|
A
<br />1
<br />z
<br />B ` C D E F G H I J K L M N
<br />810'± RELOCATED FENCE
<br />x x
<br />ACCESS 7
<br />�,o
<br />SLOT STORAGE
<br />REINFORCED EAR,
<br />00 `S AND ACCESS BER
<br />1
<br />5690 680
<br />5
<br />(� EMBANK ENT 20 7 g,�
<br />f BY COAL x SF
<br />ROAD TYPE -�0 , f ONV EYOR CON T ACT)^?`'
<br />ANIMAL GUARD 6� _----
<br />24`(p CMP CULVERT " ri
<br />1551 N G
<br />INVT OUT =5649
<br />3
<br />O
<br />V)
<br />N 336,644A9
<br />E 1,1 . ,665.74
<br />(P. C.)
<br />164 PC R
<br />N 336,565.31
<br />E' 100,727.34
<br />E L'5 6 54,13
<br />PI ■2N 336,703.0
<br />E 110 0,741.1
<br />4 ..
<br />N 3:6,794 ?9
<br />E 1,100 7, 68.46
<br />.( P.T.)
<br />5
<br />6
<br />-�L-
<br />166 PT R
<br />N 336.7662
<br />E 1,100,864.
<br />EL 5645.62
<br />G �
<br />- � • • • • ` III I / / /. /% ' • •
<br />1 �illr
<br />• � :• -.. /,� , � r _'St ,III ,
<br />•' hA -.. ' I - Illi
<br />.Vi
<br />N337,019.36
<br />E1,100,835.34
<br />( P.Q
<br />I
<br />7
<br />5700
<br />-4L
<br />Q
<br />7. 1 x
<br />3610 �' 3677.9 W
<br />V 8660
<br />9g 0
<br />Q / s 0 ORIGINAL GROUND LEVEL
<br />SECTION A -A'
<br />♦ -�- � 3633.9 ` �
<br />N 388.245.OUx
<br />" 1�_•E 1,099.845.00 j ORIGINAL GROUND LEVEL
<br />cr1 C NVEYOR N338,902.59 SECTION B- 81
<br />S °7 56 0 Q DE IGN LINE E1,099,607,81
<br />ERV ICE ROAD STAND PIPE
<br />M T H LI 0� 26° ) N _
<br />fT N-
<br />' F,]/O�A 1GNMENT --
<br />- 1891.46 FROM ANSFER� ORIGINAL GROUND LEVEL
<br />CTURE 3 TO OADOUT
<br />TO ER �R °,k SECTIONC -C'
<br />5 4 cA«k
<br />18 "v M N t•19 F, /ICI- LOADOUT TOWER
<br />C C E 5 0 1 r+A
<br />I V
<br />:)UT 0 I,
<br />E 565 .8 / h DETAIL-13
<br />18" C4/LER ( Oh N338,509.57 SEDIMENT POND- I
<br />% 8 6' h E1,100,29703
<br />1, OQ, 29 8 � (P. T.) SCALE: NONE
<br />�1 Pt L O� 3660.♦ $ T L a L I L 5 A �RIPRAPI A
<br />N3 186.53 56i0 C 4 03.00 0 `� b C
<br />'� 0 0 , N.7 ° - $5 TL ^ 24 °CULVERT -�
<br />V T I = 4- 8 C 7 Q
<br />•
<br />A
<br />B
<br />DETAIL - A
<br />SEDIMENT POND- 2
<br />SCALE: NONE
<br />Cr.41
<br />1
<br />�J o
<br />QG
<br />169 PC L
<br />169 PC R - N33704
<br />N 336990.82 1�j`O�
<br />E 1100,931.18
<br />El 5654.21
<br />2.0 1 ' N O ��
<br />\� 33/,104
<br />k/
<br />1,1/001/,,547-81 r -� `- - �- � (E -8B
<br />m N 23° 45' 00 "IXV 8 O ?
