2021-12-29_PERMIT FILE - M2021009 ‎(25)‎

• Permit No: M2021009
• IBM Index Class Name: Permit File
• Doc Date: 12/29/2021
• Doc Name Note: Map C-8 - Road Designs
• Doc Name: Adequacy Review Response
• From: Lewicki & Associates/Young Ranch Resource, LLC
• To: DRMS
• Email Name: AME
• Email Name: MAC
• Media Type: M
• Archive: No

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7800
PHASE 1 ROAD
VERTICAL: 1 "=200'
HORIZONTAL: 1 "=200'
8000
PHASE 2 ROAD
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I ± PVI STA: 23+17`.42
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I I'VI ELEV 8059 73
00
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AT CENTERLINE OF ROAD (D VLO (.0N 000 +V 00
N N
I > m > Lu
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\ -2.60%
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rGRZADE
AT CENTERLINE OF ROAD $
cc 00 r r 00 M o(0 0) r CY) m O
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2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00
PVI _ STA 41+96 90
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O I PVI ST�4: 32+48.73 PVI STA: 38+34 51 !HIGH PT. STA 42+15.21 1
00 I PVI EL: 8277.42 1 PVI EL: 8266.39 HIGH PT. EL: 8317.13
00
� LOW PT fSTA: 33+98.73 LOW PT. STA: 37+17.59
N Co LOW PT EL: 8274.59 LOW PT• EL: 8268.9 o 0 � I
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PROPOSED GRADE
AT CENTERLINE OF ROAD
i 8
O CY) (O CY) N (0 I� I` N N I- (4 O
d- O CC)C) M N O O 0')O CY) O (0 0)
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r" oo ~ 00 �' 00 ~ 00 r' 00 r ao O O r' 00 ~ O 00 00 O O 00 °0 00
HORIZONTAL: 1 "=200' I 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00
C-8
ROAD DESIGNS
YOUNG
RANCH RESOURCE
DRMS Permit Number: M-2021-009
MSHA ID: N/A
Mine Entry Location: Latitude: 39.758942 Longitude:-105.450517 N
State: CO. County: Gilpin
Nearest Town: Central City
Section:28 Township:3S
Range:72W PM:6th
Major Watershed: Clear Creek 0
300 600 900
Map Scale: 1":300'
Map Georeferencing Information:
Datum: NAD88 Projection: State Plane North
Survey Source: USGS LIDAR
Survey Date: 2015
Imagery Source: N/A
Imagery Date: N/A
Drawn by: JAM
Date: 12/15/21
Checked by: BHM
Date: 12/15/21
Approved by: BEL
Date: 12/15/21
File Name: Young Ranch 210113 ROAD DESIGNS.dwg
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3375 West Powers Circle � (303 346-5195
I,_ittletoa:; CO USA 80123
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IN
24.00'
J
U
U. U%
NARROW ROAD SECTION
NTS 1 TO 1 SIDE
FOR PHASE 1,2 & 5 SLOPES FOR
WEST & EAST ROCK DRANAGE DITCH
LANDFORM
40.00'
SH LDR.
J
U
2.0%
WIDE ROAD SECTION
NTS 1 TO 1 SIDE
FOR PHASE 4 SLOPES FOR
DRANAGE DITCH
.
ki
SHLDR.
2.0%
32.00'
U
MINE
DIVIDING PHASE 4 & PHA 5
NTS
1 TO 1 SIDE
SLOPES FOR
DRANAGE DITCH
2.0'
1.0'
DRAINAGE DITCH:
PLACED ON UPHILL
SIDE OF ROAD.
O
2.0'
1.0'
1.0'
DRAINAGE DITCH:
PLACED ON UPHILL
SIDE OF ROAD.
2.0'
1.0'
1.0'
DRAINAGE DITCH:
PLACED ON UPHILL
SIDE OF ROAD.