PERMFILE109311

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 1/8/2001
• Doc Name: Environmental Improvements For the Sylvester Gulch Facilities Invert Plan And Profile
• Section_Exhibit Name: Exhibit 69 Section E Figure 2
• Media Type: M
• Archive: No

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CONSTRUCTION JOINTS
b.u' STIFFLNER RADIUS
- - - -- - - - -- - 2.5 RADIUS - - - - -- 0' RADIUS - -- - 2.5' RADIUS -4.0' RADIUS-- - 2.5' R -4.0' RADIUS 6.0'
TON u "WINC:" / OUTSIDE EDGE OF
BOTT M OF FLANNEL INSIDE FACE OF EXISTING OUTSIDE FACE OF EXISTIN t a CONCRETE MAT
FOUNDATION WALL FOUNDATION WALL ELEV. 6748.9
ELEV 67 .2 ELEV. 6755. LLEV. 6754.6 ELEV 6753 Tf ELE 6750.9 /F-ELEV. 6750.4 ELEV. 6749.9 ELE\
ELEV. 6752.8
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2.5' RADIUS
El_EV. 675 3 ELEV. 6756. _ _ _ ELEV. 67.5 .3 ELEV. 6752.3 ELEV. 67
- - - - - -- - - - - -- - -- - -- - - - - -- - - - - - -_ - - - - - -- - - -- - -- - -° - -- - - - - - -- - - - - - -- --- - - - - -- - - - - - --
ELEV 67 1. ' ; ELEV 6748.
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ELEV. 6748.3
ELEV 6748.1 ELEV. 67 .1
00 _ +12 _ 0 +24 - 0+36 - 0 +48 - 0 +60 - 0+72 - 0 +84 - 0 +96 - 1+08 - 1+20 - 1+32 _ 1 A 4 1+00 _ 14 58 _ 1+80 _ 1+92 - 2�04 _ 2+16 - 2425 _
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ELEV 67 ELEV. 6752.1 ELEV. 6750. _ ELEV. 6749.
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ELEV. 6758 0 ELEV. 675 .9
ELEV. 6751.2
6.0' STIFFENER RADIUS- - -- _46' RADIUIS- 2 5 kADluS 4.0' RADIUS 6.0' RADIUS- 4.0' RADIUS
0
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Z Z Z z
36" SPACING BETWEEN STIFFENER'S- 24" SPACING BETWEEN STIFFENER, 18" SPACING BETWEEN STIFFENERS 24 SPACING BETWEEN STIFFE
1 PLAN VIEW
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3 Scale in Feet
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0 5 10 20
I'• = 10 feet
CONSTRUCTION JOINTS
_ J6• _ -I_ 316'�
ELEV. 6764 B�ELEV. 6763.9 -1OP OF MULTI -FLAIL ARCM
LLEV. b162. 4 ELEV. 6761.E
----L / ELEV 6760.8 ELEV 6760.
-_� ELEV. 6759.3 -ELEV. 6758.8 ELEv, 6750. I _
6,b0� __ -
INVERT OF NEW CONCRETE CHANNEL
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FOUNDATION WAII
BOTTOM OF NEW CONCRETE MAT
0
ELEV. 6756.1 ELEV. 67
-1-6. 0' RADIUS -
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36" SPACING BETWEEN STIFFENERS
1. 6748.6
E 396 673
55.8 ELEV. 6755.6 ELEV. 6755.5 ELEV. 6755.4 ELEV. 6755.5 ELEV. 6t5,4
LEV. 6755.2
_ - - - - -- -
t.14� +00 0 +12 0+24 0 +36 0 +36 (Jt60 002 Ut64 Ut56 1 +08 1 +20 1 +32 1 +44 1 +56 1 +68 1 +80 1 +92 2 +04 2 +16 2 +25
2 PROFILE
3 Scale in Feet Z
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0 5 10 20
1' - 10 feet
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Permit Number tf_�
Class rmit �, �/
Section /Exhibit ._.O._. ._._._. _._._. _._ryOr}r.'- ._._._. �.
class? O Revision
Type /Seq: ---_- _----- _------------- _---- - - -' -'
class: O Report O Hydro OGeneral
Doc Type:
OApplicabon (Coal only) ❑ Bond O Enforcement O Inspection
SPECIFICATIONS /QUANTITIES /NOTES
1. CONCRETE Cc = 4000 psi, Vol = 170 cy IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
48, 05a 165 ,
2. STEEL REINFORCEMENT - GRADE 60, W = 3�;-13A-+ . h
3. RIB STIFFENERS (4" CURVED SCH. 80 STEEL PIPE, L = 24 "), W = 6,480 Its.
4 FILLET WELD E70XX
5. SEE DRAWING NO. 4 FOR CROSS SECTIONS AND DETAILS
6 ELEVATIONS SHOWN ARE OF EXISTING FOOTINGS AND MULTI -PLATE ARCH CROWN
(FEBRUARY, 1998 MEASUREMENTS) BY MOUNTAIN COAL COMPANY
FIGURE 2