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A B C D E F G H <br />CALTRANS STD PIPE <br />NATIVE GRASS MIX ANCHOR ASSEMBLY <br />WITH ORGANIC LAYER VEDDIfIONALATIVE 9" O ON AND STAKE, TYP <br />BENCH ONLY — TOE OF SLOPE <br />w r— 6'(MIN) 14'(MIN) — <br />3 M <br />w w w > > > > <br />VU �(In 3 1r 8"(MIN) <br />U �1 ji 1 <br />1 �- , w , , 2%(MIN) t=rj n M n <br />, <br />all <br />Vol N, <br />w —11 11— <br />\15-:G w 6" (MIN.), w w 12 VEGETATIVE LAYER > > <br />w K6*) R R) "; EXISTING INTERMEDIA <br />p`(E TE <br />GO SOIL COVER N _ 2% <br />O <br />1' FON�ERMED+p N :'` N I I, ' 11 r' / T <br />MIN' MIN <br />6' <br />C�x\Sl`NG 3 SECTION LI(TYNED, BENCH DRAINAGE DITCH r <br />3 GRASS LI , CORRUGATED <br />2' NOT TO SCALE I i <br />18"0 CORRUGATED <br />J HDPE PIPE <br />15'(MIN) i N i 15'(MIN) 14 <br />DITCH LINED WITH ASPHALT CONCRETE (TYP) i i DITCH LINED WITH ASPHALT CONCRETE (TYP) <br />2 2 <br />p CORRUGATED HDPE ELBOW <br />1 SECTION 1 1 TICAL AT SLOPE "DAYLIGHT POINT" <br />i <br />i <br />3 BENCHES AND TOP DFINAL COVER; ECK 3H:1 V SLOPES, > I > <br />M M = M <br />NOT TO SCALE <br />NATIVE GRASS MIX CALTRANS STD PIPE <br />WITH ORGANIC LAYER ANCHOR ASSEMBLY <br />GEOCOMPOSITE DRAINAGE LAYER AND STAKE, TYP <br />. (NONWOVEN GEOTEXTILES) <br />31 18" 0 DRAIN PIPE <br />(MIN)— <br />2 , w , w �� VARIES SOIL BERM PLAN VIEW <br />2 18"0 DRAIN PIPE <br />WITH CALTRANS STD <br />vEG��p� w PIPE ANCHORAGE <br />, <br />— 5% <br />, , L S 3 CORRUGATED HDPE ELBOW <br />ASPHALT LINED DITCH <br />ILIp 1� F GN l w w , , w , —h AT SLOPE "DAYLIGHT POINT" <br />��1x Ri FINAL w , , w w w w , , , , w , , , , , , �1 <br />PIER Co <br />COVER , w w , , , , , , \, , 2%(MIN <br />N 0\V , <br />1 �oONGpt�O\plE S SYSTEM w W v w 2%.{M1Nj —11 <br />CALTRANS STD PIPE <br />�YJsi\P\G \N�ERM" , w w ANANDRASSEMBLYSTAKE, TYP , C��Nq <br />wf` O <br />CALTRANS STD PIPE CORRUGATED HDPE SYS <br />2 FLARED ANCHOR ASSEMBLY TEE INLETS TFM <br />w , , <br />END SECTION AND STAKE, TYP. FINAL <br />COVER <br />SYSTEM <br />CROSS SECTION AA CANCHORSASSDEMBLY <br />AND STAKE, TYP <br />2 SECTION TYPICAL 4 DETAIL TYPICAL 5 DETAIL TYPICAL <br />3- PROPOSE FINAL COVER; 2H:1 V SLOPES 3-1 FLARED END, TOP OF SLOPE INLET 3-1 BENCH DRAINAGEINLET <br />NOT TO SCALE NOT TO SCALE NOT TO SCALE <br />10 <br />HDPE MANHOLE o�o C) Q o oOo <br />WITH COVER P !o 0o 00 QD CENTERLINE OF EXISTING <br />0 0 0 '0,0 'o 0 0 DRAINAGE DITCH <br />0� c� � TRENCH BACKFILL <br />�o o Q / 18" (MIN.) DEEP DRAINAGE DITCH <br />o onro Q Qo. 2H:1V SIDE SLOPES <br />000000 p �0o <br />:� c'aq , o 0 0 0 <br />p 0 00 0 00 <br />s syr-- oo 00 00 00 <br />m 2%(MIN) 0 <br />UO o C)oCOo Q 00 Qo <br />GRAVEL LINED ACCESS ROAD 0 �� . 0 . �� �(� .//i <br />20' o O o o O . / 18' O.D. 98" VARIES <br />w , oQo.oQooQpo0o. / <br />\ v / 18" (MIN.) DEEP DRAINAGE DITCH 06000 00 0 IO 1O' PIPE ZONE MATERIAL TEE CONNECTION / <br />0 2H:1 V SIDE SLOPES. o O o o o <br />O OHO �oQ� �QO �� /�\�/ <br />SIDE OPENING FOR o O .0 o C I <br />I o OQQo �oDITCH FLOW OoQ 00 Q o 0o <br />.75{O.D.)0 Exis-MG o00 o <br />— o <br />060 I 0o OO — 6"(MIN) ROCK SLOPE PROTECTION AND J O� 0 O <br />z <br />0000 0000 FABRIC PER CALTRANS STD18"0 DRAIN PIPE SECTION 72 AND 88 (NO. 2 BACKING) Oo ��o OO o �00 4" (MIN.) <br />24"0 PIPE CULVERT TO - - Qo �� - <br />SEDIMENTATION POND �B <br />Lo <br />6 18"0 DRAIN PIPE <br />PLAN VIEW CROSS SECTION BB <br />U ad No. C 539,57 <br />Exp'. Z 3t o3 <br />6 DETAIL TYPICAL DETAIL TYPICAL 8 DRAANA IL TYPIPAL <br />m_ <br />g <br />3-1 CATCH AIN MAN OE 0 LOPE 3— ROCK ENERGY D SSIPATERS �—j D G E TRENCH � <br />NOT TO SCALENOT TO SCALE NOT TO SCALE <br />N <br />O <br />A B C D E F G H <br />Q REVISIONS DETAILS PERMIT DRAWING <br />a NO. DESCRIPTION DATE BY Pie <br />�? GeoSynteC Consultants DES BY- BTB DATE: DECEMBER 1999 FIGURE N0. <br />Z <br />1500 Newell Ave., Ste. 800 DRN BY: EBT ABK SCALE: NOT TO SCALE <br />•��4 PARTIAL FINAL CLOSURE AND CHK BY: SPL <br />• . I I, Walnut Creek, CA 94596 POSTCLOSURE MAINTENANCE PLAN REV BY: SPL PROJECT: WS0264 3=2 <br />Forward, Inc. AgTE �pNAGEE UNI APP BY: BTB DOCUMENT:WC99 <br />z <br />FORWARD LANDFILL MMCA CALIFORNIA FILE: 0264-FIN-05.DWG <br />