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<br />19860 )C F I L M
<br />8 - rte - Lo•LL9EL
<br />A I I I
<br />PT N322)439.35
<br />ROAD E 1,098,607.07
<br />STA. 16 +00
<br />2
<br />N 322,441.71 /
<br />E 1, 098,594.2 9
<br />N 322,361.07.
<br />E 11098,579.39
<br />N322,34337
<br />E 1,098,576.12
<br />DESIGN LINE STA 15 +00
<br />N 322,363.62
<br />P C
<br />E1,098,565-63
<br />3
<br />CONVEYOR 'L STA 15 +00
<br />= DESIGN LINE STA15 +00
<br />( BEGIN CONVEYOR PAD)
<br />4
<br />D
<br />10
<br />I
<br />5'I
<br />N 322,345.01
<br />F. B.D.U. P.I. NO.4
<br />E 11098,567.27
<br />H
<br />N 322,335.87
<br />N323,496.00
<br />E 1,098,565.59
<br />w
<br />STA 14 +90.70
<br />°a
<br />ol=
<br />qC 5
<br />'
<br />N
<br />��
<br />O
<br />d
<br />323.481.70
<br />2
<br />c I D
<br />I o
<br />I X10
<br />CONVEYOR PAD
<br />DESIGN LINE
<br />9 9�
<br />IL ROAD SCALE 1' =20
<br />41' RAD PT3
<br />I I
<br />I� �o
<br />N 322,389.95
<br />5' 4'4: E 10913,648.79
<br />1 \ PRC N322,361 .10
<br />E1, 098,647.16
<br />\ rn
<br />I N �
<br />RAD PT2 \
<br />I ro
<br />RAD PT1 I
<br />1
<br />�°
<br />v �
<br />orn �
<br />m
<br />N 322,341.01
<br />STA-0+3G
<br />150T SURGE HOPPER N 320840.46
<br />AT F, B,D.U. SAMPLING E 11098,289.35
<br />TOWER
<br />\ N 322,282.76
<br />E1,098,628.99
<br />PCC N 322, 273.910
<br />E 1,098,627.36
<br />DETAIL A
<br />(EY -4A G -4)
<br />E
<br />FILLET CURVE DETAi LS
<br />RAD PT1 IN322,331.9.3
<br />E 1,098,638.08
<br />L = 270° 00' 00
<br />t R= 50.00'
<br />L= 235.62'
<br />RAD PT2 I N322,349.63
<br />E 1,098 ,641.3.5
<br />�=
<br />90.00,00"
<br />R= 77. 00'
<br />L= 120.95'
<br />Lc = 108.89'
<br />T= 77.00'
<br />RAD PT3 N 322,430.26
<br />IE1)096,656-24
<br />A = 90° 00' 00"
<br />R= 50.00'
<br />L= 78.54'
<br />LC= 70.71'
<br />T = 50.00'
<br />N326 516.43 •
<br />E1,099,384.44
<br />N326,497,51 \ \
<br />E1 099,369.68 \
<br />' \ SCALE 1" =30'
<br />\ �/0 \
<br />\ �
<br />O Po
<br />N 3261368.83
<br />S q0 -,E 1,099,628.24 p
<br />\ \ SAD°
<br />FILLET CURVE DETAILS O�' N 326,360,71
<br />°�S;� E 1,099,584.13
<br />RAID PT1
<br />RAID PT1 N326,384.36 /���
<br />E 1,099,602.58
<br />L=960 45' 23 "
<br />R = 30.00' � _ '
<br />N 326 322 48 N 326,345.05
<br />L = 50.661
<br />LC 44-85' \ E1,099,613.63 E 1,0991648.74
<br />T = 33,76' \
<br />RAID PT2 N326,328,73 N326,338.07
<br />E1,099,673.91 E 1,100,047, 27 ;PRAD PT2
<br />L=850 00' 41"
<br />R = 30.00' \ RAD PT4 <, �' N 326305,07
<br />L =44.51' \
<br />Lc= 40.54' \ � � E 1,099655.46
<br />T = 27.50'
<br />RAD PT3IN326,266.20 N326,293.37 \
<br />E 1,0990617.50 E 11'099)577,07
<br />0 = 840 55' 23"
<br />R = 30.00' RAID PT
<br />L = 44.47' 3
<br />Lt= 40.51'
<br />� � 00 N 326,289.86
<br />T = 27.45'
<br />�R\
<br />�✓ N 326,286;67 E 1,099635,95
<br />RAD PT4 N326,314.41
<br />E1,099,555.60 E 1,099,595.57
<br />=960 36' 01" �_ f
<br />R = 30.00'
<br />L = 50.58'
<br />LC= 44.80
<br />T = 3 3.67'
<br />DETAIL C
<br />EY -4 -5
<br />r:
<br />F. B- D. U.
