2012-04-10_REVISION - M1981185 ‎(38)‎

• Permit No: M1981185
• IBM Index Class Name: Revision
• Doc Date: 4/10/2012
• Doc Name: CDOT STANDARD DETAILS
• From: WILDCAT MINING CORP.
• To: DRMS
• Type & Sequence: TR2
• Email Name: DMC
• Email Name: SSS
• Media Type: M
• Archive: No

uonuun rno eiuwr mnr HFAnWAII FOR nOI1RiF PIPF
WINGWALL
5x
CH
INTO
FRONT
MEW
TOP OF
WINGWALL
TYPICAL BAR LAYOUT FOR CONCRETE HEADWALLS
°HEADWALL= 2"2 (TWO (TWO EACH TIE) 120� MIN. 1
402 y 4 �" ,0.
1 402
8'--I 601
401 402 403 404
2e RIGID PIPE = Be + 6"
eV FLEXIBLE PIPE = Bo + 8"
T
D. = FLEXIBLE ARCH = SPAN + 8"
STRUCTURAL PLATE ARCH = RISE + 8"
OPTIONAL NOTCH BAR BENDING
OPTIONAL FILLET
REINFORCING BARS
/ FROM WINGWALL
FOOTING INTO
THE HEADWALL
/
/
/
TOP VIEW
WINGWALL
CONNECTION
12"
4 "z4'
BEVEL
YPICAL WALL 12'
T
_ ^
403
d
a;
'fi" 210.
20"
l II • •I
404
402
1 1
1
�
01-
404 Ba
404
1 I
I I
401
+ 56°
d
403
36"
36•
403
FT. -IN.
IN.
--- X ---I X
Be
X 1 ~I
A
X1
20"
y
X2 Ba y
y= B
Be X
X2 Ba .. - Be X2
SGL
Ba +
+ 56°
d
d 3
IN.
36•
IN.
FT. -IN.
IN.
Ff. -IN.
IN.
IN.
IN.
Full Path: www .dot.state.co.us /DesignSupport/
.75 Ba +12"
DIMENSIONS
QUANTITIES
Ba
Be
X
A
X1
Al
y
B
X2
CONCRETE
STEEL ■
SGL
DBL
SGL
DBL
IN.
IN.
FT.-IN.
IN.
FT. -IN.
IN.
Ff. -IN.
IN.
IN.
IN.
Full Path: www .dot.state.co.us /DesignSupport/
Sheet Revisions
CU. YD.
CU. YD.
LBS.
LBS.
54
B -6
CU.YD,
CU.YD.
LBS.
LBS.
54
65
8 -9
81/2
15 -6
7
9 -2
17
20
2.12
3.55
209
364
60
72
9 -6
7
17 -0
10
9 -8
11
21
2.35
3.99
236
414
66
79
10 -3
11 2
18 -6
7
10 -2
14
22
2.60
4.44
249
453
72
B6
11 -0
10
20 -0
10
10 -8
17
23
2.85
4.91
270
476
78
93
11 -9
B 2
21 -3
11
11 -2
11
24
3.11
5.29
306
527
84
100
12 -6
7
22 -6
7
11 -8
14
25
3.38
5.68
333
572
3.62
6.79
-
11 2
-
8T2
-
24 -0
6
.6
12
3.84
7.21
96
114
14 -0
10
25 -0
10
12 -8
11
27
3.94
6.48
379
649
102
121
14 -9
81/2
26 -3
111/2
13 -2
14
28
4.24
6.09
400
664
108
128
15 -6
7
27 -6
7
13 -8
17
29
4.54
7.30
424
707
HEADWALL FOR RIGID ROUND PIPE
TYPICAL
TOP VIEW
IX ^�-1I� I X1 -
1 I 16' I
Ba
^ BIB
DIMENSIONS
Ba Ba A ^ Bc
336' ° e "a_ d.
2 Ba+ A + 48 °-
QUANTITIES
Ba
X
A
X1
AT
y
8
CONCRETE
STEEL ■
SGL
DBL
SGL
DBL
IN.
FT. IN.
IN.
FT. -IN.
IN.
FT.-IN.
IN.
FT. -IN.
IN.
FT. -IN.
IN.
IN.
Full Path: www .dot.state.co.us /DesignSupport/
Sheet Revisions
CU. YD.
CU. YD.
LBS.
LBS.
