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4720 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4650 <br />PRE MINING EXST GROUND AS SURVEYED <br />GROUND BY KING SURVEYORS JULY 2015 <br />-- TIE 3.1 SLOPE INTO <br />PRE MINING TOPO <br />BURIED TYPE M RIPRAP <br />24" THICK, TO BE <br />SEEDED BY OTHERS <br />L\� 3 ... zS /i <br />__________-- � I .ice,% � <br />10' TYPE II BEDDING <br />SCARIFY 12' AND <br />FILL TO PREMINING GROUND RECOMPACT TO 95% <br />STND. PROCTOR OR FILL TO PREMINING GROUND <br />70% RELATIVE DENSITY <br />34' <br />-50 d0 -30 -20 -10 0 10 20 30 40 50 <br />s WEST SPILLWAY SECTION <br />C-201 SCALE: AS SHOWN <br />0 5' 10' 20' <br />SCALE: 1" = 10' <br />4720 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />466D <br />4650 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />PRE MINING <br />GROUND TIE 10:1 SLOPE INTO <br />PRE MINING TOPO �\ <br />TIE INTO <br />EXST ROADBURIED TYPE M RIPRAP PREPARE SUBGRADE <br />24" THICK. TO BE AND COMPACT CLASS 6 <br />SEEDED BY OTHERS / ROADBASE PER <br />SPECIFICATIONS <br />tSCARIFY 12' AND <br />RECOMPACT TO 95% <br />FILL 10 PREMINING GROUND STND. PROCTOR OR <br />70% RELATIVE DENSITY <br />42' <br />4720 <br />Dtwm By: <br />E <br />W o <br />W_ <br />Z > ~ J <br />V L <br />J (� LL <br />o EL co of <br />Lu e' <br />'s <br />W U) c() a. <br />4710 <br />(n <br />F. <br />'0 v <br />m <br />LLI <br />0, Q <br />3 <br />W OJ <br />O <br />q <br />ZO <br />4710 <br />L <br />INSTALL SILT <br />FENCE <br />'aa' <br />ti <br />M <br />C-205 <br />�z� <br />y <br />FL CHANNEL <br />a�oo <br />O <br />0 <br />Y <br />w <br />a <br />� <br />� <br />O <br />N w <br />$ a <br />x <br />a <br />N <br />4680 <br />4670 <br />m <br />4660 <br />U <br />i <br />0 <br />CACHE LA <br />POUDRE <br />o <br />Q <br />K� <br />O/ <br />n / <br />CONCRETE <br />CUTOFF WALL <br />STA 0+90 <br />S'TOPSOIL <br />< <br />0 <br />o <br />a <br />rn PLACE 6" ROAD BASE <br />RIPRAP OF TYPEM <br />RIPRAP <br />EXST GROUND AS SURVEYED <br />BY KING SURVEYORS JULY 2015 <br />\ <br />4690 <br />RIVER <br />Lc <br />`r <br />\ <br />U <br />uj <br />THALWEG <br />r <br />ELEV =4679 <br />cwn <br />- - <br />/ <br />- - - - - <br />- - - -\ <br />�,I, <br />�1 <br />4680 <br />'_ <br />4 <br />--' <br />TYPE VH RIPRAP <br />1L <br />1 1 <br />BURIED <br />\ <br />1 <br />J <br />1 r <br />I 30' <br />ROAD <br />I <br />TO ELEVATION 4674 <br />4' <br />i <br />10' TYPE II BE DING <br />rK <br />SCARIFY 12' AND <br />RECOMPACT TO 95% <br />4670 <br />\ <br />% <br />C-205 <br />STND. PROCTOR OR <br />\ <br />/ <br />70% RELATIVE DENSITY <br />EXST DCP GAS LINE <br />/ <br />TO BE LOWERED BY <br />4660 <br />/ <br />OTHERS <br />4650 <br />0+40 0+50 1+00 <br />1+50 <br />/�A1 WEST SPILLWAY PROFILE <br />SCALE'. AS SHOWN <br />0 5' 10' 20' <br />SCALE: 1" = 10' <br />EXST GROUND AS SURVEYED <br />BY KING SURVEYORS JULY 2015 <br />TIE INTO <br />EXST ROAD <br />10 <br />10' TYPE II BEDDING <br />CUT TO PREMINING GROUND <br />40 -i0 -20 '[] "iU 40 F0 60 70 <br />WEST SPILLWAY SECTION AT NEW ROAD CROSSING <br />C-201 SCALE: AS SHOWN <br />0 5' 10' <br />SCALE. 1" = 10' <br />BURIED TYPE M RIPRAP <br />24" THICK. TO BE <br />SEEDED BY OTHERS <br />10" TYPE II BEDDING <br />4720 <br />C-205 <br />4710 <br />i REPLACEMENT <br />REVETMENT PER <br />/ N — ENGINEER <br />CONCRETE m <br />CUTOFF WALL p) \ <br />STA 2+71 IVERSON <br />O w <br />1s' MINE <br />/ 7690 <br />6" TOPSOIL <br />4680 <br />\ NY TYPE II <br />BEDDING / 4676 <br />\ TYPE VH RIPRAP BURIED J <br />\ TO ELEVATION 4676.0 <br />48" THICK <br />\ / 4660 <br />4650 <br />2+50 3+00 3+15 <br />EXISTING TOPO JULY 2015 <br />PREMINING TOPO <br />Dtwm By: <br />E <br />W o <br />W_ <br />Z > ~ J <br />V L <br />J (� LL <br />o EL co of <br />Lu e' <br />'s <br />W U) c() a. <br />(n <br />F. <br />'0 v <br />m <br />LLI <br />0, Q <br />3 <br />W OJ <br />O <br />rn <br />ZO <br />4710 <br />L <br />N O <br />W <br />�z� <br />L <br />r <br />O <br />0 <br />4700 <br />4690 <br />� <br />O <br />N w <br />$ a <br />x <br />a <br />4680 <br />4670 <br />4660 <br />O <br />Q <br />0 <br />W <br />C=) <br />Lc <br />`r <br />uj <br />cwn <br />4720 <br />C-205 <br />4710 <br />i REPLACEMENT <br />REVETMENT PER <br />/ N — ENGINEER <br />CONCRETE m <br />CUTOFF WALL p) \ <br />STA 2+71 IVERSON <br />O w <br />1s' MINE <br />/ 7690 <br />6" TOPSOIL <br />4680 <br />\ NY TYPE II <br />BEDDING / 4676 <br />\ TYPE VH RIPRAP BURIED J <br />\ TO ELEVATION 4676.0 <br />48" THICK <br />\ / 4660 <br />4650 <br />2+50 3+00 3+15 <br />EXISTING TOPO JULY 2015 <br />PREMINING TOPO <br />Project No.: 13324097.15001 <br />D-W,W By. OL <br />Dtwm By: <br />Q <br />Q>LuO L <br />W_ <br />Z > ~ J <br />ti <br />U <br />J (� LL <br />o EL co of <br />z <br />W U) c() a. <br />(n <br />m <br />LLI <br />0, Q <br />> <br />Project No.: 13324097.15001 <br />D-W,W By. OL <br />Dtwm By: <br />RAP m <br />Owdud By. <br />JAB 5 <br />C-202 <br />ti <br />U <br />— M235 '- l —n <br />