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1 2 3 4 s 6 7 E <br /> w�o <br /> I LU <br /> W <br /> I H 8 <br /> EXISTING <br /> SLURRY WALL RECLAMATION <br /> EL.'M SLOPE DESIGN <br /> EL:??? SURFACE <br /> 31Q4'CUSS III RCP WITH O <br /> EL:??? WATERTIGHT JOINTS <br /> EL,?'?? I RIPRAP TO C EL??? <br /> TOP OF SLOPE i <br /> e CONCRETE 21.28• I I � ELIM <br /> E 18'THICK TYPE L G6pp HEADWALL I CONCRETE A <br /> UNGROUTED RIPRAP wL HEADWALL G600 <br /> WITH 12'TYPE 6 BEDDING <br /> EL'!?? <br /> i EL??? <br /> tom y <br /> IfI <br /> I <br /> F1?77 <br /> Et. <br /> I <br /> I <br /> I <br /> D <br /> I ;! <br /> APPROXIMATE I ; <br /> PROPERTY LINE <br /> I II; <br /> 0 1(y 20' 40' <br /> . SCALE:1'•20' <br /> CONTOUR INTERVAL•1 FOOT > <br /> m <br /> I Ali <br /> I <br /> C <br /> Lu <br /> Is <br /> C <br /> w <br /> Z <br /> W <br /> k <br /> 3 y <br /> 0 <br /> L <br /> ow <br /> K Y <br /> a <br /> z <br /> 5 5060 5060 lLl <br /> gz <br /> B CONCRETE HEADWALL CONCRETE HEADWALL LL <br /> STA:10+27.50 /'EXISTING GRADE STA:11+48.35 - !n <br /> ELEV:5035.73 i / ®CL OF CENTER PIPE ELEV:5036 00 _ LU <br /> -- -- <br /> 5040 -- ----r ------------- 5040 Of <br /> - w <br /> y <br /> o z <br /> - -- o g <br /> w LU <br /> 120,85 LF(3).24'CLASS III RCP W/ ? Z <br /> = 5020 WATERTIGHT JOINTS®-0.22% EXISTING - - \`ALL - 5020 Q I W d <br /> SLURRY rLU W <br /> NOTES: FINISH L OF CENTER PIPE W RECLAMATION SLOPE W n <br /> 5010 i— DESIGN SURFACE 5010 tr Q. <br /> 1. BACKFILL FOR HEADWALL SHALL TIE INTO EXISTING GRADE. 10+00 11+00 'I 1+62 Q w <br /> d 2. TOP ELEVATION BACKFILL FOR HEADWALL SHALL BE 3INCHES BELOW THE TOP OF WALL PROFILE OUTLET PIPE -j <br /> F- <br /> 3. BACKFILL SHALL BE PLACES IN 9'LOOSE LIFTS AND COMPACTED TO 95%STANDARD PROCTOR DENSITY. SCALE:HORIZ 1•=2(Y VERT:1'=217 D <br /> 4. RECLAMATION SLOPE DESIGN IS APPROXIMATE ONLY. O <br /> h A Pm)W Na: 133-23614-18002 <br /> a DWpwd Br JAB r, <br /> 0 10, 21Y 40' Dtewn BY RAP <br /> RCMCW Br FJD <br /> SCALE:I'=20' <br /> C-201 <br /> Sheet U <br /> Bar Measures 1 inch <br />