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NOTES: <br /> 1. PROVIDE EXTRA 1 FOOT OF COVER OVER RISER PIPE. <br /> FILTER 2. PLACE BOLLARDS AROUND END OF RISER PIPE FOR PROTECTION FROM TRAFFIC. <br /> GEOTEXTILE PROTECTIVE OPERATIONS LAYER 18-INCH NONPERFORATE SEE NOTE 4 <br /> GRANULAR DRAINAGE MATERIAL HDPE RISER PIPE 3. PLACE TWO ADDITIONAL SHEETS OF GEOTEXTILE BELOW LEACHATE RISER PIPE <br /> 60-mil SINGLE TEXTURED SEE NOTE 3 FLANGE CAP TO PROTECT GECOMPOSITE DRAINAGE NET. <br /> HDPE GEOMEMBRANE GEOCOMPOSITE 4. CONTRACTOR TO PROVIDE RISER GUIDE TO PREVENT LATERAL PIPE MOVEMENT <br /> �� <br /> GEOSYNTHETIC CLAY LINER /DRAINAGE NET ` � BUT PERMITTING EXPANSIONICONTRACTION. <br /> � / <br /> 60-mil DOUBLE GENERAL EARTHFILL °- <br /> EXTURED HDPE SEE NOTE 1 / � � � 1 MIN 5. PERFORATION PATTERN: 1/2-INCH HOLES AT PIPE FOURTH POINTS, SPACED ; <br /> T <br /> T E MEMBTURED DP COARSE GRAVEL / j 6-INCHES ON CENTER. <br /> NE <br /> 18'° HDPE LONG — — — 6. USE HDPE BOOT TO ALLOW PENETRATION-OF L- TER-- R--PROTECTIVE CASING <br /> RADIUS ELBOW ;= � -.. <br /> CUSHION ' OR RISE PIPE THROUGH GEOSYNTHETICS. iii <br /> GEOTEXTILE <br /> 5' MIN i — NOTE 6 7. OFFSET PRIMARY AND SECONDARY RISER PIPES BY APPROXIMATELY 5-FT. <br /> VMIN <br /> 1' MIN o. oo<o. o<o. oa :o. ' r/ <br /> LL. Ta <br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> O 0 0 0 0 0 0 0 0 0 0 0 0 0 / <br /> 2' MIN <br /> o 0 0 0 0 0 0 0 -- 7 / 18 INCH NONPERFORATED p <br /> WELD 5 MIN 0 0 0 0 0 0 j ' HDPE LEACHATE RISER PIPE <br /> — ____ -_ <br /> CLAY LINER 60-mil SINGLE TEXTURED GEOCOMPOSITE <br /> HDPE GEOMEMBRANE DRAINAGE NET <br /> GEOSYNTHETIC \ o <br /> CLAY LINER <br /> FILTER <br /> GEOTEXTILE <br /> .18-INCH PERFORATED 60-mil SINGLE TEXTURED <br /> "„HDPE LEACHATE RISER PIPE HDPE GEOMEMBRAN GEOSYNTHETIC - Q <br /> W/FLANGE CAP CLAY LINER <br /> (SEE NOTE 5) SECT <br /> I ON <br /> a <br /> LEACHATE RISER AND SUMP SHT 7SECTION - PRIMARY LEACHATE RISER PIPE <br /> NTS (SEE NOTE 2, 7) ---.__ -__--- ---___-- _-- cn <br /> 0 <br /> Q 0 <br /> 0 rn <br /> N <br /> Cj z_ Ln <br /> Z E— Cn N <br /> ::DU <br /> Q <br /> Q = Q O <br /> W <br /> 01-- <br /> d7 Q �O <br /> �. <br /> PROTECTIVE OPERATIONS LAYER a' <br /> GRANULAR DRAINAGE MATERIAL o 0 <br /> FILTER 60-mil TEXTURED rl <br /> HDPEGEOMEMBRANEPROTE�Ti1YE <br /> GEOTEXTILE <br /> W <br /> GEOSYNTHETIC CLAY LINER VAULT BOX w <br /> az � _ <br /> GENERAL EARTHFILL o W <br /> 60-mil TEXTURED COARSE GRAVEL > <br /> — — — <br /> Ln 0 <br /> n . <br /> WOO) W 7 <br /> HDPE GEOMEMBRANE oN :a Q <br /> 6" PERFORATEDS - W ° a <br /> HDPE LEACHATE W m o Q <br /> COLLECTION PIPE SEE NOTE 6 <>o B v <br /> 1 MIN = _ - _- - _ _ _ - - _-_ _ - _ - _ _ - _ �s� � a aI <br /> 1' MINo. ooao—oQ — — — o oao. oo — — — :o. oobo. <br /> 4. ° x'0 — 0 0 °. — — — -- 0. — — — — <br /> U <br /> 21 IN o — — 0 0=� 0 0 V <br /> CUSHIONo o — — 00 0 0 0 LYSIMETER LEADS <br /> GEOTEXTILE N5' MIN �; 0 — o 00 / AND PROTECTIVE CASING 0 <br /> CD <br /> woo <br /> CLAY LINER 60-mil TEXTURED z w z <br /> HDPE GEOMEMBRANE J J 0 Q <br /> �- w :2 F- F- <br /> GEOSYNTHETIC ZZ n <br /> CLAY LINER _ POROUS Q o <br /> FILTER SUCTION CUP —' 0- z � 0 <br /> LYSIMETER o :2 Q o Q <br /> GEOTEXTILE ry 0 z <br /> < 0V) v c <br /> L.y 1_ < 6 <br /> CTI L 0 0 <br /> z F <br /> ��v�RQFESSlD�R� w LL- Z IL Li <br /> cn <br /> li TYPICAL SUMP AND LYSIMETER SHT 7 <br /> NTS BRYANA. ��" � �LU <br /> Lu BTIRP,AT m Q Q <br /> 22531 v <br /> 'Exp, 12-31-05 w <br /> r <br /> CIVIL <br /> T <br /> F CA <br /> Sheet-7 of 11 . <br /> Rev <br />