<br />I- - _ -1_ - _ ��- SEDIMENTATION POND
<br />(SEE SEC 10 -10 SHEET
<br />^ • ><
<br />� 124386' 177R � � 5653.73 - E1,100;412,97 SEE EY -11 BY FOR CONTINUATION
<br />o, OF FENCE
<br />n N 337.802.06 08 18' #CM P EL: 5,643.17 �' 185PT
<br />N337 496 •, N33 25.81 E1100,678.10 �' CULVERT 100' N33817300 " a N338,501.43
<br />E1)10 ,866.78 P.I. 3� E 11 ®08 )2,40 EL. = 5,668.33 i LONG
<br />E 100)40563 ? q"� E1,1001396.70
<br />N33t1,169,25 181 +41.97•CONVEYOR EL.= 5,636.06
<br />O MAINTENANCE ROAD
<br />E 1�1 , /2 7.0 = 0.00.00 SLOT STORAGE CURVE 4
<br />r_ INVT OUT= 5660.5 ACCESS ROAD
<br />I 171PTR Q 18 "'4CMP CULVERT
<br />N 337266.08 N 65' LONG
<br />E 1,100, 13.E
<br />EL 5662,76 ►-
<br />N338,485.16
<br />E 1,10 0, 59 6.04
<br />RAD PT 4
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<br />-• - -•
<br />.1
<br />B
<br />190+
<br />ci
<br />GORIGINAL GROUND LEVEL
<br />SECTION A -A'
<br />20RIGINAL GROUND LEVEL
<br />SECTION B -B'
<br />STAND PIPE
<br />ORIGINAL GROUND LEVEL
<br />SECTION C -C'
<br />I'
<br />%tOFFAT CO.
<br />- `RIC
<br />CONVEYOR&RO P&
<br />SHEET! P7
<br />r
<br />CONVEYOR &RD P&P
<br />I SHEET 7
<br />NOR ti `.
<br />0 50 100 200 300
<br />SCALE 1 "= 100'
<br />CONTOUR INTERVAL 2'
<br />RAILROAO LOOP
<br />zz
<br />COAL STORAGE
<br />2
<br />3
<br />17
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<br />-• - -•
<br />.1
<br />B
<br />190+
<br />ci
<br />GORIGINAL GROUND LEVEL
<br />SECTION A -A'
<br />20RIGINAL GROUND LEVEL
<br />SECTION B -B'
<br />STAND PIPE
<br />ORIGINAL GROUND LEVEL
<br />SECTION C -C'
<br />I'
<br />%tOFFAT CO.
<br />- `RIC
<br />CONVEYOR&RO P&
<br />SHEET! P7
<br />r
<br />CONVEYOR &RD P&P
<br />I SHEET 7
<br />NOR ti `.
<br />0 50 100 200 300
<br />SCALE 1 "= 100'
<br />CONTOUR INTERVAL 2'
<br />RAILROAO LOOP
<br />zz
<br />COAL STORAGE
<br />2
<br />3
<br />•••]
<br />5680
<br />5660
<br />40
<br />CONVEYOR & RD P&P
<br />SHEET 6
<br />+
<br />I;
<br />KEY MAP
<br />4
<br />CURVE
<br />1
<br />DATA
<br />CURVE 2
<br />A =
<br />350 23' 33"
<br />R=
<br />300.00'
<br />' -
<br />L =
<br />185.31'
<br />Lc=
<br />182.38'
<br />T =
<br />95 72
<br />CURVE 3
<br />A =
<br />400 19'59"
<br />R =
<br />300.00'
<br />TL
<br />PCT
<br />L =
<br />211.18'
<br />LEGEND 5
<br />STL.
<br />Lc=
<br />206.85'
<br />M.D.
<br />P.S.
<br />T =
<br />110.18' 0�
<br />HAY BALES (AROUND CULVERT INLET)
<br />CURVE 4
<br />L =
<br />280 25'00"
<br />5O
<br />R =
<br />300.00
<br />CULVERT
<br />L =
<br />148.79'
<br />Lc=
<br />147.27' -� _ - %w
<br />- -�' SEDIMENT V -DITCH
<br />T =
<br />75.96'
<br />BERM
<br />ROCK CUT SLOPES
<br />/
<br />(NO VEGETATION REQUIRED)
<br />•••]
<br />5680
<br />5660
<br />40
<br />N, OTES
<br />1 FOR GENERAL NOTES AND REFERANCE
<br />DRAWINGS SEE DRAWING EY -4A.
<br />2. FOR DETAILS AND SECTIONS ON THIS
<br />DRAWING SEE DRAWING EY -4K .
<br />3. FOR GENERAL LEGEND SEE DRAWING
<br />E Y- 4A .
<br />4. CONSTRUCT A BERM ON THE LEFT SIDE 7
<br />FROM STA 164.50 TO 173.40 AND 176.00
<br />TO 177.00• FOR DETAILS SEE DWG
<br />13617.01- EY -4J.
<br />5. CONSTRUCT A DITCH ON THE LEFT SIDE
<br />FROM STA 173.50 TO 175.90 AND 177.00
<br />TO 180.50 FOR DETAILS SEE DWG
<br />13617.01- EY- 4J• _
<br />6. ALL WORK ON THIS DRAWING BY EARTHWORK
<br />CONTRACT NO G002V EXCEPT AS NOTED
<br />OTHER WI SE. -
<br />7 REMOVE PORTIONS OF FENCE IN SLOT
<br />STORAGE AREA AND RELOCATE AS SHOWN
<br />8. ALL FENCE IS TO BE NEW TYPE G
<br />to tllw
<br />awl
<br />s
<br />�:Ya:.(1,•,)nb -.... t1�8'i.PaT. ': . • i t -+ .r;�k�'�� 4JS i.
