PERMFILE127899

• Permit No: C1981018
• IBM Index Class Name: Permit File
• Doc Date: 4/15/1986
• Doc Name: Overland Conveyor and Maintenance Road Plan and Profile Sheet 1
• Section_Exhibit Name: Map 106
• Media Type: M
• Archive: No

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DOC 13 NUMBER 3 6
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H•.'SLIE _ OfiC'RI►TION CHKD COFMER
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'O•PORTAL AREA
BY OTHERS
KEY MAP
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GENERAL NOTES=
1. THE LOCAT I')N OI- CULVERTS IS BASED
ON TOPOGRAPHIC INFORMATION AVAILABLE
AT THE TIME OF DESIGN. FINAL HORIZONTAL
AND VERTICAL ALIGNMENT SHALL BE
DETERMINED IN THE FIELD TO MATCH
EXIS -ING DRAINAGE COURSE.
2. ALL BEARINGS SHOWN ARE GRID BEARINGS 4
BASED ON THE COLORADO STATE PLANE
COORDINATE SYSTEM NORTH ZONE.
3. ALL DISTANCES SHOWN ARE GRID DISTANCES
MODIFIED TO MEAN PROJECT ELEVATION OF
5799,
4. ALL COORDINATES SHOWN ARE MODIFIED
STATE PLANE COORDINATES. -
TO OBTAIN STATE PLANE COORDINATES DIVIDE
MODIFIED COORDINATES BY 1.0003210.
5. ALL ELEVATIONS ARE REFERENCED TO 1929
NORTH AMERICAN MEAN SEA LEVEL DATUM.
6, UNLESS NOTED OTHERWISE, ALL STATIONING
IS TO THE DESIGN LINE.
5
7. BENCH MARKS TO BE USED FOR CONSTRUCTION
STAKING, ARE SHOWN ON EACH DRAWING.
8. TYPE 18, 11 GAME CROSSINGS SHALL BE
PROVIDED AT THE APPROXIMATE STATIONS.
9, TYPE III GAME CROSSINGS ARE LOCATED AT
ROAD CROSSINGS AND COAL TRANSFER STATIONS,_
10, TYPE III GAME CROSSING LOCATED AT APPROX
STA 126 +00 IS SHOWN ON DWG 1361701 EM -6D.
11. CONSTRUCT BERM ON THE RIGHT SIDE FROM STA
18 +02 TO 21 +00. FOR DETAILS SEE DWG 1361701
EY -4J,
12. CONSTRUCT DITCH ON THE RIGHT SIDE FROM
STA 22 +00 TO 25 +00 FOR DETAILS SEE DWG 6
1361701 EY -4J.
13. ALL WORK ON THIS DRAWING BY EARTHWORK
CONTRACT NO.0002V EXCEPT AS NOTED OTHERWISE
14. ALL TYPE I GAME CROSSINGS WILL BE
INSTALLED BY COAL HANDLING CONTRACTOR.
15. INVT. OF CULVERTS LOCATED AT TYPE 7
ANIMAL CROSSINGS TO MATCH BOTTOM
ELEVATION OF DITCH EXISTING ON WEST SIDE
OF CONVEYOR.
REFERENCE DRAWINGS
(1) KEY PLAN -SEE DRAWING INDEX SHEET
(2) PLAN OF CONVEYOR RUNEM -6A 7
(3) PIPING EM 15 SERIES
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60
CUT FILL
40
40
CULVERT
OVERLAND CONVEYOR 003614
ROCK CUT SLOPES
- --
(NO VEGETATION REQUIRED)
20 CONTROL MONUMENTS
• 12 ALUMINUM CAP ON 81 REBAR
—
a ,r
� 3q ALUMINUM CAP ON 8 REBAR
LAN AND PROFILE
TO BE USED AS BENCH MARK.
-1
5700 Q SOIL BORING TAKEN AT COORDINATES
SHOWN. SEE GEOTECHNICAL REPORT
8
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OVERLAND CONVEYOR 003614
ND MAINTENANCE ROAD
5620
LAN AND PROFILE
SHEET
-1
W o
MOON LAKE PROJECT
Zw
COAL TRANSPORTATION SYSTEM
-Q
WESTERN FUELS -UTAH, INC.
�o
STONE & WEBSTER ENGINEERING CORPORATION
Q
- -� --
DENVER, CO.
W
DOC 13 NUMBER 3 6
� 1 DRAWING 17.01- E Y- 4 A -
9
CORRECT
A
Q
FAC I
EL CC
T MAT•
DESIGNED SYB.DASGUPTA DRAWN BY C. SEWELL
AREAS LEVELS
WOFIKPKG
;i
DSGNCHK•DBYD. HAYES CHK•DBY D.McDONEL
CIV
0009 TASK 15