2004-10-08_REVISION - m1980244 ‎(7)‎

• Permit No: m1980244
• IBM Index Class Name: Revision
• Doc Date: 10/8/2004
• Doc Name: Phase IV Surface Water Diversion Details Sheet 2 of 2
• From: Golder Associates
• To: DMG
• Type & Sequence: AM8
• Media Type: M
• Archive: No

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SAFETY RACK �1
5
15 45' TYP.
rn
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CSP DIAMETER
IN HEADWALL a
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w
w �
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bi
A _ --
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16 z
2.5:1 - -
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SYMM. ABOUT
SLOPE TO MATCH CHANNEL INVERT' o'
STATION POINT,
r
2' MIN. COVER
COMPACTED Jr '> 11r
STRUCTURAL FILL _
z-
10" REINFORCED CONCRETE WINGWALL O
SEE DETAIL
D DIA. CSP
NOTE:
REFER TO HEADWALL
SCHEDULE FOR DIMENSIONS
CULVERT HEADWALL PLAN
NOT TO SCALE
8
I
-2' MIN. COVER COMPACTED
STRUCTURAL FILL
I F
2.5 -i I� 12" HEADWALL
/-SAFETY RACK
0
TOP OF
WINGWALL
RIPRAP PROTECTION
PER SCHEDULE
ui
N
F
A'
X
F
N
RIPRAP PROTECTION
D5D =6 IN.
TYPICAL WALL
01
601
6" MAX.
601
>y i. /' 401
INVERT OF CSP TO MATCH J V GRANULAR 403
12 oz /yd
INVERT OF APRON SEE HEADWALL FILTER LAYER 2 NONWOVEN 403
8 DETAILe GEOTEXTILE
IF
JI/Y LVIV VIIVVIIYl1L rrT
FOOTING BARS, PROJECT
12" MIN. INTO PIPE HEADWALL.
5 WING WALL DETAIL
NOT TO SCALE
12"
404
402
404 B A
3'
2' NOTCH,
OPTIONAL FC
WINGWALL.
401
16 TYPICAL BAR 402
A CROSS SECTION A -A INSTALLATION
7 HEADWALL DETAIL
6 NOT TO SCALE
16 NOT TO SCALE
ENGINEER'S STAMP
LONG _
C -BARS
RT C -BARS
^RNATE WITH
C -BARS
FILL SLOPE
10"
#4 ALONG
TOP OF WALL
T
5' MAX. FOR 1.5:1 FILL
SLOPES, UNLIMITED FOR SLOPES
FLATTER THAN 1.5:1
2" CLEARANCE
T
T
T- #4 Cam? 12" CENTERS
I -1 a/2
2" CLEAR
12"
12"
I FEW
- 4" DIA. WEEP HOLES AT 10'
MAXIMUM INTERVALS
3.5 "x 1.5"
CONSTR. KEY
`3"
3" CLEAR
#4 AT 18
8"
0
d -BARS
SIX #4 (SEE DETAIL) e
16
I w
WING WALL SECTION
3 N
16 NOT TO SCALE
HEADWALL SCHEDULE
HEADWALL
LOCATION
CRUSHER
CULVERT
INLET
CRUSHER
CULVERT
OUTLET
HAUL ROAD
CULVERT
INLET
HAUL ROAD
CULVERT
OUTLET
BATEMAN
CULVERT
INLET
TEMPORARY
CULVERT
INLET
STATION
0 +00
I�-II
24 +23.03
e
e =
1""-C
1' -6"
1' -6"
1' -6"
i' -6"
i' -4"
1' -3"
11"
9"
1 - 60 IN.
�
CTRS.
h =
3 -42 IN.
2'
3'
4'
S'
6'
7"
8'
9'
10'
11'
a =
1' -0"
V -2'
V -4"
V -6"
1' -8"
V -10"
2' -0"
2' -2"
2' -4"
2' -6"
20 FT.
b =
1' -8"
2' -0"
2' -4"
2' -8"
3' -0"
3' -4"
3' -8"
4' -0"
4' -4"
4' -8"
8 FT
w
2' -8"
'
3-2
3-8 "
4 ' -2"
-8"
-2"
NO
' -2"
6' -8"
7' -2"
0 DEG.
0 DEG.
#4 ®1' -6"
#4 ®1' -6"
#4 ®1' -6"
#4 ®1' -6"
#4 ®1' -6"
#4 ®1' -4"
#5 ®1' -3"
#5 @11"
#6 ®9"
#6 @7"
CTRS.
C & d BARS
0.161
0.210
0.259
0.308
0.358
0.407
0.457
0.506
0.556
0.604
*CONC.CU.YD. /L.F.
8.0
9.3
10.7 1
12.1
14.3 1
16.4
23.0
28.6
41.8
54.6
` REINF. LB. /L.F.
