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_--�- <br /> - 8�_ <br /> I � � <br /> 3 T <br /> = ___ -- --- - - <br /> I X 142.5 X 142.3 X 141.1 X 140-6 X 139.5 X 137.3 X 137.( <br /> TYP �- - ' 100 50 0 100 200 300 <br /> x ! �- X 142.5 X 141 .1 �€�� X 139.3 X 139.5 <br /> _- ------ - SCALE: 1"=100' <br /> I I X142.5 X141.3 X140.9 X141.3 X139.0 X138.6 X137.3 X136.2 X136. <br /> i ITYP � EROSION CONTROL NOTES <br /> ( X142.7 X141 .6 X141 .3 X141.3 X '139.1 X137.0 <br /> 1 <br /> ! ❑1 e <br /> X 141 .1 X 139.4 X 137.5 X 136.7 X 136.2 X 136-5 INSTALL GRAVEL BAG CHEVRONS <br /> 1 2 3 D4❑2 INSTALL FIBER ROLLS 2 3 <br /> r <br /> X 141 .1 X 140.7 X 140.5 X 138.7 X 138.9 "� ^ X 135.1 X 135.3 J <br /> 111 a HYDROSEED PER PROJECT SPECIFICATIONS <br /> (OMIT BENCH AREAS) <br /> 139.4 �---�' � X 137.5 X 132. � ❑ 4 <br /> INSTALL SILT FENCE D4 <br /> 1 _ X 140.7 ✓ X 139.3 1 \_ X 132.9 _ <br /> X139.6 Q X158.8 X155.4 X152.9 X1 <br /> X 157.0 Y. 151 .6 <br /> X137.0 34 X1 X156.9 X155.0 X153.1 X151 .3 X14 \ \ X12 <br /> S37.2 t y� X 151 .4 <br /> 12 T�P? <br /> c a \ <br /> X136' ' X154.9 _'' X153.5 X151.2 X149.0 X149.5 X148.8 X12 , <br /> ` X 135.4 lT X 14 `� X 151 .1 X 149.1 1�� <br /> \ <br /> 1 / X134.3 X14 .3 X152.7 X150.6 X147.5 \- <br /> X 30 5 ! 100 <br /> I X 134.5 3 0 135. X 149.0 �� X 147.1 <br /> X 148.7 X 146.7 X 146.4 X84 <br /> TYP <br /> X 133.2 X 134.9 1 / X 87.2 <br /> 1 X 133.1 4\ X 149.3 X 147.1 X 145.4 X 145.2 X 144.7 / <br /> I <br /> X 139.3 ` / \ X 78.9 <br /> 1� <br /> - 1 1 X 147 X 144 4 X 143.5 X 142.9 X 143.3 <br /> • r �� � X 131 . `� X 33. .0 / <br /> z <br /> 1 <br /> 1 i X 130.7 \ X 79.6 <br /> X130.9 X131.6 X132. X144.6 X143.3 X8 .5 X75.1 <br /> 1 \ <br /> X 128.7 X 145 4 X 141.4 X 140-9 X 140.9 <br /> a 90 <br /> X129.7 X130.1 X131.2 X142.7 X143.1 I � : 4.2 X .4 X73.1 <br /> • v�' ;�.;�� � I --------,- 14.0 � € <br /> X 130. X 92.5 <br /> -- -� - -- _ -X 133.4 <br /> -150 20 <br /> ��`^ x ^ Jam_ �� x 92.9 1 <br /> X 71 <br /> X 28.4 <br /> X 108.8 <br /> 4 _ � 100 <br /> LEGEND <br /> ND <br /> -------------------- <br /> FR <br /> FIBER ROLL <br /> ..•---a- / X 73.4 <br /> �0 -- - r <br /> SFsr SILT FENCE <br /> X289 28.9 -� - - GRAVEL BAG CHEVRON <br /> X 23.0 <br /> X 23.3 <br /> 0- <br /> PREPARED BY: FESSI FORWARD LANDFILL <br /> REPUBLIC SERVICES C;�II&Environmental � P�� <br /> Ac <br /> * c <br /> STAGE 1B PARTIAL FINAL CLOSURE PROJECT <br /> FORWARD LANDFILL, INC <br /> SWT Engineering a� � No. 41981 `� m EROSION CONTROL PLAN <br /> 9999 S. AUSTIN ROAD 800-C SOUTH ROCHESTER AVENUE �c DESIGNED BY RMG SCALE AS SHOWN <br /> MANTECA, CALIFORNIA 95336 ONTARIO, CALIFORNIA 91761 +39 Civil- DRAWN DRAWN BY : JPJ DATE 6-2011 FILE NO.: <br /> 204-4242 ' CHECKED BY : DATE : 6-2011 <br /> 800 <br /> NO. REVISION DESCRIPTION BY: ) grtF�" <br /> © FORWARD, INC. (2011) PREPARED UNDER THE SUPERVISION OF DATE APPROVED BY i DATE 6-2011 <br /> Z:\PROJECTS\AIIJFD WASTE\FORWARD\STAGE 1B CLOSURE\ACAD\FIGURES\FIGO5 FWL - EROSION CONTROL PLAN <br />