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2019-09-30_REVISION - M1980244 (5)
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2019-09-30_REVISION - M1980244 (5)
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Entry Properties
Last modified
1/6/2025 4:56:59 AM
Creation date
10/8/2019 1:02:33 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
9/30/2019
Doc Name
Request for Technical Revision
From
CC&V
To
DRMS
Type & Sequence
TR118
Email Name
TC1
Media Type
D
Archive
No
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15' PERIMETER ACCESS ROAD (RESTRICTED C <br /> FOR CONSTRUCTION ACCESS ONLY) A43 <br /> 1.5' HIGH SAFTEY BERM <br /> 80 MIL DOUBLE SIDED TEXTURED LLDPE GEOMEMBRANE <br /> 6" WEARING COURSE � - ••�.. <br /> \. 2 MINIMUM DRAIN COVER FILL <br /> \ <br /> 1' MINIMUM SOIL LINER FILL <br /> EXISTING GROUND SURFACE <br /> RANDOM �..\. 2 <br /> 2 <br /> 1 2 FILL <br /> PREPARED SUBGRADE <br /> C <br /> A43 A PHASE 2A PERIMETER ROAD FILL CROSS SECTION <br /> 1.5 1.5' HIGH A42 <br /> 1 SAFTEY 80 MIL DOUBLE SIDED <br /> BERM TEXTURED LLDPE GEOMEMBRANE <br /> 2' MINIMUM DRAJN COVER FILL ALIGNMENT TABLE <br /> ----- 1' MINIMUM SOIL LINER FILL STATION NORTHING EASTING DELTA (D-M-S) LENGTH (FT) RADIUS (FT) <br /> 15' PERIMETER ACCESS ROAD (RESTRICTED <br /> FOR CONSTRUCTION ACCESS ONLY) PT 10+00.00 56,638.87 33.958.38 <br /> PC 12+21.42 56,860.28 33.957.24 010-09-52 17.74 100.00 <br /> PT 12+39.16 56,877.92 33,955.58 <br /> 6" WEARING COURSE „ <br /> PC 14+73.08 57,107.96 33.913.12 004-18-55 7.53 100.00 <br /> �•. PT 14+80.61 57,115.41 33,912.03 <br /> -- PC 15+55.52 57,189.88 33,904.01 013-08-44 22.94 100.00 <br /> PT 18+13.75 57,446.31 33,932.87 <br /> PC 18+25.90 57,458.44 33,933.45 020-37-38 27.00 75.00 <br /> PT 18+52.90 57,485.06 33,929.90 <br /> PC 18+54.46 57.486.55 33,929.42 029-47-31 15.60 30.00 <br /> _BPHASE 2A PERIMETER ROAD CUT CROSS SECTION PT 18+70.06 57,501.95 33,928.62 <br /> a A42 PC 18+92.97 57,524.38 33.933.34 002-15-07 7.86 1 200.00 <br /> o PT 19+00.84 57,532.10 33.934.81 <br /> N <br /> 15' PERIMETER ACCESS ROAD (RESTRICTED <br /> FOR CONSTRUCTION ACCESS ONLY) <br /> In <br /> 2'-�{ <br /> o <br /> REFERENCE POINT <br /> 0 <br /> O 2' MINIMUM DRAIN 4 5' PROFILE <br /> o COVER FILL ,25' 1' MINIMUM1.5 <br /> CONDITIONS IN CUT <br /> 2 j °'a °°0 1.5 � <br /> j 2.5 <br /> ROADSIDE SAFETY 2 i ROADSIDE Y" �'• <br /> BERM 2 DITCH IN CUT o� <br /> /.•� PREPARED SUBGRADE `__ ��1 :Q 757d 0 <br /> 1' MINIMUM SOIL LINER FILL s \ :.'� <br /> a 80 mil DOUBLE SIDED A80 <br /> TEXTURED LLDPE GEOMEMBRANE \ <br /> > CONDITIONS IN FILL \ S�ONAL� <br /> (C)PHASE 2A PERIMETER ROAD CUT CROSS SECTION <br /> A43 <br /> APPROVED 8Y: DISCLAIMER .N c" CRIPPLE CREEK & VICTOR <br /> a JNM NEWFIELDS PRODUCED THE INFORMATION PRESENTED . ewFields GOLD MINING COMPANY <br /> o cNEr;KEo BY: ON THIS JNM TECHNICAL NFORMATIONWING U AND GH TEXPERENCE.HE USE OF AVAILABLE PROJECT <br /> RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY SQUAW GULCH VLF PHASE 2 <br /> _ DESIGNED Err: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE RLENME <br /> o -iz-zoi ISSUED FOR CONSTRUCTION SNP ]NN THE DATA OR DRAWING SHALL BE AT USER'S RISK PHASE 2A PERIMETER ACESS ROAD 0706.027.026D <br /> DRAWN er: AND WITHOUT ANY LIABILITY OR LEGAL SECTIONS AND DETAILS DRAWING NO. REVS ON <br /> a FLAT, DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFIELDS. A43 0 <br />
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