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0 <br />C <br />31 <br />23 DETAIL TYP._ <br />o SUMP CROSS SECTION <br />N.T.S. <br />6"DIAM. HDPE PERFORATED PIPE <br />(INSTRUMENTATION PIPE) — <br />COARSE GRAVEL — <br />6" DIAM. PERFORATED HDPE <br />PIPE (LYSIMETER PIPE) <br />\ GEOMEMBRANE <br />`6" DIAM. HDPE PERFORATED PIPE <br />(INSTRUMENTATION PIPE) <br />GEOTEXTILE (2 FT. OVERLAP) <br />24 DETAIL TYP. <br />ca c10 ACCESS ROAD SECTION <br />N.T.S. <br />A <br />w <br />CHANNEL DIMENSIONS <br />rt <br />CHANNEL# <br />TRM <br />Y <br />VARIES <br />T. R.M. TERMINATION <br />- <br />1L-=` 2 PER MANUFACTURER'S <br />T 1.5' <br />2 RECOMMENDATION <br />RED END SECTION <br />26 <br />SECTION <br />i' <br />CHANNEL DIMENSIONS <br />7' 15 <br />N.T.S. <br />- I <br />DIAM. HDPE PERFORATED PIPE 24" DIAM. HDPE PERFORATED PIPE <br />IMARY INSPECTION PIPE) (PRIMARY PIPE) <br />OPERATIONS L <br />— GEOTEXTILE <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />GEOCOMPOSITE <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />SEE NOTE 1) <br />CHANNEL DIMENSIONS <br />-(SEE NOTE 2) <br />CHANNEL# <br />A <br />B <br />W Y <br />CHANNEL 1 <br />- <br />1' <br />T 1.5' <br />CHANNEL 2 <br />RED END SECTION <br />FLARED <br />END <br />(UPSTREAM) <br />i' <br />1. <br />7' 15 <br />CHANNEL 2 <br />-- 2iH:1V <br />16" <br />16" <br />(DOWNSTREAM) <br />1. <br />3' <br />9' 1.5' <br />CHANNEL 3 <br />1. <br />3' <br />15' 3' <br />- I <br />DIAM. HDPE PERFORATED PIPE 24" DIAM. HDPE PERFORATED PIPE <br />IMARY INSPECTION PIPE) (PRIMARY PIPE) <br />OPERATIONS L <br />— GEOTEXTILE <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />GEOCOMPOSITE <br />GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER (GCL) <br />SEE NOTE 1) <br />-(SEE NOTE 2) <br />M m <br />50" <br />(SEE NOTE PLAN <br />L' (SEE NOTE 3) <br />:16" <br />RED END SECTION <br />FLARED <br />END <br />30" DIAM. CMP <br />SECTION <br />-- 2iH:1V <br />16" <br />16" <br />4' 6" h V 7" 16` T.R.M. <br />3' 1 <br />2 <br />2 a — — <br />OCK (CALTRANS <br />6' 'I <br />_ <br />FACING CLASS) <br />LS <br />SEE DETAIL 34 ON DRAWING 16 <br />.------7ACING <br />(SEE NOTE 4) <br />C-11 FOR T.R.M. ROCK <br />60" <br />'EOTEXTILE CONNECTION DETAIL. <br />EOTEXTILE <br />CALTRANS <br />CLASS) <br />(SEE NOTE 4) <br />FRONT <br />M <br />25 DETAIL TYP. <br />FLARED PIPE INLET AND OUTLET <br />IF SHEET IS LESS THAN 24" BY 36" THEN IT ISA REDUCED PRINT -SCALE REDU <br />N.T.S. <br />REV I DATE <br />i 1 <br />DESCRIPTION <br />p � /� <br />Geos Y�/l 8 tee l> <br />COI13U tants <br />NOTES: <br />1. GALVANIZED STEEL FLARED END SECTION WITH THICKNESS OF 0.079'. <br />1111 BROADWAY.6TH FLOOR <br />OAKLAND, CA 996? <br />PHONE: 510.838.3039 <br />1810EA <br />SV <br />PH <br />2. USE STRAP BAND OR THREADED ROD PROVIDED BY MANUFACTURER TO <br />LOCK END SECTION TO PIPE. <br />nTLe: <br />3'L- SHALL BE 8 FT. AT THE PIPE INLET AND 24 FT. AT THE PIPE OUTLET. <br />DETAILS VII <br />4. ROCK PLACEMENT SHALL BE "METHOD A" AS DESCRIBED IN SECTION 72 <br />OF CALTRANS STANDARD SPECIFICATIONS, 2010 VERSION. <br />PROJECT. <br />5. FORM PIPE BEDDING GROOVES AS DESCRIBED IN SECTION 02300 <br />CONSTRUCTION OF AREA 2A <br />EARTHWORK OF THE TECHNICAL SPECIFICATIONS. <br />SPL <br />swwrueE REVIEWED BY: SPL D <br />APPROVED BY: KSJ S <br />G A 7 R <br />WELD I <br />IE <br />0 --it <br />