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0 <br />0 <br />C <br />E <br />F <br />1 <br />2 <br />3 <br />4 <br />�y <br />u <br />7 <br />� WELD J <br />4' GEOTEXTILE -� <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />GEOCOMPOSITE <br />GEOMEMBRANE� <br />GEOSYNTHETIC CLAY LINER (GCL) <br />K23 DETAIL TYP. <br />SUMP CROSS SECTION <br />N.T.S. <br />(%I A CQ 11 A /%^MC'f% A= o A C -r <br />COARSE GRAVEL <br />GEOTEXTILE (OVERLAP 2 FT.) <br />GEOMEMBRANE <br />5' <br />24" DIAM. HDPE <br />PERFORATED PIPE ;L <br />(SECONDARY PIPE) <br />APPROX. 7'-7 <br />COARSE GRAVEL <br />6" DIAM. PERFORATED HDPE <br />PIPE (LYSIMETER PIPE) <br />1' <br />1' <br />- 2.5' <br />�— 5' <br />GEOMEMBRANE <br />2' —� <br />6" DIAM. HDPE PERFORATED PIPE <br />4 (INSTRUMENTATION PIPE) <br />GEOTEXTILE (2 FT. OVERLAP) <br />F 29S ' <br />0-24 DETAIL TYP. <br />c O ACCESS ROAD SECTION <br />N.T.S. <br />L <br />SECTION <br />CHANNEL DIMENSIONS <br />N.T.S. <br />2 <br />R.M. TERMINATION <br />:R MANUFACTURER'S <br />COMMENDATION <br />3 <br />CHANNEL DIMENSIONS <br />CHANNEL # <br />A <br />B <br />W <br />Y <br />CHANNEL 1 <br />- <br />1' <br />7' <br />1.5' <br />CHANNEL 2 <br />(UPSTREAM) <br />1' <br />1' <br />7' <br />1.5' <br />CHANNEL 2 <br />(DOWNSTREAM) <br />1' <br />3' <br />9' <br />1.5' <br />CHANNEL 3 <br />1' <br />3' <br />15' <br />3' <br />4 <br />COARSE GRAVEL <br />SEE NOTE 5 <br />2' APPROX. 11' <br />(SEE NOTE 2 <br />16" <br />4'1�T6" it <br />0 <br />M <br />6" <br />50" <br />PLAN <br />FLARED <br />EN <br />SECTION <br />?S :lv <br />'25" <br />C3 0 <br />LE <br />IOTE 1) <br />L* (SEE NOTE 3) <br />H:1V <br />7" <br />169*I I /-T.R.M. <br />SEE DETAIL 34 ON DRAWING <br />C-11 FOR T.R.M. ROCK <br />CONNECTION DETAIL. <br />ROCK (CALTRANS <br />ACING CLASS) <br />(SEE NOTE 4) <br />SIDE <br />DETAIL (TYP.) <br />FLARED PIPE INLET AND OUTLET <br />N.T.S. <br />NOTES: <br />1. GALVANIZED STEEL FLARED END SECTION WITH THICKNESS OF 0.079". <br />2. USE STRAP BAND OR THREADED ROD PROVIDED BY MANUFACTURER TO <br />LOCK END SECTION TO PIPE. <br />3. L* SHALL BE 8 FT. AT THE PIPE INLET AND 24 FT. AT THE PIPE OUTLET. <br />4. ROCK PLACEMENT SHALL BE "METHOD A" AS DESCRIBED IN SECTION 72 <br />OF CALTRANS STANDARD SPECIFICATIONS, 2010 VERSION. <br />5. FORM PIPE BEDDING GROOVES AS DESCRIBED IN SECTION 02300 <br />EARTHWORK OF THE TECHNICAL SPECIFICATIONS. <br />5 <br />C� <br />GEOTEXTILE <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />GEOCOMP0SITE <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />2 <br />16" <br />16" <br />60" <br />:4► <br />BRED END SECTION <br />3" DIAM. CMP <br />16" <br />3' <br />IF SHEET IS LESS THAN 24" BY 36". THEN IT IS A <br />2 <br />ROCK (CALTRANS <br />FACING CLASS) <br />(SEE NOTE 4) <br />OTEXTILE <br />PRINT -SCALE R <br />WELD <br />REV DATE DESCRIPTION DRN APP <br />Geosynt-vetc C' f <br />co�su��ar�t� <br />1111 BROADWAY, 8TH FLOOR 1810 EAST HAZELTON AVENUE <br />OAKLAND, CA 94807 STOCKTON, CA 95205 <br />PHONE: 510.838.3034 PHONE: 209.468.3000 <br />TITLE: <br />PROJECT: <br />SITE: <br />THIS DRAWING MAY NOT BE ISSUED <br />FOR PROJECT TENDER OR <br />CONSTRUCTI N, UNLESS SEALED. <br />es to ILI <br />\,------SIGNATURE 14 <br />CV�7 <br />DATE <br />7 <br />DETAILS VII <br />CONSTRUCTION OF AREA 2A <br />FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DESIGN BY: FWS <br />� <br />ti �`� �`'✓G<G- \ DRAWN BY: AB <br />4 CHECKED BY: SPL <br />\* tot <br />REVIEWED BY: SPL <br />APPROVED BY: KSJ <br />DATE: NOVEMBER 2014 <br />PROJECT NO.: WG1780 <br />FILE: DETAILS VII <br />DRAWING NO.: C-1 0 <br />SHEET 11 OF 25 <br />0 <br />E <br />F <br />