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I <br /> F- <br /> r <br /> U) + <br /> VJ <br /> 1 2 r <br /> II <br /> + m <br /> M <br /> rCD H Y n m Cl) <br /> LU <br /> VJ <br /> UJ m <br /> IN W <br /> In <br /> 310. o 0 <br /> Ce <br /> +Z2 m oCOi <br /> .7 m N (D W <br /> II 0 II <br /> W <br /> Z <br /> 300.00- rn m t7 w 23% <br /> CD m <br /> U wo m N 43% <br /> + W II <br /> m o <br /> W o II � 5•`'�°° <br /> U- 290,00- <br /> Y I` <br /> O <br /> LL <br /> o Zm N <br /> r W II <br /> 280.0 tO <br /> N <br /> Q+ u <br /> g8 W <br /> + p3°I0 <br /> rn A CL FINISH GRADE Y <br /> n <br /> W 270.0 < L <br /> W II EXISTING GROUND <br /> M N LU m N C) w <br /> UJI <br /> 260. W <br /> C7 W W <br /> 250. <br /> 3 g6 I <br /> 240. M , m .M M- 1.17, , m 1AI'm 11I , TM <br /> 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 10+00.00 11+00.00 12+00.00 13+00.00 14+00.00 15+00.00 16+00.00 <br /> PERIMETER ROAD rL ALIGNMENT PROFILE <br /> F HORIZONTAL SCALE 1 INCH=100 FEET <br /> CD <br /> VERTICAL SCALE 1 INCH=10 FEET <br /> L6 <br /> I <br /> a <br /> N 298.00 <br /> o \ <br /> J <br /> ti \ <br /> s 296.00 \ <br /> c� <br /> v: <br /> U \ <br /> EXISTING GRADE <br /> N <br /> L7 <br /> 294.00 <br /> w <br /> Ll- <br /> J <br /> \ SEE DETAIL(a: <br /> 0 y y <br /> a PERIMET ROAD AND DITCH <br /> FINISH GRADE <br /> a 292.00 \ <br /> E' 290.00 <br /> FENCE <br /> Zr <br /> \� <br /> 0 <br /> z- 288.00 <br /> I <br /> } <br /> 2 W \� <br /> J <br /> a o W 286.00 <br /> o APPROXIMATE LOCATION <br /> SHELL OIL PIPE LINE <br /> APPROXIMATE 5FT DEEP <br /> BELOW EXISTING GRADE <br /> ca u <br /> 284.00 <br /> SEE DETAIL a �7 ?,�7 180 Promenade Circle, Suite 320 <br /> o FENCE POST SacraPhone (916) 921805rnia 834 <br /> 3300 <br /> Zi <br /> GCL �� Fax. (916) 565-4356 <br /> y •CZ~i <br /> Shaw Environ , <br /> mental Inc. <br /> 284.00 <br /> SEE DETAIL z �` <br /> ANCHOR TRENCH AND DITCH y y 1j PREPARED UNDER THE RESPONSIBLE CHARGE OR DESIGNED BY: / DATE <br /> EXTENSION OF CLOSURE CAP <br /> c a <br /> ES 9/30 CORRAL HOLLOW SANITARY LANDFILL- <br /> 280.00 <br /> A DFILL_280.00 DRAWN BY: / DATE <br /> 0 20 40 60 80 100 120 140 ES 9/30 <br /> A TYPICAL SECTION 1 9/30/11 ES 95 PERCENT CHECKED BY: / DATE CROSS SECTION & PROFILE <br /> s # HORIZONTAL SCALE 1 INCH=10 FEET <br /> VERTICAL SCALE 1 INCH=2 FEET 0 9/13/11 ES 70 PERCENT FC 9/30 <br /> DO NOT USE THIS DRAWING FOR CONSTRUCTION MARK DATE BY CHK'D DESCRIPTION/ISSUE APPROVED BY: DATE DATE: SCALE: PROJECT N0. DRAWING N0. <br /> UNLESS STAMPED AND RESISTERED CIVIL ENGINEER. <br /> BY A WASHINGTON REVISIONS MY 9/30 9/30/2011 AS SHOWN 143515 4 OF 6 <br />