*DOES NOT INCLUDE TOE 2 WING WALL DESIGN TABLE
WALL QUANTITIES
16 NOT TO SCALE
TYPICAL WALL
01
601
6" MAX.
601
>y i. /' 401
INVERT OF CSP TO MATCH J V GRANULAR 403
12 oz /yd
INVERT OF APRON SEE HEADWALL FILTER LAYER 2 NONWOVEN 403
8 DETAILe GEOTEXTILE
IF
JI/Y LVIV VIIVVIIYl1L rrT
FOOTING BARS, PROJECT
12" MIN. INTO PIPE HEADWALL.
5 WING WALL DETAIL
NOT TO SCALE
12"
404
402
404 B A
3'
2' NOTCH,
OPTIONAL FC
WINGWALL.
401
16 TYPICAL BAR 402
A CROSS SECTION A -A INSTALLATION
7 HEADWALL DETAIL
6 NOT TO SCALE
16 NOT TO SCALE
ENGINEER'S STAMP
LONG _
C -BARS
RT C -BARS
^RNATE WITH
C -BARS
FILL SLOPE
10"
#4 ALONG
TOP OF WALL
T
5' MAX. FOR 1.5:1 FILL
SLOPES, UNLIMITED FOR SLOPES
FLATTER THAN 1.5:1
2" CLEARANCE
T
T
T- #4 Cam? 12" CENTERS
I -1 a/2
2" CLEAR
12"
12"
I FEW
- 4" DIA. WEEP HOLES AT 10'
MAXIMUM INTERVALS
3.5 "x 1.5"
CONSTR. KEY
`3"
3" CLEAR
#4 AT 18
8"
0
d -BARS
SIX #4 (SEE DETAIL) e
16
I w
WING WALL SECTION
3 N
16 NOT TO SCALE
HEADWALL SCHEDULE
HEADWALL
LOCATION
CRUSHER
CULVERT
INLET
CRUSHER
CULVERT
OUTLET
HAUL ROAD
CULVERT
INLET
HAUL ROAD
CULVERT
OUTLET
BATEMAN
CULVERT
INLET
TEMPORARY
CULVERT
INLET
STATION
0 +00
4 +16.76
24 +23.03
25 +78.24
46+02.64
40 +28.58
HEADWALL HEIGHT (A)
6 FT.
6 FT.
5 FT.
5 FT.
9.5 FT.
5 FT.
CULVERT DIAMETER AND COUNT (B)
1 - 60 IN.
1 - 60 IN.
3 -42 IN.
3 -42 IN.
1 -84 IN.
1 -36 IN.
HORIZONTAL EDGE REBAR SPACING (C)
10 IN.
10 IN.
10 IN.
10 IN.
10 IN.
10 IN.
VERTICAL EDGE REBAR SPACING (E)
12 IN.
12 IN.
12 IN.
12 IN.
12 IN.
12 IN.
APRON LENGTH (F)
10.5 FT.
9.1 FT.
10.5 FT.
10.5 FT,
20 FT.
7 FT.
HEADWALL WIDTH (X)
6 FT.
15 FT.
15 FT.
15 FT.
12 FT.
8 FT.
HEADWALL TOTAL HEIGHT (Y)
9 FT.
9 FT.
8 FT
8 FT
12.5 FT,
8 FT.
SAFETY RACK PRESENT
YES
NO
YES
NO
YES
YES
PIPE SKEW (a)
0 DEG.
0 DEG.
0 DEG.
118.3 DEG.
108.2 DEG
23.8 DEG
RIPRAP
VL
VL
VL I
VL
H
VL
MINIMUM RIPRAP THICKNESS
12
12"
12"
12"
36"
12"
HEADWALL FOR SINGLE PIPE
I_ V _I
HEADWALL FOR MULTIPLE PIPES
X 1
NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD
UNLESS LAST REVISION IS HAND WRITTEN UNLESS LAST REVISION IS HAND WRITTEN
CLIENT
PRINT ISSUE RECORD
DATE
2°
Y1YY!
EXPANSION JOINT
MATERIAL
WINGWALL
FRONT
VIEW
TOP VIEW
J
TOP OF
WINGWALL /
REBARS FROM WINGWALL
FOOTING CONTINUE INTO THE
/ HEADWALL
4 WINGWALL CONNECTION DETAIL
6 NOT TO SCALE
401
?"(TWO EACH TIE)
- _T402 U)
It w
E Var.
402 Q >
�8" 404 601
402 403 D =13+8"
6 BAR BENDING DETAILS
16 NOT TO SCALE
20"
NOTES:
1. EXPANSION JOINT MATERIAL SHALL CONFORM TO AASHTO M 213
AND PAYMENT THEREFORE SHALL BE INCLUDED IN THE PRICE
FOR CONCRETE, (BOX CULVERT) OR (WALL).
