|
5 -�1�-J�� - �O•L �9�� B I
<br />A
<br />?;
<br />10
<br />o z
<br />SCALE 1 " =30'
<br />z
<br />4
<br />330,37 7.45
<br />1,099,975.92
<br />A
<br />�• T
<br />O� �0 R D PT
<br />�94 �.
<br />RAD. PT, N 331 455.1 5
<br />E1,0981220.86 _.
<br />(REFUSE HAUL ROAD)
<br />N330,361.50
<br />E 1,099,971.32
<br />P.T, N330,346.20 /
<br />E1,099,986.49
<br />c I °
<br />N330,481.20
<br />15' 15 E1,100,005.85
<br />N330,465.2`_i �'�• /
<br />E 1, 10 0, 061.2
<br />- - - - - -- +.RAD PT.1
<br />Q.
<br />J�
<br />c7
<br />All
<br />A// `m
<br />4 v
<br />Q OP
<br />A4_�
<br />NI
<br />of
<br />°
<br />O
<br />z
<br />RAD. PT.
<br />-
<br />3
<br />330,215,68
<br />1,099,923.5
<br />N 330,199.73 5
<br />El 099,978.55
<br />DETAIL D
<br />(EY -4D 5-E)
<br />E
<br />N 33 6,561.41
<br />E 1,099,900.65
<br />N336,496.41
<br />E1,099,900.68
<br />N 336,516.44
<br />E1,099,960.67
<br />XFR PT "2
<br />i N 330,353.23 (
<br />INTERSECTION
<br />111,099,990.90
<br />ROAD CENTERLINES P1 1a
<br />N 330,346.3 6
<br />E1,1 00,010.51
<br />- 1 +RAD. P T.2
<br />RAD
<br />FILLET CURVE DATA
<br />N330330.41
<br />1,100,005,91
<br />� PRC
<br />RAID PT1
<br />N330,481.21
<br />IE1,100,035.85
<br />RAD
<br />s
<br />PT,) N 329,855,851
<br />0= 147'50'37"
<br />R = 30.00'
<br />L = 77.41'
<br />Lc= 57.65'
<br />RAD
<br />T = 104.09'
<br />RAD PT2
<br />N330,330.40
<br />E1,00, 006.48
<br />E M 00,035.91
<br />\TAn ICC AC 'DER PLAN
<br />I
<br />'IP RAP LINING
<br />kS PER SPECIFICATIONS
<br />DETAIL G
<br />(EY -4C, C -3)
<br />p =32 °09'23" PI 1
<br />R = 30.00'
<br />L =1 6.84'
<br />Lc:= 16.62
<br />T= 8.65
<br />RAD PT 3 IN 330199.72
<br />111,099,948.95
<br />c
<br />G
<br />171
<br />__ I
<br />ELECTRICAL DUCTLINE Ly10
<br />(AS REQUIRED) O z
<br />r? N 336,561,49
<br />-' E 1,100,070.6
<br />SCALE 1" =50'
<br />i SECONDARY
<br />/6.
<br />SUBSTATION NO 2
<br />(BY COAL CONVEYOR CONTRACT AND OTHERS)
<br />TRANSFER STATION N0.2
<br />(BY COAL CONVEYOR CONT RACT )
<br />N 336,496.49
<br />E 11100070.68
<br />PT STA 2 +56.28
<br />N 336,403.65
<br />E 1,099,981.90 RAD PT 1a
<br />END OF ROAD OO
<br />1I;j'
<br />II 9 X61 0
<br />' 17
<br />S-
<br />'z \
<br />w 25' RADIUS
<br />z \ (TYP)
<br />U \
<br />J \
<br />Q CURVE DATA
<br />IOf /
<br />O
<br />r
<br />5 ; s � RAD PT 1 N 335,968.58
<br />IE1,100,288.91
<br />Z L_\ L= 52 000' 00"
<br />U R = 300.00'
<br />O i
<br />L= 272.27
<br />O 6)� Lc= 263,02
<br />z I T = 146.32'
<br />N 336,182.46 RAD PT 1a N 336,403.52
<br />E1,100,078,55 E 1,100,281.90
<br />STA 157 +29.34 CONVEYOR ACCESS L= 44 °32' 52°
<br />/ ROAD =0 +00 ROAD 'TO XFR PT 42 R = 300,00
<br />L = 233.26
<br />1 Lc= 227.43
<br />T = 122.881
<br />I
<br />i
<br />L =143° 58'41 ROAD x335,968.44 y'
<br />R = 30.00 E1,099,960.91
<br />L = 75.39 P C STA 154-91.10
<br />L`= 57.06 N 338,968.43
<br />T = 92.27' E 1,099,941.90 1 19' 15'
<br />DESIGN LINE 9,
<br />RAD PT4 I1\1330,377-46
<br />E1,099,945.92 5
<br />L =32° 09'23" T_ CONVEYOR
<br />R= 30.00' DESIGN LINE E ROADWAY
<br />L = 16.84
<br />Lc= 16.62•
<br />T = 8.65
<br />i
