER <br />TOP OF PRIMARY LINER <br />TOP OF PRIMARY LINER <br />BOTTOM OF PIPE <br />TOP OF PRIMARY LINER <br />BOTTOM OF PIPE <br />TOP OF PRIMARY LINER <br />BOTTOM OF PIPE <br />TOP OF PRIMARY LINER <br />BOTTOM OF PIPE <br />TOP OF PRIMARY LINER <br />BOTTOM OF PIPE <br />BOTTOM OF PIPE <br />TOP OF PRIMARY LINER <br />LIMIT OF LINER <br />AS-BUILT LINER POINTS <br />POINT # <br />845 <br />849 <br />850 <br />851 <br />863 <br />865 <br />866 <br />9021 <br />9029 <br />9030 <br />9031 <br />9034 <br />9036 <br />9038 <br />9056 <br />9058 <br />9060 <br />9062 <br />9078 <br />9106 <br />NORTHING <br />2142821.5 <br />2142762.2 <br />2142804.6 <br />2142821.3 <br />2142701.5 <br />2142708.1 <br />2142702.4 <br />2142820.7 <br />2142827.4 <br />2142820.1 <br />2142904.6 <br />2142906.7 <br />2142943.6 <br />2142943.1 <br />2143206.2 <br />2143205.4 <br />2143244.5 <br />2143244.0 <br />2143377.1 <br />2143505.3 <br />EASTING <br />6363329.2 <br />6363353.3 <br />6363353.3 <br />6363353.4 <br />6363332.3 <br />6363352.8 <br />6363352.5 <br />6363377.7 <br />6363676.4 <br />6363676.7 <br />6363677.6 <br />6363710.1 <br />6363709.1 <br />6363676.3 <br />6363677.3 <br />6363710.2 <br />6363708.2 <br />6363677.0 <br />6363675.3 <br />6363676.2 <br />ELEV <br />8.18 <br />9.48 <br />9.86 <br />8.04 <br />35.82 <br />35.98 <br />35.94 <br />8.41 <br />5.10 <br />5.02 <br />3.36 <br />2.89 <br />2.95 <br />3.25 <br />3.35 <br />2.98 <br />2.86 <br />3.20 <br />5.62 <br />3.16 <br />DESC. <br />TOE L TIE IN <br />TOE LL <br />LL <br />TOE LL L TIE IN <br />AT <br />TOP LL <br />AT LL <br />LL <br />LL <br />LL <br />LL <br />LL <br />LL <br />LL <br />LL <br />LL <br />LL <br />LL <br />LL <br />LL 02-23SLNBSLSL(209) 982-4298DrawnFileDesignRevisionsDescripSymApdDateFORWARD LANDFILLFORWARD INC.9999 SOUTH AUSTIN ROADMANTECA, CA 95336Phone: DateAppdChkdWMU FU-23References:Rev <br />Sheet <br />NOTES: <br />0 50 100 150 <br /> 1" = 50'wfu-23sht033 <br />LEGEND <br />APPROXIMATE EXISTING LINER LIMIT <br />APPROXIMATE LIMIT OF WMU FU-23 <br />CONSTRUCTION BASE GRADING PLAN1.AS DESCRIBED IN THE SPECIFICATION (SECTION 02535), THE <br />CONTRACTOR SHALL CONSTRUCT CROSSING POINTS OVER LEACHATE <br />PIPES AT THE LOCATIONS WHERE THE CONTRACTOR'S TEMPORARY <br />ROADS CROSS THE PIPES. <br />2.CONTOURS SHOWN WITHIN THE EDGE OF GEOMEMBRANE LINED AREA <br />REPRESENT THE ELEVATION OF THE HDPE GEOMEMBRANE. <br />CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS TO ALLOW <br />FOR THE THICKNESS OF COMPONENTS UNDERLYING THE HDPE <br />GEOMEMBRANE SUCH AS THE CLAY LINER. <br />3.THE TOPOGRAPHY SHOWN IS BASED ON A JULY 2022 TOPOGRAPHIC <br />SURVEY. THE TOPOGRAPHY HAS SINCE BEEN MODIFIED IN SOME <br />PORTIONS OF THE WORK AREA. THE CONTRACTOR SHALL SURVEY <br />THE WORK AREA PRIOR TO CONSTRUCTION. <br />4.THE CONTRACTOR SHALL PROTECT THE EXISTING LINER SYSTEM <br />THROUGHOUT WMU FU-23 CONSTRUCTION. <br />5.PROVIDE ENTRY AND EXIT RAMP OVER TERMINATION BERM AT <br />LOCATION SELECTED BY OWNER. <br />6.PLACE LCRS INSPECTION PIPE AT APPROXIMATE LOCATIONS SHOWN. <br />THE LCRS INSPECTION PIPE SHALL BE NON-PERFORATED EXCEPT FOR <br />THE LAST 10-FT LENGTH OF PIPE ON THE BASE. PERFORATED PORTION <br />OF THE PIPE SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. THE <br />LCRS INSPECTION PIPE ON THE LANDFILL BASE SHALL BE PLACED IN <br />TOP 6-INCHES OF GRANULAR DRAINAGE MATERIAL. <br />APPROXIMATE WMU FU-23 GEOMEMBRANE <br />LINER CONSTRUCTION LIMIT 8/198/198/19