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ACCESS ROAD WITH4 -- <br />_.. ..:.. ...... .......HAUL ROAD..: S S __.. <br />300 20' -WIDE DRAINAGE BENCH <br />. 2: <br />(�) S S I _. <br />250 <br />1 <br />_ MODULE 11 ' MODULE 10 <br />,50 I r <br />_, -12' OPERATIONS LAYER- <br />100 <br />AYER-100 3 <br />_1 <br />FINAL COVER _._. 3-..�------- <br />BELOW FINAL GRADE - <br />_. <br />------------- <br />s I <br />� I <br />_ POSSIBLE SOIL STOCKPILE REVISED MAXIMUM <br />FOR LANDFILL COMPLETION FINAL COVER ELEVATION <br />(SEE DRAWING 1) m y <br />ABOVE FINAL GRADE <br />20' -WIDE DRAINAGE <br />_-_-L --------- <br />_ BENCH (TYP) <br />I , <br />MODULE 9 <br />o , <br />12' 12" 2 '�. <br />50 TOE 4 <br />z BASE OF EXCAVATION i <br />_/I 100' MIN. SETBACK FROM _o <br />PROPERTY LINE <br />5' FINAL COVER <br />30' <br />18' ACCESS ROAD i2' LINER & GRADE 1 3 <br />CONTROL (TYP REFUSE <br />IX YIN. <br />SOIL BERM- 2% `— EL 122' <br />EL. 122.38 <br />DITCH '- 3 SIDE SLOPE LINER SYSTEM 2 <br />8 CLASS 2 - - - �1 J { <br />i AGGREGATE BASE EARTHf1Ll OPTIONAL <br />6 6' <br />V -DITCH - - EXCAVATION <br />6" MIN. STRIPPING I I _ . . <br />"HARDPAN" 6" MIN. KEY INTO HARDPAN f \ <br />20' MIN. <br />NATIVE SOIL <br />PERIMETER BERM, WITH DRAINAGE DITCH <br />DETAIL 9 <br />t"=10' 1,2,7 J <br />20' <br />5' FINAL COVER1 <br />(SEE NOTE 2, COVER SHEET)-�t,m�_ <br />'5' <br />J <br />OVERSIOE DRAIN 2' IN. <br />RfP RAP AT INLET <br />INLET &ELBOW <br />/ REFUSE <br />j DRAINAGE BENCH <br />DETAIL a <br />Ti <br />5' FINAL SOIL COVER <br />37.5' <br />I 30' <br />3' �- z2; 2� 3' 3' 4.5 1 <br />DAYLIGHT TO <br />EXISTING GROUND 3 <br />(FILL SLOPE) I <br />REFUSE <br />5' <br />FINAL ACCESS ROAD - USE SUPERELEVATION ON CURVES <br />DETAIL s <br />Y=10' 1 3 <br />57.5' MIN. <br />20' MIN. OUTBOARD" 20' MIN. INBOARD' <br />EQUIPMENT -+-�� 30' ACCESS ROAD —+{� EQUIPMENT 7.5' <br />HAUL ROAD (7 HAUL ROAD 3- <br />3 <br />1I — <br />zx <br />TRAFFIC BARRIER (TYP.) <br />o <br />mm=W <br />SECTION rA <br />DWG. NO. <br />3 <br />°ShdW Emfi .tdl, Inc. <br />MAINTENANCE PLAN <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />�N <br />mm <br />^_. d ^_^^^^ •+^^ -� •*- <br />w <br />118040 <br />1"=100I,7,J J <br />' <br />v <br />df <br />pal <br />J <br />SCALE W FEET <br />a loo 200 <br />320' MSL <br />_.----.----.—_.----_..._� <br />_ 4 Y <br />A <br />20' -WIDE DRAINAGE <br />2:..—... <br />FINAL COVER <br />5X MIN.. SLOPE �� ' <br />���.\ <br />5% MlN SLOPE <br />� <br />��\ <br />300 <br />300. <br />....._. _....... <br />BENCH <br />_. __-(TYP) S. t <br />_.. __.. <br />_... <br />-r ' <br />_�____ <br />_. <br />I. <br />_ _'.a �.` _.. <br />�-------------.---__. <br />....... <br />_. _ <br />_.. _. _. <br />__.20' -WIDE.. DRAINAGE <br />_... BENCH <br />_. <br />250 <br />I <br />—_ _ <br />__----.