Laserfiche WebLink
c: <br />C <br />mm <br />-2= <br />7� <br />NOTES: <br />1, OPERATIONS LAYER SHALL BE PLACED BY CONTRACTOR ON FLOOR <br />AND UP THE NORTHERN AND EASTERN SIDE SLOPES FOR A <br />DISTANCE OF 20 FT MEASURED ALONG THE SIDESLOPES WORKING <br />FROM THE BASE UPWARDS. <br />2. SACRIFICIAL GEOMEMBRANE SHALL BE PLACED OVER THE <br />GEOCOMPOSITE THAT WILL BE EXPOSED FOR MORE THAN 15 DAYS <br />FROM TOP OF SOIL OPERATIONS LAYER TO BEYOND THE EDGE OF <br />THE ANCHOR TRENCH BUT NOT IN THEANCHORTRENCH. <br />CONTRACTOR SHALL ANCHORSACRIFICIAL GEOMEMBRANE WITH 30 <br />LB SANDBAGS SPACED IN A 10' SQUARE GRID AND TIED WITH ROPE. <br />3. SACRIFICIAL GEOMEMBRANE SHALL BE MARKED USING SPRAY -PAINT <br />AND STENCIL PROVIDED BY THE CONTRACTOR AS DESCRIBED IN <br />SECTION 02785 OF THE TECHNICAL SPECIFICATIONS. <br />4. THE CONNECTION OF THE SIDE SLOPE AND FLOOR GEOMEMBRANE <br />SHALL NOT BE WITHIN 5 FT OF THE TOE OF SLOPE AND SHALL NOT <br />BE LOCATED IN THE LEACHATE COLLECTION PIPE TRENCH. <br />5. THE CONTRACTOR SHALL VERIFY THE PIPE LOCATIONS WITH THE <br />ENGINEER. THE CONTRACTOR SHALL LOCATE, STAKE, AND PROTECT <br />EXISTING PIPES DURING CONSTRUCTION. <br />6. LAY PLYWOOD CONTINUOUSLY ALONG THE LINER TERMINATION. <br />7. TERMINATE GEOCOMPOSITE AT BOTTOM OF SLOPE, AS SHOWN. <br />8, THE CONTRACTOR SHALL IMPLEMENT ADEQUATE TEMPORARY <br />PROTECTION MEASURES AT PLACES WHERE CONSTRUCTION <br />EQUIPMENT WILL BE CROSSING OVER THE LANDFILL GAS HEADER <br />AND ASSOCIATED PIPES. <br />9. EA THRILL MAY BE REQUIRED TO BRING EXISTING AREA 2A <br />TOPOGRAPHY TO THE BOTTOM OF PREPARED FOUNDATION LAYER <br />GRADES. <br />GEOCOMPOSITE - <br />GEOMEMBRANE� <br />GEOSYNTHETIC CLAY LINER (GCL) <br />3 <br />FUTURE <br />INTERIM COVER <br />IN I.C.) <br />3 <br />SACRIFICIAL <br />GEOMEMBRANE <br />FUTURE WASTE(NOTES 2 AND 3) <br />(N.I.0) <br />/ 3 <br />SANDBAG / <br />(NOTE 2) / <br />S�oEs�6pe <br />APPROX. 2' APPROX. 2' <br />EASTERN TERMINATION <br />,BE <br />EARTHFILL <br />212%— <br />...... 2 1 1'-6"MIN, 1 1_ <br />3' —F— 3' <br />PLYWOOD <br />(NOTE 6) <br />6' <br />ANCHOR TRENCH <br />2' <br />2' VARIES <br />EARTHFILL <br />3 DETAIL TYP. <br />�+ EASTERN LINER TERMINATION <br />N.T.S. <br />i <br />C4 CA <br />NOTE <br />2' MINK. <br />/ I <br />6" DIAM. HDPE L 3" <br />ca ca PERFORATED PIPE <br />4 DETAIL TYP. <br />D+ FLOOR TO SIDE SLOPE LINER SYSTEM TRANSITION <br />N.T.S. <br />MG <br />=F* <br />=P <br />�r <br />APPROVED BY' KSJ I SHEET 5 CF 25 ' <br />1 IOI Z I A 5 R 7 1 8 <br />SIDE VIEW A -A' <br />HDPE PIPE <br />6"(TVP.) --i%� <br />------------------- <br />_________ __-_____ <br />- — — — — —____ <br />A 45' 45' <br />0.25" DIA. HO'.E (TYP) <br />HOLES ON SIDES OF PIPE <br />90" APART <br />5 DETAIL TYP. <br />�+ 4—IN AND 6—IN DIAMETER HDPE PERFORATED PIPE <br />LFG BERM <br />PERFORATION PATTERN <br />EXISTING LANDFILL GAS <br />N.T.S. <br />HEADER AND ASSOCIATED <br />PIPES (NOTES 5 AND 8) <br />IF SHEET IS LESS THAN 24" BY 36" THEN IT IS A REDUCED PRINT -SCALE REDUCED ACCORDINGLY. <br />E <br />1 1'-6" MIN. <br />2%— <br />REV I DATE DESCRIPTON DRN APP <br />EARTHFILL <br />% <br />Geosyntec'�E <br />consultants <br />1111 BROADWAY, 8TH FLWR 1810 EAST HAZELTON AVENUE <br />PERIMETER ACCESS ROAD <br />OAKLAND, CA 9160] STOCKTON. C ­ <br />PHONE: 5W838.— PHONE 209.488.3000 _... <br />�r <br />APPROVED BY' KSJ I SHEET 5 CF 25 ' <br />1 IOI Z I A 5 R 7 1 8 <br />