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470C <br />469C <br />4680 <br />4670 <br />4660 <br />4650 <br />PREMINING <br />Profecl W. 133-24097-15001 <br />GROUND <br />D"p.d By: GL <br />TIE 3:1 SLOPE INTO <br />PRE MINING TOPO \ <br />BURIED TYPE M RIPRAP <br />C-204 <br />24" THICK. TO BE <br />SEEDED BY OTHERS <br />_ _. _ _._ _: _. <br />FILL TO <br />PREMINING <br />GROUND <br />SCARIFY 12' AND <br />RECOMPACT TO 95% <br />STND. PROCTOR OR <br />70% RELATIVE DENSITY <br />28' <br />4720 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4650 <br />4640 <br />EXST GROUND AS SURVEYED <br />BY KING SURVEYORS JULY 2015 <br />FILL TO <br />PREMINING <br />GROUND <br />r19'TYPE II BEDDING <br />ao -1n n 1n 2n sn an 9n <br />EAST SPILLWAY SECTION <br />C-203 SCALE: AS SHOWN <br />0 5' 10' 20' <br />SCALE. 1" = 10' <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4650 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4650 <br />EXST GROUND AS SURVEYED PREPARE SUBGRADE <br />BY KING SURVEYORS JULY 2015 AND COMPACT CLASS <br />6 ROAD BASE PER TIE 10:1 SLOPE INTO <br />SPECIFICATIONS PRE MINING TOPO <br />TIE 10.1 SLOPE INTO <br />PRE MINING TOPO <br />ROAD BASE PREMINING <br />ABOVE RIPRAP BURIED TYPE M RIPRAP GROUND <br />24" THICK, TO BE <br />SEEDED BY OTHERS <br />---y--- 10 10 <br />10' TYPE II BEDDING <br />FILL TO 28' <br />PREMINING <br />GROUND <br />0 -50 -40 -30 -20 -10 0 10 <br />EAST SPILLWAY SECTION AT ROAD CROSSING <br />SCALE AS SHOWN <br />0 5' 10' 20' <br />SCALE: 1" = 10' <br />4n 6n 6I <br />= s w� <br />V <br />W NSF" <br />4710 <br />mOLL <br />L y O <br />4700 LW 0 z <br />r j <br />o � <br />y .. <br />O <br />x <br />4690 <br />4680 <br />4670 <br />4660 <br />4650 /'y ` C=) <br />�s LL'7 '. <br />� kil c <br />LLj <br />C <br />4720 <br />m <br />H 4710 <br />o EXST GROUND AS SURVEYED INSTALLSILT <br />REPLACE REVETMENT " e BY KING SURVEYORS JULY 2015 FENCE <br />PER ENGINEER C-205 — <br />Y 4700 <br />m BURIED TYPE M RIPRAP o CONCRETE m m O <br />w ° 24" THICK. TO BE U PLACE 6' ROAD BASE v <br />o FL CHANNEL CUTOFF WALL a <br />a \ SEEDED BY OTHERS a ON TOP OF TYPE M CACHE LA z <br />tt w 70 REMAIN \ o o <br />IVERSON ' w CONCRETE RIPRAP STA 2127 �( a w POUDRE _ <br />\ 4690 0 <br />MINE 15' CUTOFF WALL R 15• RIVER <br />STA 0+61 <br />fi" TOPSOIL 5' w <br />6' TOPSOIL ELEV LWEG = 4676 <br />3 --� _ _ - - _. _ _sc,t- _....___ / -- -._ _. —� i ... _ _... - - - -I <br />11 THALWEG <br />4680 �. <br />_ <br />— _ <br />L 10 TYPE II BEDDING 1 1 J 1 / <br />\ ` 10" TYPE II 7 ` SCARIFY 12' AND ROAD - 1 4670 <br />RECOMPACT TO 95% <br />BEDDING / STND. PROCTOR OR K \ y 4 ,f TYPE VH RIPRAP BURIED Z <br />TYPE VH RIPRAP BURIED 70% RELATIVE DENSITY C-205 TO ELEVATION 4671 Q\ Q O W <br />TO ELEVATION 4673. 48" THICK / 48� HICK 1— W > _J <br />\ 4660 Lu z J U W <br />J w 0 <br />10" TYPE II Z <br />O <br />BEDDING Z U) U) a <br />~ W F_ U) ❑ <br />4650 = (n O Z <br />W Q <br />U <br />4640 <br />0+15 0+50 1+00 1+50 <br />EAST SPILLWAY PROFILE <br />C-203 SCALE. AS SHOWN <br />D 5' 10' 20 <br />SCALE: 1" = 10' <br />2+00 2+50 <br />EXISTING TOPO JULY 2015 <br />--- PREMINING TOPO <br />2+90 <br />Profecl W. 133-24097-15001 <br />D"p.d By: GL <br />Dram By. RAP <br />Checked BY JAB ' <br />C-204 <br />Rar Measures 1 inch <br />