Laserfiche WebLink
Il <br />101 <br />X <br />C <br />F <br />1 <br />2 <br />3 <br />4 <br />5 <br />[:1 <br />7 <br />15 <br />n <br />2" SINGLE PIECE HDPE DISCHARGE PIPE C C7 SACRIFICIAL GEOMEMBRANE <br />(NOTE 3) <br />24" DIAM. HDPE PIPE <br />24" DIAM. HDPE PERFORATED PIPE GEOTEXTILE TO CONFORM TO RISER PIPE 20' (PRIMARY INSPECTION <br />RISER PIPE <br />GEOSYNTHETIC 6" DIA. HDPE PERFORATED PIPE <br />CLAY LINER (GCL) <br />(LEACHATE COLLECTION) 33' <br />GEOMEMBRANE� IGEOTEXTILE _ 71 RAIKI in -- <br />EASTERN <br />TERMINATION <br />BERM <br />3' — <br />SACRIFICIAL <br />GEOMEMBRANE <br />24" DIAM. HDPE PIPE <br />(PRIMARY INSPECTION 3 <br />RISER PIPE) 1F <br />GEOCOMPOSITE-*' / <br />GEOMEMBRANEJ <br />GEOSYNTHETIC CLAY LINER (GCL) <br />14 <br />6" DIAM. SCHEDULE 40 <br />GALVANIZED STEEL - <br />SUPPORT POST (TYP.) <br />BOLT SUPPORT <br />BAR TO POST <br />-2' <br />EARHFILL <br />'-- GEOCOMPOSITE <br />GEOMEMBRANE <br />GEOSYNTHETIC <br />CLAY LINER (GCL) <br />ANCHOR TRENCF <br />EARTHFILL <br />1'-6" MIN. <br />2 <br />'1 <br />2' <br />2' <br />FOUNDATION LAYER <br />ECCENTRIC REDUCER 24"x6" r <br />19 <br />(NOTE 1)-/ <br />"I 6DETAIL TYP. <br />cz SUMP WITH PRIMARY RISER PIPES <br />N.T.S. <br />FLANGE AND <br />HDPE BLIND <br />FLANGE (TYP.) <br />GALVANIZED 5 <br />STEEL POST C8 E7 <br />(TYP.) <br />4' 5' <br />"I DETAIL `� <br />! c� PRIMARY LCRS RISER TERMINATION AT TOP OF SLOPE <br />N.T.S. <br />3" T' B <br />----- -- ----------- <br />0 <br />0 � <br />-------------- <br />B' <br />0.5" DIAM. HOLE <br />(TYP) <br />19 DETAIL TYP. <br />C7c!s24—IN DIAMETER HDPE PIPE <br />PERFORATION PATTERN <br />N.T.S. <br />HDPE PIPE <br />LFG BERM <br />3 <br />SEE <br />C8 4 <br />LEACHATE SUMP PUMP <br />(NOTE 2) <br />5'N <br />T MIN. <br />6" DIAM. HDPE PIPE <br />(INSTRUMENTATION PIPE) <br />APPROX. 4' <br />24" DIAM. HDPE PIPE <br />(PRIMARY INSPECTION <br />24" DIAM. HDPE <br />PIPE (PRIMARY <br />—GEOSYNTHETIC <br />CLAY LINER (GCL) <br />EOMEMBRANE <br />COMPOSITE <br />GALVANIZED U -BOLT (TYP.) <br />(LOOSE FIT) <br />6" DIAM. SCHEDULE 40 GALVANIZED STEEL <br />/-SUPPORT POST (TYP.) <br />'l8 SECTION <br />cs(*PRIMARY AND SECONDARY RISER SUPPORT STRUCTURE AND BOLLARDS <br />N.T.S. <br />Ir [llr CT ICS 1 Cnn TLIA\1 l All pV ]Lll T <br />NOTES: <br />1 THE CONTRACTOR MAY SUPPLY SEVERAL ECCENTRIC REDUCERS TO PROVIDE REDUCTION TO 611 <br />. <br />REDUCERS SHALL BE MOLDED. FABRICATED REDUCERS ARE NOT ACCEPTABLE. <br />2. SEE NOTE 1 ON M-2 FOR LEACHATE SUMP PUMP DETAILS. <br />3. SEE TECHNICAL SPECIFICATIONS SECTION 15590 FOR 2" DIAM. SINGLE PIECE HDPE DISCHARGE PIPE <br />DETAILS. <br />2 1 3 1 4 <br />5 <br />GALVANIZED 5 <br />STEEL POST C E7 <br />(TYP.) <br />D ACCORDINGLY. <br />REV DATE DESCRIPTION DRN APP <br />GeosynfRoXw-%.l> <br />a <br />i <br />GOnSI ta= . /, <br />1111 BROADWAY, 6TH FLOOR 1810 EAST HAZELTON AVENUE <br />OAKLAND, CA 94607 STOCKTON, CA 95205 <br />PHONE: 510.836.3034 PHONE: 209.468.3000 <br />TITLE: <br />DETAILS V <br />PROJECT: <br />CONSTRUCTION OF AREA 2A <br />SITE: FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA I <br />THIS DRAWING MAY NOT BE ISSUEDDESIGN BY: FWS DATE: NOVEMBER 2014 <br />FOR PROJECT TENDER OR <br />CONSTRUCTION, UNLESS SEALED. <br />DRAWN BY: AB PROJECT NO.: WG1780 <br />CHECKED BY: SPL FILE: DETAILS V <br />SIGNATURE REVIEWED BY: SPL DRAWING NO.: C-8 <br />r, <br />DATE APPROVED BY: KS,J SH_ OF 25 <br />7 8 <br />