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2017-09-01_REVISION - M2011001 (66)
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2017-09-01_REVISION - M2011001 (66)
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Entry Properties
Last modified
6/16/2021 5:54:18 PM
Creation date
9/19/2017 2:45:57 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2011001
IBM Index Class Name
Revision
Doc Date
9/1/2017
Doc Name
Map C-202 West Spillway Cross Section and Profile
From
Martin Marietta Materials, Inc.
To
Division
Type & Sequence
TR1
Email Name
PSH
Media Type
M
Archive
No
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4720 <br />F <br />4710 <br />4700 <br />E <br />r❑ <br />¢J 4720 <br />_i <br />o< <br />w <br />4710 <br />C <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4690 <br />4680 <br />4670 <br />4660 <br />1 <br />PRE MINING <br />GROUND <br />2 <br />TIE 3:1 SLOPE INTO <br />PRE MINING TOPO <br />BURIED TYPE M RI! <br />24" THICK. TO BE <br />SEEDED BY OTHER <br />EXST GROUND AS SURVEYED <br />BY KING SURVEYORS JULY 2015 <br />3 <br />---1--------E3-------- <br />=-13 - --- ---- 3-� �- ----- <br />10" TYPE II BEDDING <br />SCARIFY 12" AND <br />RECOMPACT TO 95% <br />FELL TO PREMINING GROUND STND. PROCTOR OR FILL TO PREMINING GROUND <br />70% RELATIVE DENSITY <br />34' <br />4650- <br />-50 -40 -30 -20 -10 0 10 20 <br />B (NEST SPILLWAY SECTION <br />C-201 SCALE: AS SHOWN <br />0 5' 10' 20' <br />SCALE: T' = 10 <br />4650 <br />0+40 0+50 <br />5�11 A <br />u <br />1+00 <br />30 <br />40 <br />4720 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4650 <br />50 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4 <br />PRE MINING <br />GROUND <br />TIE INTO <br />EXST ROAD <br />10 <br />FILL TO PREMINING GROUND <br />5 <br />D <br />EXST GROUND AS SURVEYED <br />TIE 10:1 SLOPE INTO BY KING SURVEYORS JULY 2015 <br />PRE MINING TOPO <br />TIE INTO <br />BURIED TYPE M RIPRAP PREPARE SUBGRADE EXST ROAD <br />24" THICK. TO BE AND COMPACT CLASS 6 <br />SEEDED BY OTHERS ROADBASE PER <br />SPECIFICATIONS <br />--- - - - - - -- -- <br />SCARIFY 12" AND 1Q" TYPE Il BEDDING <br />RECOMPACT TO 95% <br />STND. PROCTOR OR <br />70% RELATIVE DENSITY CUT TO PREMINING GROUND <br />YG <br />-60 -50 -40 -30 -20 -10 0 10 20 30 <br />c WEST SPILLWAY SECTION AT NEW ROAD CROSSING <br />C-201 SCALE: AS SHOWN <br />0 5' 10' 20' <br />SCALE: 1" = 10' <br />U FL CHANNEL <br />Z <br />C0 <br />❑ O <br />U <br />< Q EXST GROUND AS SURVEYED <br />Q F- PLACE 6" ROAD BASE <br />to BY KING SURVEYORS JULY 2015 <br />ON TOP OF TYPE M <br />�I RIPRAP <br />---- ---- --------------- ----- ----- <br />30' <br />ROAD <br />rK SCARIFY 12" AND <br />RECOMPACT TO 95% <br />C-205 STND. PROCTOR OR <br />70% RELATIVE DENSITY <br />EXST DCP GAS LINE <br />TO BE LOWERED BY <br />OTHERS <br />1+50 <br />A WEST SPILLWAY PROFILE <br />C-201 SCALE: AS SHOWN <br />0 5' 10' 20' <br />SCALE: 1" = 10' <br />7 <br />40 50 60 70 <br />I <br />EXTRA TYPE M RIP RAP ic„ C-205 <br />USED TO FILL SMALL <br />VOIDS BETWEEN VH REPLACEMENT <br />PIECES N REVETMENT PER <br />o ENGINEER <br />Y N <br />QCo <br />CONCRETE w00 <br />CUTOFF WALL °n <br />w„ <br />BURIED TYPE M RIPRAP STA 2+71 ❑ > <br />24'THICK. TO BE EL 46$3.41 w IVERSON <br />SEEDED BY OTHERS <br />15' MINE <br />1 , <br />6" TOPSOIL ' <br />I ` <br />% <br />-1.00 ` <br />- =------- ----- _ _ _ _ _ _ _ _ _ 1 1 <br />10" TYPE II BEDDING l <br />1 10" TYPE 11 <br />t BEDDING ' <br />TYPE VH RIPRAP BURIED I <br />TO ELEVATION 4676.0 <br />48" THICK <br />2+00 2+50 <br />-- - - - -- - - - - - - - - - -- EXISTING TOPO JULY 2015 <br />-------------------- <br />PREMINING TOPO <br />3+00 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4720 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />E❑ <br />EXTRA TYPE M <br />RIP RAP WAS <br />QOw <br />USED TO FILL <br />W <br />ni <br />(o <br />0 <br />CC", <br />SOME VOIDS <br />I— <br />a <br />III <br />BETWEEN VH <br />IN8 FE!E! SIET <br />fl <br />H <br />PIECES <br />F <br />FENGE <br />C-205 <br />Uy <br />G N <br />T <br />W <br />]L Cl) <br />04rn <br />1 <br />00 <br />~ O <br />my <br />- <br />CACHE LA <br />0 <br />CONCRETE <br />0 <br />CUTOFF WALL <br />POUDRE <br />/ <br />STA 0+90 <br />RIVER <br />t7 L <br />6" TOPS IL EL 485.23 <br />THALWEG <br />ELEV =4679 <br />I: <br />x <br />� <br />R <br />TYPE VH RIPRAP BURIED <br />TO ELEVATION <br />4674 <br />-4- <br />5 <br />10" TYPE IIP CED WHERE <br />CLAY -RICH OIL OR SUGAR <br />SAND WAS PRESENT- <br />NOTHIYG PLACED IF PI <br />UN WAS PRESENT <br />4650 <br />0+40 0+50 <br />5�11 A <br />u <br />1+00 <br />30 <br />40 <br />4720 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4650 <br />50 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4 <br />PRE MINING <br />GROUND <br />TIE INTO <br />EXST ROAD <br />10 <br />FILL TO PREMINING GROUND <br />5 <br />D <br />EXST GROUND AS SURVEYED <br />TIE 10:1 SLOPE INTO BY KING SURVEYORS JULY 2015 <br />PRE MINING TOPO <br />TIE INTO <br />BURIED TYPE M RIPRAP PREPARE SUBGRADE EXST ROAD <br />24" THICK. TO BE AND COMPACT CLASS 6 <br />SEEDED BY OTHERS ROADBASE PER <br />SPECIFICATIONS <br />--- - - - - - -- -- <br />SCARIFY 12" AND 1Q" TYPE Il BEDDING <br />RECOMPACT TO 95% <br />STND. PROCTOR OR <br />70% RELATIVE DENSITY CUT TO PREMINING GROUND <br />YG <br />-60 -50 -40 -30 -20 -10 0 10 20 30 <br />c WEST SPILLWAY SECTION AT NEW ROAD CROSSING <br />C-201 SCALE: AS SHOWN <br />0 5' 10' 20' <br />SCALE: 1" = 10' <br />U FL CHANNEL <br />Z <br />C0 <br />❑ O <br />U <br />< Q EXST GROUND AS SURVEYED <br />Q F- PLACE 6" ROAD BASE <br />to BY KING SURVEYORS JULY 2015 <br />ON TOP OF TYPE M <br />�I RIPRAP <br />---- ---- --------------- ----- ----- <br />30' <br />ROAD <br />rK SCARIFY 12" AND <br />RECOMPACT TO 95% <br />C-205 STND. PROCTOR OR <br />70% RELATIVE DENSITY <br />EXST DCP GAS LINE <br />TO BE LOWERED BY <br />OTHERS <br />1+50 <br />A WEST SPILLWAY PROFILE <br />C-201 SCALE: AS SHOWN <br />0 5' 10' 20' <br />SCALE: 1" = 10' <br />7 <br />40 50 60 70 <br />I <br />EXTRA TYPE M RIP RAP ic„ C-205 <br />USED TO FILL SMALL <br />VOIDS BETWEEN VH REPLACEMENT <br />PIECES N REVETMENT PER <br />o ENGINEER <br />Y N <br />QCo <br />CONCRETE w00 <br />CUTOFF WALL °n <br />w„ <br />BURIED TYPE M RIPRAP STA 2+71 ❑ > <br />24'THICK. TO BE EL 46$3.41 w IVERSON <br />SEEDED BY OTHERS <br />15' MINE <br />1 , <br />6" TOPSOIL ' <br />I ` <br />% <br />-1.00 ` <br />- =------- ----- _ _ _ _ _ _ _ _ _ 1 1 <br />10" TYPE II BEDDING l <br />1 10" TYPE 11 <br />t BEDDING ' <br />TYPE VH RIPRAP BURIED I <br />TO ELEVATION 4676.0 <br />48" THICK <br />2+00 2+50 <br />-- - - - -- - - - - - - - - - -- EXISTING TOPO JULY 2015 <br />-------------------- <br />PREMINING TOPO <br />3+00 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />4720 <br />4710 <br />4700 <br />4690 <br />4680 <br />4670 <br />4660 <br />M <br />m <br />z <br />o <br />d N <br />N <br />LU co <br />F� <br />Q co <br />❑ r <br />Y <br />w <br />Q <br />E❑ <br />r <br />F- CO N <br />QOw <br />� <br />W <br />w <br />0 <br />CC", <br />I— <br />w <br />III <br />w O <br />po x <br />�ULL_ <br />wzoNo <br />Z <br />G N <br />T <br />W <br />="~ <br />U)z� <br />~ O <br />- <br />o <br />v <br />0 <br />w <br />fn uj <br />Q <br />Ca z <br />rn ❑ <br />V <br />a <br />M <br />m <br />z <br />o <br />d N <br />N <br />LU co <br />F� <br />Q co <br />❑ r <br />Y <br />w <br />Q <br />J 4650 <br />3+15 <br />I <br />Project No,: 133-24097-15001 <br />Designed By: GL <br />Drawn By: RAP <br />Checked By: JAB 12 <br />C-202 <br />v <br />U <br />Bar Me®®asures 1 inch <br />M -2C1 � -GQ1 TRD� �NISlOid []�- FCEOLAII�A'CIO� <br />MINING AHO SAFETY <br />a <br />QOw <br />Z <br />I— <br />III <br />J1O <br />Z <br />Q <br />VJ <br />a- <br />- <br />w <br />Q <br />V <br />J 4650 <br />3+15 <br />I <br />Project No,: 133-24097-15001 <br />Designed By: GL <br />Drawn By: RAP <br />Checked By: JAB 12 <br />C-202 <br />v <br />U <br />Bar Me®®asures 1 inch <br />M -2C1 � -GQ1 TRD� �NISlOid []�- FCEOLAII�A'CIO� <br />MINING AHO SAFETY <br />
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