|
A
<br />1
<br />2
<br />B C D E F G
<br />\ i
<br />9
<br />6
<br />- -�L
<br />5720
<br />7
<br />5700
<br />80
<br />60
<br />8
<br />40
<br />20
<br />5600
<br />9
<br />18 ,10CMP
<br />CULVERT 4p0' LONG
<br />S E� // WIE P I I ! I
<br />,
<br />AREA OF DISTURBANCE
<br />x • ...
<br />..
<br />5710,8
<br />w
<br />I
<br />\ • • ' • •'
<br />-, mm"I
<br />1r1 / /rte , �r i� _ � ``�¢\� � ��� ► s o • • • . • ' , �
<br />1 -
<br />1 SPA •••� • '• :• �aa •••
<br />Pik ANN
<br />IN- s .. •. ,III -•i.�: _ .��-�a .
<br />%��:'�1�� i�T�1 �i i��� /��1 �Yr ���.��p,, w• .+,5�'2!� ���- - ^rte,,, A �� . • I/
<br />N: PER70 L ✓ //► /��! \t_�� Imo°° S' e- ,� ��'j �.'� ! ♦ • ♦ . - ♦ -
<br />-4 IWO
<br />�.11..IIru.,_ 14��kn&sdal•- ei1R'41��•/���-, y • �- •f� /. • il����_ � A__���IvL'�� \� \.`\ i I'-� ± ��fa._ . ..
<br />•
<br />• i � 111 , � 'r - _ - 1 • � �'A� � •
<br />561
<br />9
<br />a
<br />M
<br />M
<br />Z
<br />E
<br />140 +00
<br />1 56 35,37 .L1 _` =70:2 510 N 336,515.46
<br />, , ,
<br />x N33 4.09
<br />1.00 6974 x 5699.5 1 4 �► /_ �0
<br />_ x / he �� E 1,100 223,42
<br />E 688.4 __ SEDIMENTATION POND
<br />�� EL>56J9O� 569 N336, IIII PILL L5680.0 (SEE SEC 10 -10, SHEET
<br />l
<br />x \ / ^� 3 6 52� EY- /-J,M3.)
<br />C.
<br />r; E1 81. CURVE DATA
<br />335 - V IT - ( E X11
<br />56 X RAD" PT 1 08.58 - 1 S 11- D G. v CURVE NO. 1
<br />I, 1,100. 88.91 �. _ Y/4 -M tv
<br />5692.8 -- -• / \'�'� R = 300-00'
<br />L = 272.27'
<br />o° o / o EL Y Lc= 263.02'
<br />o .5681.0 1,10,50o
<br />/
<br />M � m T= 146.32
<br />Z Z TOPSOIL STORAGE 6054ZCU YDS. CURVE NOI
<br />170'x17O'v17'HIGH,SIDE SLOPES rdO
<br />I L = 440 32'_ 52 "
<br />1 VERT TO 5 HORZ TO MINIMIZE �� R = 300.00'
<br />EROSION BY WIND AND RAIN. .�P L 233.26
<br />�
<br />Lc= 227.43'
<br />T = 122.88
<br />145+00
<br />150+00
<br />155+00
<br />IT*=
<br />16500
<br />i■_
<br />L
<br />MOFFAT CC,
<br />T
<br />I RIO 6LANC0 CO.
<br />I
<br />CONVEYOR &RD P&
<br />SHEET 8 \ \555
<br />2,
<br />CONVEYOR&RD P&P
<br />SHEET 7
<br />M
<br />GRID _
<br />NORTH
<br />N
<br />0 50 100 200 300
<br />2
<br />SCALE 1"= 100'
<br />CONTOUR INTERVAL 2
<br />RAILROAD LOOP
<br />22 23
<br />COAL STORAGE 3
<br />i CONVEYOR d RD PIP
<br />I SHEET 6
<br />,
<br />I
<br />I
<br />i
<br />� CCNVEYORdRO PIP
<br />1 SHEET � /
<br />KEY MAP
<br />a
<br />A
<br />•l • • s '
<br />\L �
<br />CULVERT
<br />BENCH -
<br />BERM
<br />_�, .�•� SEDIMENT V -DITCH
<br />ROCK CUT SLOPES e
<br />UJ
<br />0 NT
<br />NOTES
<br />1.