2. REINFORCING STEEL SHALL BE GRADE 60.
3. THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE:
BAR SIZE
SPLICE LENGTH 18" #24"
4. CONCRETE SHALL BE CLASS A OR B.
5. HEADWALL SHALL BE PERPENDICULAR TO THE CULVERT CL UNLESS
OTHERWISE SHOWN ON THE PLANS. TABULATED DIMENSIONS AND
QUANTITIES MUST BE ADJUSTED FOR SKEWED INSTALLATIONS.
6. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH.
7. ALL BARS SHALL HAVE A 2 INCH MINIMUM CLEARANCE.
8. ALL METAL WORK SHALL BE GALVANIZED.
9. SEE RIPRAP SCHEDULE ON DRAWING 15 FOR RIPRAP GRADATION.
10. WINGWALLS TO BE CONSTRUCTED PER DETAIL e
16
CC Cripple Creek & Victor Gold Mining Company
R" Cresson Project
SIG ♦ A Joint Venture - AngloGold (Colorado) Corp., Manager
PHASE IV
SURFACE WATER DIVERSION DETAILS, SHEET 2 OF 2
DRAWN pB DATE MAY, 2000
CHECKED GE JOB No. 003 -2142
WE Rev»�r® GE D[crrAL No. 0038
APPROVED JFL
SCALE
AS SHOWN DWC
fAXEWOOD, COLORADO 80228 FILE NO. c (�
(303)985 -2080 21 420038 1V
44 UNION BLVD. SUITE 300,
PHONE: [phone] FAX:
\!�,%7'NPPO.REGjsl
o�N 9
©
2004 RECORD DRAWING
6
��•
2003 RECORD DRAWING
10/16/03
RLB
KFIVIJ
JFL
�=
REVISED, HEADWALL SCHEDULE
4/1/02
MRJ
GE
JFL
®
~ • ��\
����� ";��jl.,.•��t\
REVISED, HEADWALL SCHEDULE
7/26/01
MRJ
GE
JFL
0
0
REVISED, RE- ISSUED FOR CONSTRUCTION
7/10/01
SFD
GE
JFL
IONAjj1�a.��``�
II
REVISED HEADWALL SCH., RE- ISSUED FOR CONSTRUCTION
7/10/00
MRJ
GE
JFL
Oj
IF THE ABOVE BAR DOES
Q
ISSUED FOR CONSTRUCTION
6/9/00
MRJ
JMJ
JFL
NOT SCALE 1 INCH THE
DRAWING SCALE IS ALTERED
I ISSUED DRAFT
5/25/00
RB
GE
GE
A
CLIENT
PRINT ISSUE RECORD
DATE
2°
Y1YY!
EXPANSION JOINT
MATERIAL
WINGWALL
FRONT
VIEW
TOP VIEW
J
TOP OF
WINGWALL /
REBARS FROM WINGWALL
FOOTING CONTINUE INTO THE
/ HEADWALL
4 WINGWALL CONNECTION DETAIL
6 NOT TO SCALE
401
?"(TWO EACH TIE)
- _T402 U)
It w
E Var.
402 Q >
�8" 404 601
402 403 D =13+8"
6 BAR BENDING DETAILS
16 NOT TO SCALE
20"
NOTES:
1. EXPANSION JOINT MATERIAL SHALL CONFORM TO AASHTO M 213
AND PAYMENT THEREFORE SHALL BE INCLUDED IN THE PRICE
FOR CONCRETE, (BOX CULVERT) OR (WALL).
2. REINFORCING STEEL SHALL BE GRADE 60.
3. THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE:
BAR SIZE
SPLICE LENGTH 18" #24"
4. CONCRETE SHALL BE CLASS A OR B.
5. HEADWALL SHALL BE PERPENDICULAR TO THE CULVERT CL UNLESS
OTHERWISE SHOWN ON THE PLANS. TABULATED DIMENSIONS AND
QUANTITIES MUST BE ADJUSTED FOR SKEWED INSTALLATIONS.
6. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH.
7. ALL BARS SHALL HAVE A 2 INCH MINIMUM CLEARANCE.
8. ALL METAL WORK SHALL BE GALVANIZED.
9. SEE RIPRAP SCHEDULE ON DRAWING 15 FOR RIPRAP GRADATION.
10. WINGWALLS TO BE CONSTRUCTED PER DETAIL e
16
CC Cripple Creek & Victor Gold Mining Company
R" Cresson Project
SIG ♦ A Joint Venture - AngloGold (Colorado) Corp., Manager
PHASE IV
SURFACE WATER DIVERSION DETAILS, SHEET 2 OF 2
DRAWN pB DATE MAY, 2000
CHECKED GE JOB No. 003 -2142
WE Rev»�r® GE D[crrAL No. 0038
APPROVED JFL
SCALE
AS SHOWN DWC
fAXEWOOD, COLORADO 80228 FILE NO. c (�
(303)985 -2080 21 420038 1V
44 UNION BLVD. SUITE 300,
PHONE: [phone] FAX: