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2016-10-21_REPORT - M1980244 (34)
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2016-10-21_REPORT - M1980244 (34)
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Entry Properties
Last modified
1/9/2017 10:53:36 AM
Creation date
12/22/2016 8:15:33 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Report
Doc Date
10/21/2016
Doc Name
SGVLF Phase I Cert Report - 1 IFC Drawings
From
CC&V
To
DRMS
Type & Sequence
TR87
Email Name
TC1
AME
ERR
Media Type
D
Archive
No
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100 0 100 200 FEET <br />9900 <br />9900 <br />P0+00 P2+00 P4+00 P6+00 P8+00 P10+00 P12+00 P14+00 P16+00 P17+90.16 <br />100 0 100 200 FEET 100 0 100 200 FEET <br />VERTICAL SCALE HORIZONTAL SCALE <br />VERTICAL EXAGGERATION -1X <br />REFERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TORO - PHASE 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TORO - PHASE 3.DWG <br />(RECV MAY 4, 2010) <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TORO 7-07-11.DWG <br />(RECV JULY 11, 2011) <br />VLF2 TORO EXPANSION 8-05-11.DWG <br />(RECV AUGUST 9, 2011) <br />09028-COMOSITE-TOPO MILE LIMITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />MILL PLATFORM GROUND SURFACE CONTOUR EL, FEET <br />PROPOSED GROUND SURFACE CONTOUR AND EL. FEET <br />- - - - - DAYLIGHT LINE <br />P6+00 <br />SOUTH PERIMETER ROAD CENTERLINE <br />EXISTING UNIMPROVED ROAD/TRAILS <br />EXISTING PIPELINE <br />SOUTH PERIMETER ROAD SETOUT DATA <br />STATION <br />NORTHING FASTING DELTA <br />(D -M -S) <br />RADIUS <br />(LT) <br />o rno <br />�<o <br />54335.14 34443.65 <br />PC P7+00.37 <br />54173.31 35132.65 <br />16-14-09 <br />15 <br />4.25 <br />PT P7+04.62 <br />54173.68 35136.86 <br />PC P11+47.60 <br />54274.97 <br />16-37-17 <br />15 <br />435 <br />PT P11+51.95 <br />)35568.11 <br />54276.56 <br />61 <br />4Q <br />0 <br />54470.97 1.06 <br />17-15-47 <br />15 <br />4.52 <br />PT P15+47.19 <br />54472.6 35915.26 <br />PI P17+90.16 <br />54525.50 36152.40 <br />EXI TING ROUND <br />a <br />dm <br />II <br />II II <br />II II <br />II <br />9700 <br />a� <br />+ <br />> <br />>a <br />sa <br />9.5 <br />% <br />9700 <br />a <br />aSOU <br />H RE TER ROAD (P) TIES <br />a <br />II II <br />41- <br />INTO <br />OVERBURDEN STORAGE AREA <br />III <br />_9-D <br />OUTH PERIMETER ROAD (PM) <br />V'w <br />aw <br />AT STATION 17+90.16 <br />SOUTF <br />PERI ETER <br />ROAD <br />ONST <br />UCTIO ROA1 FF <br />0INTERSECTION <br />AT ST TION <br />9500 <br />6% <br />9500 <br />, <br />ONSTR <br />CTIO <br />ROA1 <br />DD <br />INTERSECTION <br />I� <br />r'l <br />m <br />m N <br />OJ <br />O <br />N <br />01 <br />N <br />N <br />01 N OJ <O <br />f a <br />a r OJ <br />W <br />Ol <br />NJ <br />W <br />N O <br />I�N <br />Nl <br />Nl <br />c0 <br />O <br />ro� <br />m0 <br />O� <br />N� N� <br />NM <br />cOM <br />oJN <br />m� <br />O� <br />NO <br />MN <br />�� iflN c0^ h� <br />of NN <br />wO p o <br />cp I� r <br />N <br />N <br />N m <br />m ^ <br />O <br />O ^ r <br />N Mh <br />fN <br />^ ^ <br />MN <br />N ^ <br />�h <br />M ^ <br />Nf <br />M ^ <br />Nc0 <br />a ^ <br />�� <br />a ^ <br />�cp <br />N ^ <br />N (O <br />^ <br />O <br />c0 <br />rn� <br />rn� <br />mm <br />rn0 <br />mm <br />w� <br />N <br />r <br />r r <br />r r <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />P0+00 P2+00 P4+00 P6+00 P8+00 P10+00 P12+00 P14+00 P16+00 P17+90.16 <br />100 0 100 200 FEET 100 0 100 200 FEET <br />VERTICAL SCALE HORIZONTAL SCALE <br />VERTICAL EXAGGERATION -1X <br />REFERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TORO - PHASE 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TORO - PHASE 3.DWG <br />(RECV MAY 4, 2010) <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TORO 7-07-11.DWG <br />(RECV JULY 11, 2011) <br />VLF2 TORO EXPANSION 8-05-11.DWG <br />(RECV AUGUST 9, 2011) <br />09028-COMOSITE-TOPO MILE LIMITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />MILL PLATFORM GROUND SURFACE CONTOUR EL, FEET <br />PROPOSED GROUND SURFACE CONTOUR AND EL. FEET <br />- - - - - DAYLIGHT LINE <br />P6+00 <br />SOUTH PERIMETER ROAD CENTERLINE <br />EXISTING UNIMPROVED ROAD/TRAILS <br />EXISTING PIPELINE <br />SOUTH PERIMETER ROAD SETOUT DATA <br />STATION <br />NORTHING FASTING DELTA <br />(D -M -S) <br />RADIUS <br />(LT) <br />LENGTH <br />(LT) <br />PI PO -69.25 <br />54335.14 34443.65 <br />PC P7+00.37 <br />54173.31 35132.65 <br />16-14-09 <br />15 <br />4.25 <br />PT P7+04.62 <br />54173.68 35136.86 <br />PC P11+47.60 <br />54274.97 <br />16-37-17 <br />15 <br />435 <br />PT P11+51.95 <br />)35568.11 <br />54276.56 <br />PC P15+42.67 <br />54470.97 1.06 <br />17-15-47 <br />15 <br />4.52 <br />PT P15+47.19 <br />54472.6 35915.26 <br />PI P17+90.16 <br />54525.50 36152.40 <br />NOTE: <br />1. REMOVED EXISTING UTILITIES FROM DRAWING. <br />2. UPDATED EXISTING GROUND TO INCLUDE MILL PLATFORM. <br />
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