<br />FOR GENERAL NOTES AND REFERENCE
<br />DRAWINGS SEE DRAWING EY- 4A.
<br />\ENTRIII2
<br />2.
<br />FOR DETAILS AND SECTIONS ON THIS
<br />IN IN
<br />DRAWING SEE DRAWINGS EY- 4J AND EY- 4K.
<br />3.
<br />FOR GENERAL LEGEND SEE DRAWING EY -4A•
<br />4.
<br />GRADING FROM STA 154+ 98 TO. STA 208 +56.78 7
<br />• w WI
<br />AND THAT FOR THE ACCESS TO XFR STRUCTURE
<br />5700
<br />#+•2 AND THE SLOT STORAGE FACILITY SHALL
<br />BE SUPPLIED LATER.
<br />a��_ /r
<br />5.
<br />CONSTRUCT A DITCH ON THE LEFT SIDE FROM
<br />rte•- »�e��r�ml�i��/1
<br />STA 141 +10 TO 143 +25,145 +25 TO 146 +20 AND
<br />• .. ::.
<br />151 +80 TO 152 +80, FOR DETAILS SEE DWG
<br />116111 WRIE
<br />13617.01-EY-4J. '
<br />Asm
<br />9
<br />6
<br />- -�L
<br />5720
<br />7
<br />5700
<br />80
<br />60
<br />8
<br />40
<br />20
<br />5600
<br />9
<br />18 ,10CMP
<br />CULVERT 4p0' LONG
<br />S E� // WIE P I I ! I
<br />,
<br />AREA OF DISTURBANCE
<br />x • ...
<br />..
<br />5710,8
<br />w
<br />I
<br />\ • • ' • •'
<br />-, mm"I
<br />1r1 / /rte , �r i� _ � ``�¢\� � ��� ► s o • • • . • ' , �
<br />1 -
<br />1 SPA •••� • '• :• �aa •••
<br />Pik ANN
<br />IN- s .. •. ,III -•i.�: _ .��-�a .
<br />%��:'�1�� i�T�1 �i i��� /��1 �Yr ���.��p,, w• .+,5�'2!� ���- - ^rte,,, A �� . • I/
<br />N: PER70 L ✓ //► /��! \t_�� Imo°° S' e- ,� ��'j �.'� ! ♦ • ♦ . - ♦ -
<br />-4 IWO
<br />�.11..IIru.,_ 14��kn&sdal•- ei1R'41��•/���-, y • �- •f� /. • il����_ � A__���IvL'�� \� \.`\ i I'-� ± ��fa._ . ..
<br />•
<br />• i � 111 , � 'r - _ - 1 • � �'A� � •
<br />561
<br />9
<br />a
<br />M
<br />M
<br />Z
<br />E
<br />140 +00
<br />1 56 35,37 .L1 _` =70:2 510 N 336,515.46
<br />, , ,
<br />x N33 4.09
<br />1.00 6974 x 5699.5 1 4 �► /_ �0
<br />_ x / he �� E 1,100 223,42
<br />E 688.4 __ SEDIMENTATION POND
<br />�� EL>56J9O� 569 N336, IIII PILL L5680.0 (SEE SEC 10 -10, SHEET
<br />l
<br />x \ / ^� 3 6 52� EY- /-J,M3.)
<br />C.