__-- <br />250 <br />� <br />I <br />— <br />200 <br />_ <br />_ 3 (Tp <br />.. <br />iMTYP <br />._. ...:200 <br />EI(TY) <br />i <br />MODULE 5 MODULE 7 <br />150 <br />so <br />REFUSE <br />_ <br />_.. <br />100 <br />OPERATIONS LAYER <br />:t: <br />100 <br />� <br />WEST PERIMETER DITCH <br />:. <br />ESPERIMETERT <br />ITCH <br />50 <br />1 <br />NATIVE SOIL <br />50 <br />S { <br />BASE OF EXCAVATION <br />SECTION e <br />1 -=100 - <br />"=100'SCALE <br />SCALE IN FEET <br />O 100 200 <br />_/I 100' MIN. SETBACK FROM _o <br />PROPERTY LINE <br />5' FINAL COVER <br />30' <br />18' ACCESS ROAD i2' LINER & GRADE 1 3 <br />CONTROL (TYP REFUSE <br />IX YIN. <br />SOIL BERM- 2% `— EL 122' <br />EL. 122.38 <br />DITCH '- 3 SIDE SLOPE LINER SYSTEM 2 <br />8 CLASS 2 - - - �1 J { <br />i AGGREGATE BASE EARTHf1Ll OPTIONAL <br />6 6' <br />V -DITCH - - EXCAVATION <br />6" MIN. STRIPPING I I _ . . <br />"HARDPAN" 6" MIN. KEY INTO HARDPAN f \ <br />20' MIN. <br />NATIVE SOIL <br />PERIMETER BERM, WITH DRAINAGE DITCH <br />DETAIL 9 <br />t"=10' 1,2,7 J <br />20' <br />5' FINAL COVER1 <br />(SEE NOTE 2, COVER SHEET)-�t,m�_ <br />'5' <br />J <br />OVERSIOE DRAIN 2' IN. <br />RfP RAP AT INLET <br />INLET &ELBOW <br />/ REFUSE <br />j DRAINAGE BENCH <br />DETAIL a <br />Ti <br />5' FINAL SOIL COVER <br />37.5' <br />I 30' <br />3' �- z2; 2� 3' 3' 4.5 1 <br />DAYLIGHT TO <br />EXISTING GROUND 3 <br />(FILL SLOPE) I <br />REFUSE <br />5' <br />FINAL ACCESS ROAD - USE SUPERELEVATION ON CURVES <br />DETAIL s <br />Y=10' 1 3 <br />57.5' MIN. <br />20' MIN. OUTBOARD" 20' MIN. INBOARD' <br />EQUIPMENT -+-�� 30' ACCESS ROAD —+{� EQUIPMENT 7.5' <br />HAUL ROAD (7 HAUL ROAD 3- <br />3 <br />1I — <br />zx <br />TRAFFIC BARRIER (TYP.) <br />'SELECTION OF THE HAUL ROAD LOCATION TO BE <br />BASED ON TRAFFIC PATTERN FOR LANDFILL OPERATION. <br />ACCESS ROAD WITH HAUL ROAD <br />DETAIL 4 <br />I".10, lQy <br />o <br />mm=W <br />CROSS SECTIONS & DETAILS <br />PRELIMINARY CLOSURE AND POSTCLOSURE <br />DWG. NO. <br />3 <br />°ShdW Emfi .tdl, Inc. <br />MAINTENANCE PLAN <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />Sheet 4 of 5 <br />PROJECT NO. <br />mm <br />^_. d ^_^^^^ •+^^ -� •*- <br />mmmm <br />118040 <br />a <br />TROYERL DU BY F- <br />�•App <br />pal <br />J <br />'SELECTION OF THE HAUL ROAD LOCATION TO BE <br />BASED ON TRAFFIC PATTERN FOR LANDFILL OPERATION. <br />ACCESS ROAD WITH HAUL ROAD <br />DETAIL 4 <br />I".10, lQy <br />o <br />CROSS SECTIONS & DETAILS <br />PRELIMINARY CLOSURE AND POSTCLOSURE <br />DWG. NO. <br />3 <br />°ShdW Emfi .tdl, Inc. <br />MAINTENANCE PLAN <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />Sheet 4 of 5 <br />PROJECT NO. <br />^_. d ^_^^^^ •+^^ -� •*- <br />SAN JOAOUIN COUNTY, CALIFORNIA <br />118040 <br />