2012-04-10_REVISION - M1981185 ‎(42)‎

• 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

DIAMETER
OR
SPAN
I I
_j
PIPE ARCH
FOR IN. THRU 36 IN.
ROUND D PIPE WITH ANNULAR
D IMENSIONS
PIPE
THICKNESS
H
L
W
T
36
THICK-
DIA
NHS
A
I B
I HI
L
W
T
IN.
GALV RIVETS OR BOLTS SPOT WELDS OR
(t1'
12
0.064
1 6
1 6
6
21
24
34
18
0.064
8
10
6
31
36
46
21
0.064
9
12
6
36
42
52
24
0.064
10
13
6
41
48
58
30
0.079
12
16
8
51
60
70
36
0.079
14
19
9
60
72
94
42
0.109
16
22
11
69
84
106
48
0.109
18
27
12
78
90
112
54
0.109
18
30
12
84
102
124
60
0.109
18
33
12
87
114
136
66
0.109
18
36
12
87
120
142
72
0.109
18
39
12
87
126
148
78
0.109
18
42
12
87
132
154
84
18
1 45
1 12
1 87
1 138
160
DIAMETER
OR
SPAN
I I
_j
PIPE ARCH
FOR IN. THRU 36 IN.
ROUND D PIPE WITH ANNULAR
DIMENSIONS
A
B
H
L
W
T
36
THICK-
A f- W A
NHS
TOE PLATE (FIELD- BOLTED) TOE PLATE (FIELD - BOLTED)
UNLESS RECORRUGATED.
UNLESS RECORRUGATED.
A 24 IN. MIN. LENGTH OF ANNULAR PIPE WITH
ELEVATIONS
96
SPAN x RISE
GALV RIVETS OR BOLTS SPOT WELDS OR
(t1'
(MAX.)
(t1
(t1.5-)
(t2-)
24
IN.
21 x 15
0.064
7
10
6
23
36
46
24 x 18
0.064
8
12
6
28
42
52
28 x 20
0.064
9
14
6
32
48
58
35 x 24
0.079
10
15
6
39
60
70
42 x 29
0.079
12
18
B
46
75
85
49 x 33
0.109
13
21
9
53
85
103
57 x 38
0.109
18
26
12
63
90
108
64 x 43
0.109
18
30
12
70
102
120
71 x 47
0.109
18
33
12
77
114
132
UK NISt
;1;603! CIA { la \ REINFORCED
. �A1a4�1
THREADED ROD OR PIPE PAY LENGTH, REDGE
EM L
ACCEPTABLE EgUIV. CULVERT PAY LENGTH, ITEM 617
ROD
CONNECTOR HOLDER
�p� LUG �p� e� �p�
TYPE 1 TYPE 2 TYPE 3
FO
FOR IN. THRU 24 IN.
ROUND D PIPE WITH ANNULAR
FOR IN. THRU 36 IN.
ROUND D PIPE WITH ANNULAR
R 42 IN. IN. ROUND PIPE
WITH ANNULAR R CORRUGATIONS UGATIONS AND ALL
T '�
T
CORRUGATIONS. NOT TO BE USED
CORRUGATIONS. NOT TO BE USED
SIZES WITH HELICAL CORRUGATIONS AND FOR
78
36
-�
A f- W A
— FLEXIBLE PIPE ARCH
TOE PLATE (FIELD- BOLTED) TOE PLATE (FIELD - BOLTED)
UNLESS RECORRUGATED.
UNLESS RECORRUGATED.
A 24 IN. MIN. LENGTH OF ANNULAR PIPE WITH
ELEVATIONS
96
60
GALV RIVETS OR BOLTS SPOT WELDS OR
18
36
96
72
42
24
FLEXIBLE
96
ROUND
PIPE
28
—yy
PLAN VIEW HOLES FOR TOE PLATE, AT HOLES FOR TOE PLATE, AT
84
54
30
36
96
90
DA i TM
36
36
r--, \ 12' C. TO C. MAX SPACING 12' C. TO C. MAX SPACING
UK NISt
;1;603! CIA { la \ REINFORCED
. �A1a4�1
THREADED ROD OR PIPE PAY LENGTH, REDGE
EM L
ACCEPTABLE EgUIV. CULVERT PAY LENGTH, ITEM 617
ROD
CONNECTOR HOLDER
�p� LUG �p� e� �p�
TYPE 1 TYPE 2 TYPE 3
FO
FOR IN. THRU 24 IN.
ROUND D PIPE WITH ANNULAR
FOR IN. THRU 36 IN.
ROUND D PIPE WITH ANNULAR
R 42 IN. IN. ROUND PIPE
WITH ANNULAR R CORRUGATIONS UGATIONS AND ALL
T '�
T
CORRUGATIONS. NOT TO BE USED
CORRUGATIONS. NOT TO BE USED
SIZES WITH HELICAL CORRUGATIONS AND FOR
78
36
ON HELICALLY - FORMED PIPE
ON HELICALLY - FORMED PIPE
ALL METAL PIPE ARCH CULVERTS. SHOP ATTACH
TOE PLATE (FIELD- BOLTED) TOE PLATE (FIELD - BOLTED)
UNLESS RECORRUGATED.
UNLESS RECORRUGATED.
A 24 IN. MIN. LENGTH OF ANNULAR PIPE WITH
ELEVATIONS
96
60
GALV RIVETS OR BOLTS SPOT WELDS OR
18
2 IN. LONG SKIP WELDS ON 8 IN. CTRS.
REPAIR BURNT GALVANIZING IN ACCORDANCE
TYPICAL CONNECTIONS WITH SUBSECTION 707.09.
END SECTION AND CONNECTION DETAILS FOR ROUND AND ARCH METAL PIPES
E
1
T i-- C --i
DIA. JA
PIPE
DIMENSIONS
L
A I C I L E
IN.
18
10
48
78
36
24
10
48
78
48
30
14
36
96
60
36
18
36
96
72
42
24
36
96
78
48
28
24
96
84
54
30
36
96
90
60
36
36
96
96
72
34
20
96
108
MASTIC SHALL BE
WHEN REQUIRED.
TAPPLIED
\
TAPERED SLEEVE
N
SHALL BE 12 GAGE
OVERALL
WIDTH
SMOOTH GALVANIZED
LENGTH (L)
STEEL CONFORMING —zz7,—
TO AASHTO M 218
8
SEE DETAIL A
I/
—�J
I�L
E
SECTION X -X END VIEW L"` X
END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE
Computer File Information Sheet Revisions
Creation Date: 07/04/06 Initials: SJR ® Date: Comments
Last Modification Date: 07/04/06 Initials: LTA
Full Path: www.dot.state.co.us/DesignSupport/
Drawing File Name: 6030100102.dw2
CAD Ver.: MicroStatien VS Scale: Not to Scale Units: English
t
°IPE
DIA
1
SIDE VIEW OF END SECTION - ALTERNATIVE 1
ROLLED TIGHTLY AGAINST
EDGE OF SIDE WALL SHEET
STEEL ROD
MIN. ' /16" DIA
GALVANIZED STEEL ROD
OR j)4 GALVANIZED
REINFORCING BAR
SECTION A -A
BARS
PIPE
DIA
(IN.)
MIN.
THICK
(IN.)
DIMENSION (IN.)
A
N
W
OVERALL
WIDTH
SLOPE
LENGTH (L)
15
.064
8
6
21
37
6:1
30
18
.064
8
6
24
40
6:1
4B
21
.064
8
6
27
43
6:1
66
24
.079
8
72
330
46
6:1
84
30
.079
12
9
36
60
6:1
120
36
.109
12
9
42
66
6:1
156
Creation Date: 07/04/06
Last Modification Date: 07
Initials: SJR
Initials: LTA
ipport/
Scale: Not to Scale Units: English
WELD '
OR RIVET
END SECTION
TO SLEEVE
1�
D -1/4"
D + 1 /8'
D z (MIN.)
IN.
EQUIVALENT
18 - 24
12
30 AND 36
16
42 AND LARGER
24
GENERAL NOTES
1. DIMENSIONS OF END SECTIONS MAY VARY SLIGHTLY FROM THOSE SHOWN ON THE TABLES DUE
TO DIFFERENT MANUFACTURERS' CONFIGURATIONS,
2. CONCRETE END SECTIONS SHALL BE FURNISHED WITH TONGUE OR GROOVE AS REQUIRED.
3. DESIGN LENGTH OF PIPE OR SIDE DRAIN IS BASED ON LENGTH OF END SECTION SHOWN
IN TABLE, ANY ADDITIONAL PIPE REQUIRED TO PROVIDE THE DESIGN LENGTH SHALL BE
FURNISHED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT.
4. THE INSIDE CONFIGURATION AND THE JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH.
5. END SECTIONS FOR CMP ARCH PIPE SHALL MATCH THE DIMENSIONS OF THE PIPE SHOWN
ON THE PLANS.
6. GALVANIZED TOE PLATE AS SHOWN IS REQUIRED ON END SECTIONS FOR CORRUGATED,
STEEL PIPE AND SHALL BE THE SAME THICKNESS AS END SECTIONS. TOE PLATE SHALL
BE FIELD- BOLTED TO END SECTION WITH A/A IN. GALVANIZED BOLTS, NUTS AND WASHERS.
7. GALVANIZED STEEL SHALL CONFORM TO AASHTO M 111, M 218 OR M 232.
8. FOR TYPE SD END SECTIONS, BARS SHALL BE FABRICATED FROM NPS -3 GALVANIZED STEEL
SCHEDULE 40 PIPE WHICH SHALL CONFORM TO ASTM A 53,
9. FOR A TYPE SD END SECTION, THE INSTALLATION OF ALTERNATIVE 1 OR ALTERNATIVE 2 END
SECTION SHALL BE THE CONTRACTOR'S OPTION.
10. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT
A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE PIPE ARE MECHANICALLY LOCKED
TOGETHER. END SECTION LENGTHS WHEN USED, SHALL BE INCLUDED IN THE 15 LF REQUIREMENT.
11. CONNECTIONS OF METAL END SECTIONS TO PLASTIC PIPE SHALL BE APPROVED BY THE ENGINEER.
PLASTIC END SECTIONS SHALL NOT BE USED,
12. THE END SECTION STYLE, EITHER REGULAR OR SAFETY, SHALL BE AS SHOWN ON THE PLANS.
I-- C —I
A RISE
F L I� SPAN
SECTION F -F END VIEW
ELM
z 1 FLOW 1 FLOW
VARI END SECTION FOR REINFORCED
CONCRETE ELLIPTICAL PIPE
o MAY USE TYPE 1 OR 2 DETAIL A
CONNECTION WITH 3/4" GALVANIZED ANCHOR BOLTS, �2'-7" t1"�I
CORRUGATED END ON NUTS AND WASHERS, MILD STEEL, ASTM A 307. 3/4' CANOPY TYPE ROD LUG
TAPERED SLEEVE. ROD LUG SHALL BE COATED WITH COAL -TAR, APPROVED EQUAL
EPDXY PAINT OR APPROVED EQUAL.
NOTE: METAL END SECTION SHALL 600 MAX. 300 MIN.
BE FIRMLY WEDGED INTO
PIPE END BEFORE BACKFIWNG.
STEEL END SECTION FOR
CONCRETE CIRCULAR PIPE
(ALTERNATIVE FOR CONCRETE END SECTION)
Colorado Department of Transportation
4201 East Arkansas Avenue
OT Denver, Colorado 80222
���� Phone: [phone]
;
",; —­T­ Fax: [phone]
Project Development Branch SRJ /LTA
TOP OF SLOPED
END SECTION
GALV. BOLTS TO HOLD
THE SURFACES TIGHTLY
TOGETHER —�
PIPE DIA
} 8"
PIPE
DIAMETER
DIMENSIONS
EQUIVALENT
NOMINAL
RISE
A
C
L
E
CIRCULAR
DIA.
SPAN x
(n
Q
IN.
24
30
19
9
33
72
48
30
38
24
10
18
72
60
36
45
29
12
24
84
72
42
53
34
16
36
96
78
48
60
38
21
36
96
84
54
68
43
26
36
96
90
60
76
48
30
36
96
96
VARI END SECTION FOR REINFORCED
CONCRETE ELLIPTICAL PIPE
o MAY USE TYPE 1 OR 2 DETAIL A
CONNECTION WITH 3/4" GALVANIZED ANCHOR BOLTS, �2'-7" t1"�I
CORRUGATED END ON NUTS AND WASHERS, MILD STEEL, ASTM A 307. 3/4' CANOPY TYPE ROD LUG
TAPERED SLEEVE. ROD LUG SHALL BE COATED WITH COAL -TAR, APPROVED EQUAL
EPDXY PAINT OR APPROVED EQUAL.
NOTE: METAL END SECTION SHALL 600 MAX. 300 MIN.
BE FIRMLY WEDGED INTO
PIPE END BEFORE BACKFIWNG.
STEEL END SECTION FOR
CONCRETE CIRCULAR PIPE
(ALTERNATIVE FOR CONCRETE END SECTION)
Colorado Department of Transportation
4201 East Arkansas Avenue
OT Denver, Colorado 80222
���� Phone: [phone]
;
",; —­T­ Fax: [phone]
Project Development Branch SRJ /LTA
TOP OF SLOPED
END SECTION
GALV. BOLTS TO HOLD
THE SURFACES TIGHTLY
TOGETHER —�
PIPE DIA
} 8"
PIPE
DIAMETER
F
IN.
18 - 30
5
36 -42
6
48 - 60
7
72 -84
9
F� 5' f-- L F
LOCATION OF ��3 --�
1" DIA. HOLES
CONCRETE JOINT FASTENER (TWO PER JOINT)
CONCRETE AND METAL STANDARD PLAN NO.
END SECTIONS M- 603 -10
Issued By. Project Development Branch on July 04, 2006 Sheet No. 1 of 2
REINFORCED EDGE FULL
LENGTH OF END SECTION.
(SEE SECTION A -A)
GALV. TOE PLATE EXT. -�
(FIELD- BOLTED) HOLES AT
12'
,RS. (MAX.)
A W A
ovERALL vnOTH
FRONT VIEW — ALTERNATIVE 1
\ \ \\ BARS NOT SHOWN
END SECTION CONNECTION
SIMILAR TO TYPE 1 OR
TYPE 2 IS REQUIRED
(SEE SHEET 1)
TWO 1/2- DA CALV. HEX. HEAD BOLTS
l' xe /IC" SLOTTED
FOR 1 /2" DIA. GALV. BOLTS
L5'/4' _j 3' GALVANIZED PIPE (SCHED. 40):
FLATTEN END, THEN BEND OUTSIDE
4' TO MATCH END SECTION SIDES.
BAR END DETAILS
(FOR ALTERNATIVE 1)
TYPE SD END SECTIONS FOR SIDE DRAIN
evlstons Colorado Department of Transportation
Comments 4201 East Arkansas Avenue
OT Denver, Colorado 80222
Phone: [phone]
Fax: [phone]
Project Development Branch SRJ /LTA
�H
DIA. + 24"
4" ANCHOR BOLTS
NOTE: ALL CUT OR WELDED SURFACES SHALL
BE PROTECTED WITH ONE FULL BRUSH COAT
OF ZINC RICH PAINT IN ACCORDANCE WITH
SUBSECTION 707.09.
THU. 21/2
5/0 OR 3/4
TWO STRUCTURAL L
PLATE GALVANIZED
ASSEMBLY NUTS.
6" MIN.
TYPICAL ANCHOR BOLT
(GALVANIZED)
3 ANCHOR BOLTS 3' DIA. GALV. STEEL PIPE (SCHED. 40)
EQUALLY SPACED EQUALLY SPACED AT 2e
CUSS B CONCRETE SHALL
BE INCLUDED IN THE
COST OF END SECTION.
X3 /4 GALV.- CHANNEL,
24' I TACK - WELDED
ALONG SLOPED
EDGE OF PIPE
L
6:1
TJPIPE
DIA
— TYPICAL EACH END
114 FOR ALL PIPES
3' SCHED. 40 PIPE
SIDE VIEW OF END SECTION - ALTERNATIVE TYPICAL
BOTH
3/4" GALV. CHANNEL, TACK - WELDED EVERY 24" 1/4 SIDES
OR LESS ALONG SLOPED EDGE OF PIPE
BAR END DETAIL
(FOR ALTERNATIVE 2)
CONCRETE AND METAL STANDARD PLAN NO.
END SECTIONS M- 603 -10
Issued By Project Development Branch on July 04, 2006 Sheet NO. 2 of 2
APR 2 3 2012
Oivision Of Reclamation,
Mining & Safety
RECEIVED
APR 10 2012
GRAND J(lNtT10N FIELD OFFICE
RECLAMAT ON MIN NG & SAFETY
CLC ASSOCIATES
84BO E. ORCHARD RD.
SUITE 2000
GREENWOOD VILLAGE
COLORADO BO111
P 303 770 5600
F 303 770 2349
CLCASSOC.COM
ARCHITECTURE
ENGINEERING PLANNING
LANDSCAPE ARCHITECTURE
LAND SURVEYING
PREPARED UNDER THE
DIRECT SUPERVISION OF
DANIEL J. MADRUGA
COLORADO REGISTRATION
NO. 36634 FOR AND
ON BEHALF OF
OLD ASSOCIATES INC.
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DANIEL J. MADRUGA
COLORADO REGISTRATION
NO. 36634 FOR AND
ON BEHALF OF
OLD ASSOCIATES INC.
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CHECKED BY: DJM
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