<br />r; E1 81. CURVE DATA
<br />335 - V IT - ( E X11
<br />56 X RAD" PT 1 08.58 - 1 S 11- D G. v CURVE NO. 1
<br />I, 1,100. 88.91 �. _ Y/4 -M tv
<br />5692.8 -- -• / \'�'� R = 300-00'
<br />L = 272.27'
<br />o° o / o EL Y Lc= 263.02'
<br />o .5681.0 1,10,50o
<br />/
<br />M � m T= 146.32
<br />Z Z TOPSOIL STORAGE 6054ZCU YDS. CURVE NOI
<br />170'x17O'v17'HIGH,SIDE SLOPES rdO
<br />I L = 440 32'_ 52 "
<br />1 VERT TO 5 HORZ TO MINIMIZE �� R = 300.00'
<br />EROSION BY WIND AND RAIN. .�P L 233.26
<br />�
<br />Lc= 227.43'
<br />T = 122.88
<br />145+00
<br />150+00
<br />155+00
<br />IT*=
<br />16500
<br />i■_
<br />L
<br />MOFFAT CC,
<br />T
<br />I RIO 6LANC0 CO.
<br />I
<br />CONVEYOR &RD P&
<br />SHEET 8 \ \555
<br />2,
<br />CONVEYOR&RD P&P
<br />SHEET 7
<br />M
<br />GRID _
<br />NORTH
<br />N
<br />0 50 100 200 300
<br />2
<br />SCALE 1"= 100'
<br />CONTOUR INTERVAL 2
<br />RAILROAD LOOP
<br />22 23
<br />COAL STORAGE 3
<br />i CONVEYOR d RD PIP
<br />I SHEET 6
<br />,
<br />I
<br />I
<br />i
<br />� CCNVEYORdRO PIP
<br />1 SHEET � /
<br />KEY MAP
<br />a
<br />A
<br />��________lra__����J_�� `l •JI����+R••� •• ______ ________ L�J._ r��rrr� /La_�1__5°�.�'�i�_____________ � -
<br />Cam_______ ___________ __ _ __ii1►l•s•�___�1^ ___!_________ ___ :' � 1 •
<br />��________________�� � �� tC \■ �_ X71___ � _______ f +• ,
<br />UL
<br />���____ ________ �i� iii ► ��ea��a:aE.i ■�[TaE Irat_ _
<br />VERLAND, CONVEYOR
<br />REV F
<br />REVISED PI LOCATION
<br />soil REMOVED "NOT FOR D MAINTENANCE ROAD
<br />CONSTRUCTIONft AS BUILT
<br />A R E =mm==Emm P*LN AND., PROIFILE SHEET-
<br />AM
<br />DESCRIPTION CORRECT
<br />MOON LAKE PROJECT
<br />COAL TRANSPORTATION ,
<br />WESTERN FUELS-UTAH, INC.
<br />STONE & WEBSTER ENGINEERING CORPORATION
<br />APPLICATION ;IID CIVIL CONTRACT AND ISSUED FOR BID INFORMATION.AND BlDjCOAL
<br />07III7OONVEYOR A)LIGN [Ntiqkh ISSUED FOR MINE PERMIT ISSUED F002RV
<br />Go MVFF BIREVISED COORDINATES REVISED AND ISSUED FOR
<br />OR FRO mml I ��
<br />9 AND ISSUED FOR SPEC. P2al B. HANDLING. SPEC NO, P 231, B DENVER, CO.
<br />so
<br />DRAWING
<br />NUMBER
<br />DESCRIPTION DESCRIPTION
<br />ommoffammam DOC 13 13617-0.1-EY-4F-10
<br />�!� ®� ®� ®���� ® ®� �� ®� ®� ®���� ® ®� 0� ®t'� ®� ®1����® ®lam ��'J ®� ®������ ®�� �� ®� ®� ®���� ® ®� �� ®� ®� ®�� ®��� .: :. • - • , .. - - - �®
<br />• 9860.76 FILM
<br />LEGEND
<br />CULVERT
<br />BENCH -
<br />BERM
<br />_�, .�•� SEDIMENT V -DITCH
<br />ROCK CUT SLOPES e
<br />(NO VEGETATION REQUIRED)
<br />NOTES
<br />1.
<br />FOR GENERAL NOTES AND REFERENCE
<br />DRAWINGS SEE DRAWING EY- 4A.
<br />2.
<br />FOR DETAILS AND SECTIONS ON THIS
<br />5720
<br />DRAWING SEE DRAWINGS EY- 4J AND EY- 4K.
