PERMFILE111337

• Permit No: m1980244
• IBM Index Class Name: Permit File
• Doc Date: 9/3/2002
• Doc Name: Surface Water Diver. Det.
• From: CC & V
• To: DMG
• Media Type: M
• Archive: No

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B DIAMETER
CSP CENTERED
IN HEADWALL
A -
2' MIN. COVER -
COMPACTED
STRUCTURAL FILL
45' TYP.
10" REINFORCED CONCRETE WINGWALL
SEE DETAIL
16
F
E
SAFETY RAC
a,'
a
0I°
-, w w
Lido
o,
-- - - - =- -� I a
w
_ ml
\\ -SYMM. ABOUT
_ SLOPE TO MATCH CHANNEL INVERT
STATION POINT
NOTE:
REFER TO HEADWALL
SCHEDULE FOR DIMENSIONS
1 CULVERT HEADWALL PLAN
16 NOT TO SCALE
s
16
-2' MIN. COV I ER COMPACTED
STRUCTURAL FILL
2.5 -{ 112" HEADWALL F
SAFETY RACK
D DIA. CSP
'WP O OF
T_�
INGWALL
A
RIPRAP PROTECTION
PER SCHEDULE
6" MAX.
N
F
A'
X
F
N
RIPRAP PROTECTION
D50=6 IN.
e- III -I-I e
e = 1 fi 1' -6" 1' -6" 1' -6" 1' -6" 1' -4' 1' -3" 11" 9" CTRS.
h - 2' 3' 4 5' 6' 7' 8' 9' 10' 1 1 '
" ' -8
C] 1-6 1 1' -10" 2' -0" 2' -2" 2' -4" 2'-6"
b = 1' -8" 2' -0" 2' -4" 2' -8" 3' -0" 3' -4" 3' -8" 4' -0" 4' -4" 4' -8"
w = 2' -8" 3' -2" 3' -8" 4' -2" 4' -8" 5' -2" 5' -8" 6' -2" 6' -8" 7' -2"
#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 12.1 14.3 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
401
601
601
401
INVERT OF CSP TO MATCH J 1' GRANULAR 403
INVERT OF APRON FILTER LAYER 12 OZ /yd2 NONWOVEN 403
8 SEE HEADWALL GEOTEXTILE
I•
I�
I•
II
I•
FOOTINGvBARS, PROJECT
12" MIN. INTO PIPE HEADWALL.
5 WING WALL DETAIL
16 NOT TO SCALE
12"
404 g q
K!
DETAIL
16 16 TYPICAL BAR
INSTALLATION
A CROSS SECTION A -A' 7 HEADWALL DETAIL
16 NOT TO SCALE 16 NOT TO SCALE
IF THE ABOVE BAR DOES
NOT SCALE I INCH THE
DRAWING SCALE IS ALTERED
ENGINEER'S STAMP
. \0 Ott.. �r�-: ,
^�
NO. REVISION DESCRIPTION THIS DRAWING Is NOT APPROVED DATE BY
UNLESS LAST REVISION IS RAND 1lRITTEN
2'
OF
WI
FILL S
SLOPE
;�5'1' MAX FOR 1.5:1 FILL E
EXPANSION JOINT
10"
SOPES, UNLIMITED FOR SLOPES M
MATERIAL
J40� S
FLATTER THAN 1.5:1
#4 A
ALONG
T T
TOP O
OF WALL -
--
2" CLEARANCE
T -
-
ONG T
T #
#4 @ 12" CENTERS
; :
-BARS ;
: -
TYPICAL WALL
401
601
601
401
INVERT OF CSP TO MATCH J 1' GRANULAR 403
INVERT OF APRON FILTER LAYER 12 OZ /yd2 NONWOVEN 403
8 SEE HEADWALL GEOTEXTILE
I•
I�
I•
II
I•
FOOTINGvBARS, PROJECT
12" MIN. INTO PIPE HEADWALL.
5 WING WALL DETAIL
16 NOT TO SCALE
12"
404 g q
K!
