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GATE RELOCATION <br />STA. 0+54.94 1'. (SEE DETAIL SHEET <br />EXISTING GROUND EL=4859.27 6 OF 6) <br />` JOINT <br />zz <br />1 7, <br />-- -- <br />-JOINT <br />--- - <br />6 OF 6) <br />4960 <br />i <br />- 4955 <br /> 177' ? fxf 171--. -_COMMONBACKFILL 4950 <br />4945 PROPOSED EXCAVATION LIMITS 4945 <br /> COMMON BACKFILL/ 2.0'MIN. <br />SEE NOTE 2 COM PACTED CLAYEY SOIL BACKFILL (SEE DETAILS SHEET 5 OF 6) <br /> SLURRY WALL <br />4940 0 0 p 4940 <br /> ? 0 LL LL <br /> U- <br />rnWwWV 4 a <br />1WWVOO1 <br />MX w?a <br />v <br />Nwwwv <br />4935 + U-) + <br />° GUU?+ °om?a <br />+ <br />Q +> o6 <br />° <br />4935 <br />= o + <br />CO Z Oo <br />uL'1?W Cry Ooo <br />©- , <br />i <br />C <br />roZ_WUOo <br />-1 <br />? ++ <br />o Lo <br />+ <br />roUUO0 <br />a <br />?? <br /> <br />- Q <br />H Q <br />JWLu I- wQQ <br />Zui I - <br />cl (7_j <br />wQ <br />-i WZ)LLI Q <br />F ? <br />Q <br />JZLu <br /> <br />4930 <br />` N WDoCC..EA WOf <br />?U1fA WDo UEC (o fp WwO . W <br /> 4930 <br />0+00 0+20 0+40 0+60 0+80 1+00 1+20 <br /> ?RA? <br />f <br />0 5 <br />10 <br /> ® NOTES: KOENIG RESEVROIR REMEDIAL WORK <br /> Scale In Feet 1. ELEVATIONS BASED ON TOPOGRAPHIC REVISIONS <br /> INFORMATION PROVIDED BY SURVEY NO. DESCRIPTION DATE BY PROPOSED INLET STRUCTURE PLAN & PROFILE <br /> SYSTEMS, INC. ON 1-20-09 PER NAVD 88 DRAFT 1130109 SP <br /> f 2. PROPOSED EXCAVATION TO EXTEND 2 2 FINAL FOR DoNSrRUCnoN i 1T m sP D E E R E A U L T s w w <br /> <br /> <br />f 3 FLUME /GATE ADDENDUM <br /> <br /> <br />FEET BELOW LOWEST TOP OF EXISTING <br /> <br />MAS m xusuw FM m 0-0 <br />3/1' <br />/09 <br /> <br />SLURRY WALL ELEVATION DESIGNED BY: A APPROVED BY:D DDB ND. SHEET: <br />3-I7-09 <br />IT <br /> DRAW BY: <br />DATE <br />0111.03200 3 of 6 <br /> CHECKED BY: CJH SCALE: AS NOTE <br />- 4965 <br />GATE RELOCATION <br />JOINT (SEE DETAILS SHEET 4 OF 6) <br />(SEE DETAIL SHEET