<br />3.
<br />FOR GENERAL LEGEND SEE DRAWING EY -4A•
<br />4.
<br />GRADING FROM STA 154+ 98 TO. STA 208 +56.78 7
<br />AND THAT FOR THE ACCESS TO XFR STRUCTURE
<br />5700
<br />#+•2 AND THE SLOT STORAGE FACILITY SHALL
<br />BE SUPPLIED LATER.
<br />5.
<br />CONSTRUCT A DITCH ON THE LEFT SIDE FROM
<br />STA 141 +10 TO 143 +25,145 +25 TO 146 +20 AND
<br />80
<br />151 +80 TO 152 +80, FOR DETAILS SEE DWG
<br />13617.01-EY-4J. '
<br />6.
<br />CONSTRUCT A BERM ON THE LEFT SIDE FROM
<br />STA 152 +80 TO 1155+00 AND EQ. STA 0 +50 TO
<br />60
<br />2 +56,28. FOR DETAILS SEE DWG 13617.01- EY -4J.
<br />7,
<br />CONSTRUCT A BERM ON THE RIGHT SIDE FROM
<br />_
<br />STA 151 +65 TO 158 +00 FOR DETAILS SEE DWG
<br />13617.01-EY -4J. 8
<br />40
<br />8.
<br />-ALL WORK ON THIS DRAWING BY EARTHWORK
<br />CONTRACT NO GOO2V EXCEPT AS NOTED OTHERWISE.
<br />9.
<br />INVT. OF CULVERTS LOCATED AT TYPE I
<br />ANIMAL CROSSINGS TO MATCH BOTTOM
<br />60
<br />ELEVATION OF DITCH EXISTING ON WEST
<br />SIDE OF CONVEYOR. -
<br />10.
<br />IMPOUNDMENTS CONSTRUCTED WERE IN ACCORDANCE
<br />WITH DESIGN SPECIFICATIONS.
<br />5600
<br />��________lra__����J_�� `l •JI����+R••� •• ______ ________ L�J._ r��rrr� /La_�1__5°�.�'�i�_____________ � -
<br />Cam_______ ___________ __ _ __ii1►l•s•�___�1^ ___!_________ ___ :' � 1 •
<br />��________________�� � �� tC \■ �_ X71___ � _______ f +• ,
<br />UL
<br />���____ ________ �i� iii ► ��ea��a:aE.i ■�[TaE Irat_ _
<br />VERLAND, CONVEYOR
<br />REV F
<br />REVISED PI LOCATION
<br />soil REMOVED "NOT FOR D MAINTENANCE ROAD
<br />CONSTRUCTIONft AS BUILT
<br />A R E =mm==Emm P*LN AND., PROIFILE SHEET-
<br />AM
<br />DESCRIPTION CORRECT
<br />MOON LAKE PROJECT
<br />COAL TRANSPORTATION ,
<br />WESTERN FUELS-UTAH, INC.
<br />STONE & WEBSTER ENGINEERING CORPORATION
<br />APPLICATION ;IID CIVIL CONTRACT AND ISSUED FOR BID INFORMATION.AND BlDjCOAL
<br />07III7OONVEYOR A)LIGN [Ntiqkh ISSUED FOR MINE PERMIT ISSUED F002RV
<br />Go MVFF BIREVISED COORDINATES REVISED AND ISSUED FOR
<br />OR FRO mml I ��
<br />9 AND ISSUED FOR SPEC. P2al B. HANDLING. SPEC NO, P 231, B DENVER, CO.
<br />so
<br />DRAWING
<br />NUMBER
<br />DESCRIPTION DESCRIPTION
<br />ommoffammam DOC 13 13617-0.1-EY-4F-10
<br />�!� ®� ®� ®���� ® ®� �� ®� ®� ®���� ® ®� 0� ®t'� ®� ®1����® ®lam ��'J ®� ®������ ®�� �� ®� ®� ®���� ® ®� �� ®� ®� ®�� ®��� .: :. • - • , .. - - - �®
<br />• 9860.76 FILM
<br />
|