DETAIL
16 16 TYPICAL BAR
INSTALLATION
A CROSS SECTION A -A' 7 HEADWALL DETAIL
16 NOT TO SCALE 16 NOT TO SCALE
IF THE ABOVE BAR DOES
NOT SCALE I INCH THE
DRAWING SCALE IS ALTERED
ENGINEER'S STAMP
. \0 Ott.. �r�-: ,
^�
NO. REVISION DESCRIPTION THIS DRAWING Is NOT APPROVED DATE BY
UNLESS LAST REVISION IS RAND 1lRITTEN
2'
OF
WI
O
CONSTR. KEY ZNATE WITH
C -BARS d -BARS
12"
SIX #4 (SEE DETAIL) 12" 5„ R 3" CLEAR
#4 2, AR
BARS 18"
a b
w
3 WING WALL SECTION
16 NOT TO SCALE
HEADWALL SCHEDULE
HEADWALL CRUSHER CRUSHER HAUL ROAD HAUL ROAD BATEMAN TEMPORARY
LOCATION CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT
INLET OUTLET INLET OUTLET INLET 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 DEC. 118.3 DEG. 108.2 DEG 23.8 DEC
RIPRAP VL VL VL VL H VL
MINIMUM RIPRAP THICKNESS 12" 12" 12" 12" 36" 12"
HEADWALL FOR MULTIPLE PIPES
HEADWALL FOR SINGLE PIPE
D AP'VD N0. REVISION DESCRIPTION IINLE S LAST REVISION S HAND L(RITTEN
2002 RECORD DRAWING 8 aZ MRJ VG
REVISED, HEADWALL SCHEDULE 4/1/02 MRJ GE JFL
REVISED, HEADWALL SCHEDULE 7/26/01 MRJ GE JFL
REVISED, RE- ISSUED FOR CONSTRUCTION 7/10/01 SFD GE JFL
REVISED HEADWALL SCH., RE- ISSUED FOR CONSTRUCTION 7/10/00 MRJ GE JFL
ISSUED FOR CONSTRUCTION 6/9/00 MRJ JMJ JFL
ISSUED DRAFT 5/25/00 RB GE GE
Permit #: 101 5!)p Confidental ?:
Class: Type -Seq.:
From: 2C r G
To IVY1
Doc. Name
Doc. Date (if no date stamp): -'I
DATE I BY CHKD AP'VD
DATE
CLIENT
PRINT ISSUE RECORD
DATE
2"
TITLE
t - .HEADWALL -:
- � - - 2
OPTIONAL NOTCH
OPTIONAL MATERIAL
403
12"
-- J
TOP OF
WINGWALL /
4 /
REBARS FROM WINGWALL
/ FOOTING CONTINUE INTO THE
HEADWALL
...■. ■n• u w � � r+/1�161Cl�TIIIAI r1CT D ��
NOT TO SCALE
1_1 Imo- 2„ (TWO EACH TIE)
402 w
d
Var. I Q
402 Q >
8" � _ 8'=.] 404
401 402 403
BAR BENDING DETAILS
16 NOT TO SCALE
20"
601
D =B +8"
NOTES:
1. EXPANSION JOINT MATERIAL SHALL CONFORM TO AASHTO M 213
FOR PAYMENT
ONCRETE, (BOX OCULVERT )L OR BE (WALL) ED IN THE PRICE
2. REINFORCING STEEL SHALL BE GRADE 60.
3. THE MINIMUM SPLICE LENGTH FOR COMMON 12AR SHALL BE:
B R SIZLENGTH #4 " WECOVED
4. CONCRETE SHALL BE CLASS A OR B. SEP p 3
5. HEADWALL SHALL BE PERPENDICULAR TO OT CULVERT U AND S
QUANRTIITIES MUOSTNBEO ADJUSTED 1FORTSBKE ED INSTALLAT QQ 44Y
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
W Cripple Creek & Victor Gold Mining Company
Cresson Project
&V A Joint Venture - AngloGold (Colorado) Corp., Manager
PHASE IV
SURFACE WATER DIVERSION DETALS, SHEET 2 OF 2
DRAWN DB DATE MAY, 2000
C xm GE X09 No. 003 -2142
RMEM GE DIGITAL No. D038
APPROVRD JFL
scALR AS SHOWN °'c�
300_IAKKEWOOD. COLORADO eo2zB FILE No. 2142DO38 �6 5
44 UNION BLVD. SUITE
PHONE: (303)980
FILL S
SLOPE
;�5'1' MAX FOR 1.5:1 FILL E
EXPANSION JOINT
10"
SOPES, UNLIMITED FOR SLOPES M
MATERIAL
J40� S
FLATTER THAN 1.5:1
#4 A
ALONG
T T
TOP O
OF WALL -
--
2" CLEARANCE
T -
-
ONG T
T #
#4 @ 12" CENTERS
; :
-BARS ;
: -
N/INGWALL-
4" DIA. WEEP HOLES AT 10' F
FRONT
h M
MAXIMUM INTERVALS V
VIEW
y a/2 -
-
3.5 "x 1.5" T
TOP VIEW
T C -BARS O
12"
SIX #4 (SEE DETAIL) 12" 5„ R 3" CLEAR
#4 2, AR
BARS 18"
a b
w
3 WING WALL SECTION
16 NOT TO SCALE
HEADWALL SCHEDULE