<br />, 1
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<br />I G �0 Lo v
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<br />TONAL z_ O
<br />JAN 1 b 2001
<br />N Q
<br />G LL L
<br />C J
<br />'$�• L Q 6
<br />*OND VERLAND CONVEYOR
<br />MAINTENANCE ROAD
<br />PLAN AND PROFILE SHEET -7 _N
<br />MOON LAKE PROJECT z >_
<br />COAL TRANSPORTATION SYSTEM , _
<br />WESTERN FUELS -UTAH, INC. D- 3
<br />STONE & WEBSTER ENGINEERING CORPORATION
<br />DENVER, CO. Z
<br />W a
<br />)O C 13 Ask\ NUMB RG 13 617.01- E Y- 4 G -10 Q
<br />DESIGNED SV B. DASGUPTA DRAWN SrW.SPRINGER AREAS LEVELS WORK PKG
<br />DSGN CNKD BV D.HAYES cHK•D evD McDONELL (�`� �11III ;I 'I TA S1pIKII1
<br />_ IWPII�IuII VIII IIIn IAII�I�
<br />007587
<br />D,+e Descl-f 8
<br />01 -02 -01 Mc,�; F "� runc,¢„di 5•�i'I•fxt canlro/ S.uf%.�5 /d7rtldC Sew
<br />FOR CLIENT REVIEW AND /_ AILIL lt4�
<br />r COMMENT
<br />PP
<br />ISSUE DESCRIPTION CNKD CORRECT
<br />kT
<br />TL
<br />PCT
<br />ARCN.
<br />CIVIL
<br />CONC.
<br />STL.
<br />LAP
<br />INST.
<br />M.D.
<br />P.S.
<br />S.A.
<br />I FAC
<br />ELEF
<br />I LTG.
<br />M,
<br />5O
<br />�
<br />N, OTES
<br />1 FOR GENERAL NOTES AND REFERANCE
<br />DRAWINGS SEE DRAWING EY -4A.
<br />2. FOR DETAILS AND SECTIONS ON THIS
<br />DRAWING SEE DRAWING EY -4K .
<br />3. FOR GENERAL LEGEND SEE DRAWING
<br />E Y- 4A .
<br />4. CONSTRUCT A BERM ON THE LEFT SIDE 7
<br />FROM STA 164.50 TO 173.40 AND 176.00
<br />TO 177.00• FOR DETAILS SEE DWG
<br />13617.01- EY -4J.
<br />5. CONSTRUCT A DITCH ON THE LEFT SIDE
<br />FROM STA 173.50 TO 175.90 AND 177.00
<br />TO 180.50 FOR DETAILS SEE DWG
<br />13617.01- EY- 4J• _
<br />6. ALL WORK ON THIS DRAWING BY EARTHWORK
<br />CONTRACT NO G002V EXCEPT AS NOTED
<br />OTHER WI SE. -
<br />7 REMOVE PORTIONS OF FENCE IN SLOT
<br />STORAGE AREA AND RELOCATE AS SHOWN
<br />8. ALL FENCE IS TO BE NEW TYPE G
<br />to tllw
<br />awl
<br />s
<br />�:Ya:.(1,•,)nb -.... t1�8'i.PaT. ': . • i t -+ .r;�k�'�� 4JS i.
<br />, 1
<br />'a` _,...,'} ::,+fie': •*i, -, � •. -.._...
<br />I G �0 Lo v
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<br />O
<br />TONAL z_ O
<br />JAN 1 b 2001
<br />N Q
<br />G LL L
<br />C J
<br />'$�• L Q 6
<br />*OND VERLAND CONVEYOR
<br />MAINTENANCE ROAD
<br />PLAN AND PROFILE SHEET -7 _N
<br />MOON LAKE PROJECT z >_
<br />COAL TRANSPORTATION SYSTEM , _
<br />WESTERN FUELS -UTAH, INC. D- 3
<br />STONE & WEBSTER ENGINEERING CORPORATION
<br />DENVER, CO. Z
<br />W a
<br />)O C 13 Ask\ NUMB RG 13 617.01- E Y- 4 G -10 Q
<br />DESIGNED SV B. DASGUPTA DRAWN SrW.SPRINGER AREAS LEVELS WORK PKG
<br />DSGN CNKD BV D.HAYES cHK•D evD McDONELL (�`� �11III ;I 'I TA S1pIKII1
<br />_ IWPII�IuII VIII IIIn IAII�I�
<br />007587
<br />
|