54
B -6
7
15 -3
1112
8 -10
15
2.19
3.81
211
358
60
9 -0
10
16 -6
7
9 -4
18
2.38
4.25
217
396
66
9 -6
7
17 -9
81 z
9 -10
12
2.58
4.70
252
454
72
10 -0
10
19 -0
10
10 -4
15
2.78
5.17
255
472
78
10 -6
7
20 -0
10
10 -10
18
2.98
5.56
276
499
84
11 -0
10
21 -0
10
11 -4
12
3.19
5.95
297
553
90
11 -6
7
22 -0
10
11 -10
15
3.40
6.36
317
517
96
12 -0
10
23 -0
10
12 -4
18
3.62
6.79
321
597
102
12 -6
7
24 -0
10
12 -10
12
3.84
7.21
364
663
108
13 -0
10
25 -0
10
13 -4
15
4.06
7.63
362
678
HEADWALL FOR FLEXIBLE ROUND PIPE
#4 x 2' -0°
FLOW ®1 -6°
PROJECT 1' -0` INTO
CENTER OF APRON
(SEE NOTE 6)
TYPICAL BAR 1 HEADWALL
INSTALLATION APRON Ly
GENERAL NOTES
1. CONCRETE SHALL BE CLASS B.
2. HEADWALL SHALL BE PERPENDICULAR TO THE PIPE Cy UNLESS OTHERWISE SHOWN ON THE
PLANS. TABULATED DIMENSIONS AND QUANTITIES MUST BE ADJUSTED FOR SKEWED INSTALLATIONS.
3. FOR WINGWALL DETAIIS, SEE STANDARD PLAN M- 601 -20.
4. VOLUME OCCUPIED BY PIPE HAS BEEN DEDUCTED FROM STEEL AND CONCRETE QUANTITIES.
5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED a/ IN.
6. ALL REINFORCING BARS SHALL HAVE A 2 IN. MINIMUM CLEARANCE.
A WHEN TWO OR MORE PIPES ARET WD SIDE BY SIDE, THEY SHALL BE PLACED SO THAT
THE ADJACENT PIPES WILL BE /2 INSIDE DIAMETER APART, OR % INSIDE SPAN APART,
OR 3 FT. APART (INCLUDING WALL THICKNESS), WHICHEVER IS LESS.
■ ADD 0.89 x (X OR Xl) (LB.) WHEN APRON IS REQUIRED
X
SPAN
X1
X
A
16°
Al
24" SPAN 24"
RISE
+52" RISE
24° SPAN 36'` SPAN 24"
SGL
DBL
SGL
SPAN + 84" -�
SPAN + 48° -�
12
DIMENSIONS
QUANNNES
EQUIV.
SPAN
RISE
X
A
X7
Al
y
B
CONCRETE
STEEL ■
SGL
DBL
SGL
DBL
N
IN.
IN.
Ff. -IN.
IN.
FT. -IN.
IN.
FT. -IN.
IN.
IN.
Full Path: www .dot.state.co.us /DesignSupport/
Sheet Revisions
FACTOR
(cosecAo)
1.000
1.004
1.015
1.035
CU. YD.
CU. YD.
LEIS.
LBS.
72
81
59
10 -9
81/2
2D -6
7
9 -3
1712
2.72
5.10
250
467
78
87
63
11 -3
111/2
21 -6
7
9 -7
101/2
2.85
5.34
275
531
84
95
67
11 -9
812
22 -10
9
9 -11
1212
3.08
5.79
290
547
90
103
71
12 -7
71/2
24 -2
11
10 -3
15
3.30
6.211
321
591
96
112
75
13 -4
12
25 -8
8
10 -7
1612
3.52
6.65
314
606
102
117
79
13 -9
81/2
26 -6
7
10 -11
912
3.63
6.86
356
672
108
128
83
14 -6
8
28 -4
12
11 -3
1112
3.96
7.511
376
699
1„ �. 1.. � :J II •
EQUIV.
SPAN
RISE
X
A
XI
Al
y
B
CONCRETE
STEEL ■
SGL
DBL
SGL
DBL
Ba
FT. -IN.
Fr. -IN.
FF. -IN.
IN.
Fr. -IN.
IN.
Fr. IN.
IN.
IN.
Full Path: www .dot.state.co.us /DesignSupport/
Sheet Revisions
FACTOR
(cosecAo)
1.000
1.004
1.015
1.035
U. YD.
C1U, YD.
LBS.
LBS.
66
6 -1
4 -7
10 -1
101 /2
19 -2
11
8 -11
1512
2.52
4.70
232
424
75
7 -0
5 -1
11 -0
10
21 -0
10
9 -5
91/2
2.80
5.25
282
509
84
7 -11
5 -7
11 -11
912
22 -10
9
9 -11
121y
3.08
5.79
291
540
93
8 -10
6 -1
12 -10
9
24 -8
8
10 -5
15 /2
3.36
6.33
309
622
102
9 -9
6 -7
13 -9
81 /g
26 -6
7
16 -11
912
3.63
6.86
379
673
111
10 -11
7 -1
14 -11
91/2
28 -10
9
11 -5
121/2
4.05
7.67
377
711
120
11 -10
7 -7
15 -10
9
30 -8
8
11 -11
1512
4.36
8.28
395
731
132
12 -10
8 -4
16 -10
9
32 -8
8
12 -8
11
4.75
9.03
441
839
141
14 -1
8 -9
18 -1
101/2
35 -2
11
13 -1
1312
5.17
9.86
448
931
150
15 -4
9 -3
19 -4
12
37 -8
8
13 -7
161/2
5.69
110.88
490
953
159
15 -10
9 -10
19 -10
9
38 -8
8
14 -2
11
5.89
11.25
534
1019
INLET' OUTLET
90
65
60
75
70
65
60
55
50
45
40
39
30
ANGLE a
OT Denver, Colorado 80222
401' -6°
e CONC.CU.YD. /LF.
ENDS OF
FLEXIBLE PIPE
ENDS OF
RIGID PIPE
SKEW FACTOR
TABLE
9.3
M- 601
-10
Full Path: www .dot.state.co.us /DesignSupport/
Sheet Revisions
FACTOR
(cosecAo)
1.000
1.004
1.015
1.035
1.064
1.103
1.155
1.221
1.305
1.414
1.556
1.743
2.000
INLET' OUTLET
INLET OUTLET WHEN APRON IS REOUIRED
Date:
2'
Comments
4201 East Arkansas Avenue
V -0"
V -2'
b =
V -8"
Last Modification Date: 07/04/06 Initials: LTA
_
®
2' -8°
3' -2"
c & d BARS
OT Denver, Colorado 80222
401' -6°
e CONC.CU.YD. /LF.
ENDS OF
FLEXIBLE PIPE
ENDS OF
RIGID PIPE
SKEW FACTOR
TABLE
9.3
M- 601
-10
Full Path: www .dot.state.co.us /DesignSupport/
Sheet Revisions
Colorado Department of Transportation
HEADWALLS
;�� Phone: [phone]
STANDARD PLAN No
Creation Date: 07/04/06 Initials: SJR
®
Date:
2'
Comments
4201 East Arkansas Avenue
V -0"
V -2'
b =
V -8"
Last Modification Date: 07/04/06 Initials: LTA
_
®
2' -8°
3' -2"
c & d BARS
OT Denver, Colorado 80222
401' -6°
e CONC.CU.YD. /LF.
0.161
0.210
* REINF. LB. /LF.
8.0
9.3
M- 601
-10
Full Path: www .dot.state.co.us /DesignSupport/
DESIGN FOOTING
;�� Phone: [phone]
FOR
PIPES
Drawing File Name: 6 01 01 0 01 01.dwg
Fax: [phone]
Project Development Branch SRJ/LTA
Sheet No.
1 of 1
CAD Ver.: Microstation V8 Scale: Not to Scale Units: English
Issued By. Project Development Branch On July 04, 2006
GENERAL NOTES
1. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN.
2. WINGWALL FOOTINGS AND FLOOR OF BOX CULVERT SHALL BE
PLACED MONOLITHICALLY.
3. DIMENSIONS "h` `Bu" "RISE", "k°, "L ", "m° AND ANGLES FOR
WINGWALLS SHALL BE AS SHOWN ON THE PLANS.
4. REINFORCING STEEL SHALL BE GRADE 60.
5. THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE
BAR #4 - #5 #6
SPLICE LENGTH V -3" 1' -7" 2' -0"
e =I
h=
1 -o
I I -o I
2'
3'
a =
V -0"
V -2'
b =
V -8"
2' -0"
w =
2' -8°
3' -2"
c & d BARS
401' -6"
401' -6°
e CONC.CU.YD. /LF.
0.161
0.210
* REINF. LB. /LF.
8.0
9.3
x DOES NOT INCLUDE TOE WALL
QUANTITIES
DESIGN FOOTING
3' -8" L'i 2°
USE DESIGN FOR
Full Path: www.dot.state.co.u:
Drawing File Name: 60102001
CAD Ver.: Microstation V8 Scale: I
IRIiG118i.911:a
aa�
��
I:a4
I:a4
I:a1
smam
#4 ALONG i
TTOP OF WALL
T
T
LONG T-�_
c -BARS
T
h a
FILL SLOPE _ -{
101 1_=1' 5' -0 MAX. FOR 11/2 :1 SLOPE
UNLIMITED FOR SLOPES FLATTER THAN 11/2 :1
2° CLR. �I
#4 0 1' -0'
/2 IF REQUIRED, DRAINAGE BEHIND
SHORT c -BARS WINGWALLS WILL BE SPECIFIED
ALTERNATE WITH AND PAID FOR AS SHOWN
LONG c -BARS ON THE PLANS
CTRS.
CTRS.
3 1/2 "x11/2 I _
CONSTR. KEY d _BARS
2" CLR.
5 ^R, 6 #4 (SEE DETAIL "A")
In -{
I_ w L e
Ir- .,,....... .._.._.,.. 11
SKEWED HEADWALL, IF
SPECIFIED ON PLANS
FL OF ROADWAY
STATIONING
FLOW' l
LOCATION OF CBC
# f - - -� L - - -� TOE WA��'
BARS
3 -0 3 "CLR, INLET APRON IS
REQUIRED IF CBC
#4 rAT IS USED AS AN
ANIMAL PASS
TYPICAL CULVERT LAYOUT
QUANTITIES FOR TOE WALL ONLY #4 0 1' -6"
CONCRETE 0.049 .4 1 YD. /TIN. FT� -'
REINFORCEMENT 3.4 L8. /UN. FT,
1 p4 CED
BAR
II 5
1 8` F-
APRON
TOE WALL
8" �-
WITH TOE WALL
/ �SKEW
_J
/STATION
VCRETE APRON, IF SPECIFIED ON PLANS
JOINT
CDC HEADWALL
0
#5 x :y�® 12' CENTERS
EACH FACE: BARS
PROJECT 2' -0" MIN. /
INTO WINGWALL
SIX LONGITUDINAL
#4 FOOTING BARS,
PROJECT 1' -0' MIN.
INTO CULVERT FLOOR
FOR PIPE HEADWALL
(SEE M- 601 -10)
FINISHED
DESIGN DATA:
0° UNIT STRESSES: fs = 24,000 PSI
UN.
to = 1,200 PSI
n =9
J L - - - - -1 EQUIVALENT FLUID PRESSURE = 36 LBS. //CU, Fr. T
J MAXIMUM TOE PRESSURE = 1 TON/SQ. FF.
ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED X
#4 x 2' -0" 0 V -60 BEFORE CONCRETE IS POURED.
WITH CONCRETE APRON WINGWALL AND APRON CONCRETE SHALL BE:
REINFORCEMENT 0.89 LB./SQ. FT. CONCRETE CLASS B, OR D (BOX CULVERT) FOR CBC's. �� /j
CONCRETE CUSS B, OR D (WALL) FOR PIPES.
LIVE LOAD SURCHARGE HAS NOT BEEN CONSIDERED. WALLS
WITHIN h/2 OF THE EDGE OF THE ROADWAY SHOULDER WILL
REQUIRE A SPECIAL DESIGN IN ACCORDANCE WITH AASHTO
STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES.
CULVERT INVERT
BOX ELEVATION
m = h, Be OR RISE + (1' -4')
UNLESS OTHERWISE SHOWN ON PLANS
s Colorado Department of Transportation WINGWALLS FOR PIPE STANDARD PLAN No.
s 4201 East Arkansas Avenue
DOT Denver, Colorado 80222 OR BOX CULVERTS M- 601 -20
Phone: [phone]
Fax: [phone]
Project Development Branch SRJATA Issued By. Project Development Branch On July 04, 2006 Sheet No. 1 of 1
APR 2 3 2012
Division of Reclamatioh
Mining g safety
ED
GRAND UNC 10 201
REC(g yAT101V O & g OFFICC
CLC ASSL3EIATES
0460 E. ORCHARD RD.
SUITE 2000
GREENWOOD VILLAGE
COLORADO
P 303 770 5600 5600
F 303 770 2349
c LCnss DC.cON
ARCHITECTURE
ENGINEERING PLANNING
LANDSCAPE ARCHITECTURE
LAND SURVEYING
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IPREPARED UNDER THE
DIRECT SUPERVISION OF
DANIEL J. MADRUGA
COLORADO REGISTRATION
NO. 36634 FOR AND
ON BEHALF OF
OLD ASSOCIATES, INC.
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PROJECT #: 1 1 .0074
DRAWN BY: JJA
DESIGNED BY: GBG
CHECKED BY: DJM
C6.9 1
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