<br />I
<br />I
<br />I
<br />r
<br />GRID
<br />NORT_vr
<br />,
<br />DETAIL F
<br />(EY -4F 1 -2)
<br />1
<br />+ RAD PT 1
<br />J
<br />TYPICAL SECTION THRU PIPE ARCH
<br />( BY COAL C011VEYOR CONTRACT)
<br />CONVEYOR
<br />SECTION 13 -13
<br />(D -9)
<br />(H-9)
<br />RAID PT2 GRID_
<br />/ \ NORTTr
<br />18o C M P SCALE 1 "= 30
<br />!�1
<br />1.5
<br />CMP
<br />CULVERT
<br />IN
<br />N 330,025.18
<br />E 1,099,991.45
<br />STA 9547.76
<br />N-330,025.17
<br />E1,099,972.45
<br />DESIGN LINE
<br />(L CONVEYCR
<br />': �29,96F-88
<br />1 099 9 8.4
<br />N 329,943.22
<br />111,099,930.03
<br />TRANSFER
<br />STAT ION NO.1
<br />I
<br />(BY COAL
<br />CONVEYOR
<br />CONTRACT)
<br />N3_9,903.00
<br />111 099 963.50
<br />N 329.869, 53
<br />N 329,E
<br />E1,09c
<br />S7 3,3 01 7
<br />N 3 2 9
<br />E1,09" 81.22
<br />950.16
<br />N 329,777,77
<br />E 1099,968.84
<br />I
<br />I
<br />I
<br />I
<br />i
<br />I
<br />L M N
<br />o
<br />c10
<br />(D z
<br />0
<br />I
<br />SCALE 1 " =30'
<br />5 5119, 15' N330,116,22
<br />111,103,036.41 PT
<br />RAID PT4
<br />I
<br />I �
<br />i
<br />i
<br />ROAr WAY i
<br />ro i
<br />N
<br />I -
<br />O
<br />O
<br />O z N330 029 ^64� P R C
<br />z
<br />N329.943.06 PC
<br />E1 100 136 49
<br />4
<br />ELECTRICAL
<br />-- - -_ _ DUCTLINE
<br />_ (AS REQUIRED)
<br />NOTE: /
<br />AL IG ^1 ROADWAY TO N 329,837.68
<br />PT 5
<br />PASS BETWEEN E 1,100, 096,85
<br />DETAIL E
<br />(EY -4D D -5)
<br />n
<br />ice®
<br />SCALE 11 =30
<br />18�CMP / CULVERT
<br />j CULVERT 1_YJ�� ��� 40' LONG �
<br />� ? 40' LONG � w .CONVEYOR
<br />� CONVEYOR / >
<br />I U / --' \ DESIGN LINE NOTES
<br />p DESIGN LINE �
<br />� UI � 1,FOR GENERAL NOTES AND REFERENCE
<br />^ � ROAD / � F? , \ �. ROAD �_ DRAWINGS SEE DRAWING EY -4A.
<br />CURVE DETAILS ;, RA PT2 �� � \\ 2.ALL WORK ON THIS DRAWING BY EARTHWORK
<br />- - \Iv � - � _ __- ` -� � RAD PT1 ° OTOHERW SENO. G002V EXCEPT AS NOTED
<br />-
<br />R =50.00
<br />� RAD PT2
<br />RAD PT2 i � \ 1 I '� p= 28 °0823 I
<br />N I
<br />p =56 °4255 I \ I R= 200.00' -
<br />-
<br />_-
<br />Lc= 47.50'
<br />RAD PT3 T= 26.99` I i My \\ I I �\ i p =14 °0412" I
<br />p =28 2128' /
<br />I I -- R= 200.00
<br />Y RAD PT1 �� RAD PT3 I � MI; � I L= 49.11' � Q
<br />T = 24.68
<br />io T =12.63 a i I i r'
<br />Q I DETAIL H al � � I o°� N
<br />� a
<br />� I I NOT FOR CONSTRUCTION a
<br />I ,
<br />- aii DE CAI 4) � ��� � OVERLAND CONVEYOR
<br />� (EY -411, K -3) � RAD PT ' ,�1D MAINTENANCE ROAD
<br />�- RAD PT1 (EY -4F, D -3) 3 DETAIL SHEET- 2 w
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<br />COAL TRANSPORTATION SYSTEM J=
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<br />/DATE DATE .' DATE - -DATE - OAiE DATE Q „
<br />PCT ARCH CIVIL CONC STL L 8 P INST M.D. P S. S.A FAC ELEC LTG MATL PCT ARCH CIVIL CONC STL L 8 P INST M.D. P S. S' FAC ELEC LTG MAT -L PCT ARCH CIVIL CONC STL L 8 P INST M.D. P S. S A. FAC ELEC LTG MAT1 PCT ARCH CIVIL CONC STL L 8 P INST M D. P S S A FAC ELEC LTG MATL PCT ARCH CIVIL CONC STL L 8 P INST M.D. P S. S.A. FAC ELEC LTG MAT'L PCT ARCH CIVIL CONC STL L 8 R1Si M.D P S S.A. FAC ELEC LTG PaAT L DESIG NEU BY D MC DO N E LL DRAWN BV C • S EW E L L AREAS LEVELS WORK PKG
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<br />•9860 7C FILM - I - � 11 IIIIIII VIII VIII VIII VIII VIII IIII IIII
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<br />CURVE DETAILS
<br />N329,761.61
<br />RAD
<br />PT, N329,66736
<br />E1)100,031.95
<br />E 1,10 0,0 6 5.39
<br />� PRC
<br />RAD
<br />s
<br />PT,) N 329,855,851
<br />` E 1,099,998.514
<br />RAD
<br />°T, 14329,943.0"
<br />E1,00, 006.48
<br />RAD
<br />PT4 N330.116.26
<br />E 1,100,106,41
<br />---
<br />(TYPICAL)
<br />_
<br />RAD PT1
<br />p =60 °00'00"
<br />N329,659.18
<br />R=100.00'
<br />PC
<br />E 1,099,962.18
<br />L = 104.72'
<br />Lc= 100.00'
<br />T = 57,74'
<br />7
<br />DETAIL E
<br />(EY -4D D -5)
<br />n
<br />ice®
<br />SCALE 11 =30
<br />18�CMP / CULVERT
<br />j CULVERT 1_YJ�� ��� 40' LONG �
<br />� ? 40' LONG � w .CONVEYOR
<br />� CONVEYOR / >
<br />I U / --' \ DESIGN LINE NOTES
<br />p DESIGN LINE �
<br />� UI � 1,FOR GENERAL NOTES AND REFERENCE
<br />^ � ROAD / � F? , \ �. ROAD �_ DRAWINGS SEE DRAWING EY -4A.
<br />CURVE DETAILS ;, RA PT2 �� � \\ 2.ALL WORK ON THIS DRAWING BY EARTHWORK
<br />- - \Iv � - � _ __- ` -� � RAD PT1 ° OTOHERW SENO. G002V EXCEPT AS NOTED
<br />-
<br />R =50.00
<br />� RAD PT2
<br />RAD PT2 i � \ 1 I '� p= 28 °0823 I
<br />N I
<br />p =56 °4255 I \ I R= 200.00' -
<br />-
<br />_-
<br />Lc= 47.50'
<br />RAD PT3 T= 26.99` I i My \\ I I �\ i p =14 °0412" I
<br />p =28 2128' /
<br />I I -- R= 200.00
<br />Y RAD PT1 �� RAD PT3 I � MI; � I L= 49.11' � Q
<br />T = 24.68
<br />io T =12.63 a i I i r'
<br />Q I DETAIL H al � � I o°� N
<br />� a
<br />� I I NOT FOR CONSTRUCTION a
<br />I ,
<br />- aii DE CAI 4) � ��� � OVERLAND CONVEYOR
<br />� (EY -411, K -3) � RAD PT ' ,�1D MAINTENANCE ROAD
<br />�- RAD PT1 (EY -4F, D -3) 3 DETAIL SHEET- 2 w
<br />I J �
<br />• I I MOON LAKE PROJECT c� w
<br />COAL TRANSPORTATION SYSTEM J=
<br />• f WESTERN FUELS -UTAH, INC.
<br />__ -1 -__ ISSUED FOR MINE PERMIT � -j `}��7 i' +' ISSUED FOR -I- Fa /%y REVISED COORDINATES �� � W7� �y� REVISED AND ISSUED FOR -` •� �.15F %'/�/�� 171`1 ORIGINAL ISSUE � —__�,' r �'(' STONE � WEBSTER ENGINEERING CORPORATION ���
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<br />/DATE DATE .' DATE - -DATE - OAiE DATE Q „
<br />PCT ARCH CIVIL CONC STL L 8 P INST M.D. P S. S.A FAC ELEC LTG MATL PCT ARCH CIVIL CONC STL L 8 P INST M.D. P S. S' FAC ELEC LTG MAT -L PCT ARCH CIVIL CONC STL L 8 P INST M.D. P S. S A. FAC ELEC LTG MAT1 PCT ARCH CIVIL CONC STL L 8 P INST M D. P S S A FAC ELEC LTG MATL PCT ARCH CIVIL CONC STL L 8 P INST M.D. P S. S.A. FAC ELEC LTG MAT'L PCT ARCH CIVIL CONC STL L 8 R1Si M.D P S S.A. FAC ELEC LTG PaAT L DESIG NEU BY D MC DO N E LL DRAWN BV C • S EW E L L AREAS LEVELS WORK PKG
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<br />•9860 7C FILM - I - � 11 IIIIIII VIII VIII VIII VIII VIII IIII IIII
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|