HEADWALL CRUSHER CRUSHER HAUL ROAD HAUL ROAD BATEMAN TEMPORARY
LOCATION CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT
INLET OUTLET INLET OUTLET INLET 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 DEC. 118.3 DEG. 108.2 DEG 23.8 DEC
RIPRAP VL VL VL VL H VL
MINIMUM RIPRAP THICKNESS 12" 12" 12" 12" 36" 12"
HEADWALL FOR MULTIPLE PIPES
HEADWALL FOR SINGLE PIPE
D AP'VD N0. REVISION DESCRIPTION IINLE S LAST REVISION S HAND L(RITTEN
2002 RECORD DRAWING 8 aZ MRJ VG
REVISED, HEADWALL SCHEDULE 4/1/02 MRJ GE JFL
REVISED, HEADWALL SCHEDULE 7/26/01 MRJ GE JFL
REVISED, RE- ISSUED FOR CONSTRUCTION 7/10/01 SFD GE JFL
REVISED HEADWALL SCH., RE- ISSUED FOR CONSTRUCTION 7/10/00 MRJ GE JFL
ISSUED FOR CONSTRUCTION 6/9/00 MRJ JMJ JFL
ISSUED DRAFT 5/25/00 RB GE GE
Permit #: 101 5!)p Confidental ?:
Class: Type -Seq.:
From: 2C r G
To IVY1
Doc. Name
Doc. Date (if no date stamp): -'I
DATE I BY CHKD AP'VD
DATE
CLIENT
PRINT ISSUE RECORD
DATE
2"
TITLE
t - .HEADWALL -:
- � - - 2
OPTIONAL NOTCH
OPTIONAL MATERIAL
403
12"
-- J
TOP OF
WINGWALL /
4 /
REBARS FROM WINGWALL
/ FOOTING CONTINUE INTO THE
HEADWALL
...■. ■n• u w � � r+/1�161Cl�TIIIAI r1CT D ��
NOT TO SCALE
1_1 Imo- 2„ (TWO EACH TIE)
402 w
d
Var. I Q
402 Q >
8" � _ 8'=.] 404
401 402 403
BAR BENDING DETAILS
16 NOT TO SCALE
20"
601
D =B +8"
NOTES:
1. EXPANSION JOINT MATERIAL SHALL CONFORM TO AASHTO M 213
FOR PAYMENT
ONCRETE, (BOX OCULVERT )L OR BE (WALL) ED IN THE PRICE
2. REINFORCING STEEL SHALL BE GRADE 60.
3. THE MINIMUM SPLICE LENGTH FOR COMMON 12AR SHALL BE:
B R SIZLENGTH #4 " WECOVED
4. CONCRETE SHALL BE CLASS A OR B. SEP p 3
5. HEADWALL SHALL BE PERPENDICULAR TO OT CULVERT U AND S
QUANRTIITIES MUOSTNBEO ADJUSTED 1FORTSBKE ED INSTALLAT QQ 44Y
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
W Cripple Creek & Victor Gold Mining Company
Cresson Project
&V A Joint Venture - AngloGold (Colorado) Corp., Manager
PHASE IV
SURFACE WATER DIVERSION DETALS, SHEET 2 OF 2
DRAWN DB DATE MAY, 2000
C xm GE X09 No. 003 -2142
RMEM GE DIGITAL No. D038
APPROVRD JFL
scALR AS SHOWN °'c�
300_IAKKEWOOD. COLORADO eo2zB FILE No. 2142DO38 �6 5
44 UNION BLVD. SUITE
PHONE: (303)980
HEADWALL FOR MULTIPLE PIPES
HEADWALL FOR SINGLE PIPE
D AP'VD N0. REVISION DESCRIPTION IINLE S LAST REVISION S HAND L(RITTEN
2002 RECORD DRAWING 8 aZ MRJ VG
REVISED, HEADWALL SCHEDULE 4/1/02 MRJ GE JFL
REVISED, HEADWALL SCHEDULE 7/26/01 MRJ GE JFL
REVISED, RE- ISSUED FOR CONSTRUCTION 7/10/01 SFD GE JFL
REVISED HEADWALL SCH., RE- ISSUED FOR CONSTRUCTION 7/10/00 MRJ GE JFL
ISSUED FOR CONSTRUCTION 6/9/00 MRJ JMJ JFL
ISSUED DRAFT 5/25/00 RB GE GE
Permit #: 101 5!)p Confidental ?:
Class: Type -Seq.:
From: 2C r G
To IVY1
Doc. Name
Doc. Date (if no date stamp): -'I
DATE I BY CHKD AP'VD
DATE
CLIENT
PRINT ISSUE RECORD
DATE
2"
TITLE
t - .HEADWALL -:
- � - - 2
OPTIONAL NOTCH
OPTIONAL MATERIAL
403
12"
-- J
TOP OF
WINGWALL /
4 /
REBARS FROM WINGWALL
/ FOOTING CONTINUE INTO THE
HEADWALL
...■. ■n• u w � � r+/1�161Cl�TIIIAI r1CT D ��
NOT TO SCALE
1_1 Imo- 2„ (TWO EACH TIE)
402 w
d
Var. I Q
402 Q >
8" � _ 8'=.] 404
401 402 403
BAR BENDING DETAILS
16 NOT TO SCALE
20"
601
D =B +8"
NOTES:
1. EXPANSION JOINT MATERIAL SHALL CONFORM TO AASHTO M 213
FOR PAYMENT
ONCRETE, (BOX OCULVERT )L OR BE (WALL) ED IN THE PRICE
2. REINFORCING STEEL SHALL BE GRADE 60.
3. THE MINIMUM SPLICE LENGTH FOR COMMON 12AR SHALL BE:
B R SIZLENGTH #4 " WECOVED
4. CONCRETE SHALL BE CLASS A OR B. SEP p 3
5. HEADWALL SHALL BE PERPENDICULAR TO OT CULVERT U AND S
QUANRTIITIES MUOSTNBEO ADJUSTED 1FORTSBKE ED INSTALLAT QQ 44Y
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
W Cripple Creek & Victor Gold Mining Company
Cresson Project
&V A Joint Venture - AngloGold (Colorado) Corp., Manager
PHASE IV
SURFACE WATER DIVERSION DETALS, SHEET 2 OF 2
DRAWN DB DATE MAY, 2000
C xm GE X09 No. 003 -2142
RMEM GE DIGITAL No. D038
APPROVRD JFL
scALR AS SHOWN °'c�
300_IAKKEWOOD. COLORADO eo2zB FILE No. 2142DO38 �6 5
44 UNION BLVD. SUITE
PHONE: (303)980
Permit #: 101 5!)p Confidental ?:
Class: Type -Seq.:
From: 2C r G
To IVY1
Doc. Name
Doc. Date (if no date stamp): -'I
DATE I BY CHKD AP'VD
DATE
CLIENT
PRINT ISSUE RECORD
DATE
2"
TITLE
t - .HEADWALL -:
- � - - 2
OPTIONAL NOTCH
OPTIONAL MATERIAL
403
12"
-- J
TOP OF
WINGWALL /
4 /
REBARS FROM WINGWALL
/ FOOTING CONTINUE INTO THE
HEADWALL
...■. ■n• u w � � r+/1�161Cl�TIIIAI r1CT D ��
NOT TO SCALE
1_1 Imo- 2„ (TWO EACH TIE)
402 w
d
Var. I Q
402 Q >
8" � _ 8'=.] 404
401 402 403
BAR BENDING DETAILS
16 NOT TO SCALE
20"
601
D =B +8"
NOTES:
1. EXPANSION JOINT MATERIAL SHALL CONFORM TO AASHTO M 213
FOR PAYMENT
ONCRETE, (BOX OCULVERT )L OR BE (WALL) ED IN THE PRICE
2. REINFORCING STEEL SHALL BE GRADE 60.
3. THE MINIMUM SPLICE LENGTH FOR COMMON 12AR SHALL BE:
B R SIZLENGTH #4 " WECOVED
4. CONCRETE SHALL BE CLASS A OR B. SEP p 3
5. HEADWALL SHALL BE PERPENDICULAR TO OT CULVERT U AND S
QUANRTIITIES MUOSTNBEO ADJUSTED 1FORTSBKE ED INSTALLAT QQ 44Y
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
W Cripple Creek & Victor Gold Mining Company
Cresson Project
&V A Joint Venture - AngloGold (Colorado) Corp., Manager
PHASE IV
SURFACE WATER DIVERSION DETALS, SHEET 2 OF 2
DRAWN DB DATE MAY, 2000
C xm GE X09 No. 003 -2142
RMEM GE DIGITAL No. D038
APPROVRD JFL
scALR AS SHOWN °'c�
300_IAKKEWOOD. COLORADO eo2zB FILE No. 2142DO38 �6 5
44 UNION BLVD. SUITE
PHONE: (303)980