<br />P. T, 19 +15.99
<br />N 323,585.03
<br />E 1,098,521.68
<br />F B D.U. CURVE DATA
<br />L= 21015'53"
<br />(L R = 1000'
<br />L= 371.14'
<br />T = 187.73'
<br />RAD. PT N 322,704.62
<br />E 1.098.047.46
<br />(L CONVEYOR
<br />DESIGN L I NE-
<br />(L ROAD
<br />J
<br />i3
<br />i r
<br />�C
<br />F. B.D.U. P.I. NO.4
<br />G
<br />H
<br />F B D.U. CURVE DATA
<br />L= 21015'53"
<br />(L R = 1000'
<br />L= 371.14'
<br />T = 187.73'
<br />RAD. PT N 322,704.62
<br />E 1.098.047.46
<br />(L CONVEYOR
<br />DESIGN L I NE-
<br />(L ROAD
<br />J
<br />i3
<br />i r
<br />�C
<br />F. B.D.U. P.I. NO.4
<br />�N.
<br />�
<br />Q
<br />N323,496.00
<br />9
<br />9'
<br />Eli 098, 686.96
<br />ol=
<br />qC 5
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<br />��
<br />cCss 5
<br />323.481.70
<br />2
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<br />"1
<br />\ ` 4'
<br />W
<br />).
<br />��
<br />N323,476-25
<br />\`
<br />�
<br />O INTERSECTION EQUATION
<br />E1,og
<br />E1,09 ,771.17
<br />1.17
<br />�`�
<br />�
<br />C6 S&W 25 +77.63= F.B.D.U. 16 +06.64
<br />•
<br />N323459.32
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<br />FILLET CURVE DETAILS
<br />�N.
<br />E1o98721.6RAD
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<br />PT 1
<br />RAD
<br />PT1 IN
<br />323.481.70
<br />- I-
<br />���
<br />\
<br />E 1,098741,67
<br />A =121018'37"
<br />1z
<br />R = 30-00'
<br />x\
<br />L� 63.52
<br />Lc= 52.30
<br />T = 53.36
<br />N,
<br />SCALE 1 " =30'
<br />RAD
<br />PT2
<br />N323,397.83
<br />45
<br />N323395.Q;
<br />\6,
<br />E818.7.1
<br />= 520
<br />L = 52 °24' 55"
<br />E 1,098,770.48
<br />� � '
<br />\
<br />N323402.37
<br />R = 25.00'
<br />E 1 p98,7g4,13
<br />L = 22,87'
<br />N 323,402.73
<br />Lc= 22,08'
<br />E 1,098,746,59
<br />- -__� RAD
<br />PT2
<br />T =12,31
<br />�
<br />RAD
<br />PT3
<br />N 323, 292..02
<br />RAD PT4 - _ _ _ ,
<br />'
<br />N 323 381.12
<br />E 1,098,800.12
<br />I E 1,098, 804.25
<br />D= 131 °43'00
<br />N323 380.53
<br />_
<br />R = 30.00'
<br />E 1098,75348
<br />1
<br />L = 68.97'
<br />STA 15 •44.85 FIT
<br />Lc= 54.75'
<br />F. B.D.U.
<br />T =66,94'
<br />\
<br />N 323,353,09
<br />E 11098,808.70
<br />RAD
<br />PT4
<br />N323,385.0.7
<br />1E
<br />DETA I L B
<br />1,098,72 8,90
<br />(EY -4B B -4
<br />s=55025'27"
<br />R= 25.00'
<br />L= 24.18'
<br />Lc= 23.25'
<br />T= 13.13
<br />BRAD
<br />PT3
<br />N323 310.41
<br />'
<br />N 323, 297.47
<br />E 11098) 827,95
<br />E 1,098,774.7 5
<br />CONSTRUCT BERM
<br />h
<br />AND nF�IGN
<br />�2� AS REQUIRED
<br />2 2
<br />2'/��
<br />1 F
<br />CONSTRUCT
<br />DITCH AS
<br />REQUIRED
<br />3', 12'
<br />3' 12'
<br />f- 2 °/° 2%
<br />GRAVEL SURFACE
<br />DESIGN LINE
<br />TYR
<br />(�_ CONV
<br />3' 4' 4' 1 5' 1 5'
<br />f- I 2'/o
<br />6 °MIN GRAVEL SURFACE
<br />(�_ CONVEYOR
<br />12' 3' 8' 5 I 5
<br />I NGLE LANE
<br />0'
<br />CONSTRUCT BERM
<br />AS REQUIRED
<br />t
<br />2'
<br />CUT AND FILL -DOUBLE LANE
<br />SCALE 1 11 = 101
<br />CONSTRUCT BERM
<br />2 AS REQUIRED
<br />, r
<br />2
<br />_2'
<br />CUT AND FILL-
<br />SINGLE LANE W /CONVEYOR
<br />SCALE 11'= 101
<br />2 CONSTRUCT BERM
<br />2 AS REQUIRED
<br />L
<br />M I N
<br />(FOR TOPSOIL 3
<br />:(1 1,:
<br />!!TSTOCKPI LE)
<br />I f' 2/ -1- 6 .I
<br />n1 - tea= rim : u
<br />"'' 1' MAX. & MIN ELEVATIONS
<br />3 AS SHOWN ON PLAN.
<br />TYPICAL DITCH FOR EMERGENCY SLOPE UNIFORMLY
<br />SPILLWAY AND AROUND TOPSOIL BETWEEN POINTS.
<br />STORAGE.DITCH IS LINED WITH
<br />RIP RAP WHEN USED AS
<br />EMERGENCY SPILLWAY
<br />SCALE 1 " =5'
<br />SECTION 11 -11 4
<br />FREEBOARD =1'
<br />2'
<br />FLOWLINE OF SPILLWAY
<br />1 ` DITCH
<br />5 rr_„ 1 �' s 2 SEE PLAN AND PROFILE
<br />MAX. STORAGE DEPTH= 2' 2 "- 1 DRAWING FOR
<br />ELEVATIONS 5
<br />TYPICAL SECTION THROUGH SED IME NTAT ION
<br />POND FOR TRANSFE R STATION.
<br />SCALE 1 " =10'
<br />SECTION 12 -12
<br />ROAD AND CONVEYOR SUBSURFACE
<br />1' MINIMUM
<br />TYPE II
<br />GAME CROSSING
<br />NOTES
<br />1. FOR GENERAL NOTES AND REFERENCE
<br />DRAWINGS SEE DRAWING EY -4A.
<br />2. ALL WORK ON THIS DRAWING BY EARTHWORK
<br />CONTRACT NO G002V, EXCEPT AS NOTED
<br />OTHERWISE.
<br />Up,
<br />7
<br />0
<br />.io
<br />3 MIN ASPHALT SURFACE PRIMER COAT I I 4
<br />4�MIN BASE -CLASS 6- �- -I 2 °/a I ° 6 2 1.5 w
<br />°`:• :• o •:•'•'.°:0•�- -4�MIN SUB -BASE CLASS 5 2/a - - cO
<br />_i 1 I 2 'r cn
<br />3 w ❑
<br />SURFACING DETAIL Q LL U
<br />2 CUT AND FILL - � = Q
<br />2 2, 1� 6 "MIN GRAVEL SURFACE DOUBLE LANE W/CONVEYOR OVERLAND CONVEYOR
<br />REVISED COORDINATES j - b(t �,�r -- SCALE 1j1 =10' A* MAINTENANCE ROAD
<br />7 = = -I _ AS BUILT - - -I _ 2" 1 -1 DETAIL SHEET-1 wN
<br />urv�Y ti11 79 Lj
<br />ISSUE DESCRIPTION CHKD CORRECT A PR'" 2 CONS"%fzL..l�� D I TC H MOON LAKE PROJECT J
<br />/DATE ISSUE DESCRIMON CHKD CD1111ECT 9_ Rer'rovc� 5ecAi m /o -/v co ce,,"ihk _ Z <
<br />PCT ARCH CIVIL CONC STL L & P INST M.D. P.S. S.A. FAC ELEC LTG MAT' Fey •mcm. CIVIL CONG sTL li1, ,NfT. r.D. ►i LA. FAC !uC LTG. ►uTL Se.A >^E.- lPvn�s{or�PSa�If+ / /es. rr /,zcj /a«� S -- AS REQUIRED _ COAL TRANSPORTATION SYSTEM
<br />WESTERN FUELS -UTAH, INC. Of
<br />REMOVED "NOT FOR - -- ISSUED FOR MINE PERMIT I -- %i�7 4M ISSUED FOR - I �� %%l,Qy REVISED COORDINATES I �_ �y1�� REVISED AND ISSUED FOR - ��f- jyjR� 9M ORIGINAL ISSUE -__i� STONE 8. WEBSTER ENGINEERING CORPORATION
<br />g CONSTRUCTION" _I ` 5 �I w?F- 4 BID. CIVIL CONTRACT G00 V v I n_ 3 AND ISSUED FOR BID SPEC. D I ," 2 INFORMATION AND BID,COAL - - -I �� 1 FOR CLIENT REVIEW AND , ___ �1r Z DENVER CO• z
<br />APPLICATION s1 I - -- �// P 231 B. __ _ IV -- �is - - -I - -- �z w
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<br />-I - -- 1 >6 ,2 j �r / &l 13 DRAWING
<br />ISSUE DESCRIPTION CHKD CORRECT PPRATE ISSUE DESCRIPTION CHKD CORRECT 190 ISSUE DESCRIPTION CHKD CORRECT APPDATE ISSUE DESCRIPTION CHKD CORRECT APPDATE ISSUE DESCRIPTION CHKD CORRECT APPDATE ISSUE DESCRIPTION CHKD CORRECT JAPP NUMBER 13617.01 - EY 4J -- 8
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