2012-04-10_REVISION - M1981185 ‎(33)‎

• 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

r- A
t0' -0°
SYMMETRICAL ABOUT CL
1, .1 PARALLEL TO
SLOPE` IY7'�IAOWAY
SHALL
MATCH
MEDIAN
SLOPE
30 l 4'
L IA
INLET DITCH PAVINGDITCH PAVING
NO'
PIECES
DESCRIPTION
LENGTH
LEIS
PER FT.
WEIGHT
(LBS.)
4
S4 x 7.7 BEAM
i 40"
7.70
103
2
3'/z x' /y FLAT
2651,,°
2.98
13
2
3" x' /4" FLAT
265/9°
2.55
12
TOTAL LBS. - 128
B
- - - - -- CROSS PIPE - --
I B
SECTION VIEW
EARTHWORK ASSOCIATED WITH DIKE SLOPE TO FN DIKE
INCLUDED IN THE COST OF THE INLET
10�A
NORMAL MEDIAN DITCH GRADE 4
....�.,nu6 PIPE
CRE
W
PIPE
SECTION B -B
INLET CONNECTED
TO A CROSS PIPE
IN CASES OF SKEWED PIPE, THIS
DIMENSION SHALL BE SHOWN ,.-I SKEW
ON THE PLANS ,_ , I ANN I
12"
FHEIGHT OF DIKE -
_O" SLOPE 1/2 1 PER FT. MAX.
-�
4* CONCRETE
I' 1 SLOPE AND DITCH
PAVING (REINFORCED)
(REQUIRES 1.3 CU. YD.)
4, -O"
THIS SLOPE SHALL BE SHOWN ON THE PLANS
NNECTING PIPE
SECTION A -A
INLET ON GRADE
(FLOW FROM ONE DIRECTION}
31/z x' /a
FIAT
3" x 1/
MEDIAN DITCH FU
GRADE
SLOPE 1/2" PER FT MAX SLOPE 11 " PER Ff. MAX.
I 2
rat OF MEDIAN
OR DITCH S4 x
* 4" CONCRETE SLOPE 4° BEAMS
INLET CONNECTED TO A
SKEWED CROSS PIPE
Creation Date: 07/04/06
Last Modiflcation Date: 07/04/
Full Path: www.dot.state.co.us /I
Drawing File Name: 6040100101
CAD Ver.: MicroStation V8 Scole: Noi
IF- - __ T -- - 6"
I I 4" MIN,
' 1- -i -STEP -
I I BOLTS
FORECESS NG
-_ - -
AND DITCH PAVING
L
3
2' -6"
I INLET REINFORCED)
75
i\
CONNECTING PIPE
REQUIRES
80
0
S -6"
_ 1.3 CU. YD.)
96
0
INLET CONNECTED TO A
SKEWED CROSS PIPE
Creation Date: 07/04/06
Last Modiflcation Date: 07/04/
Full Path: www.dot.state.co.us /I
Drawing File Name: 6040100101
CAD Ver.: MicroStation V8 Scole: Noi
IF- - __ T -- - 6"
I I 4" MIN,
' 1- -i -STEP -
I I BOLTS
FORECESS NG
-_ - -
I
L
3
2' -6"
I
75
171/2"
-I
J
��__�_�___•� I 6"
PLAN
-- -T -402-1 - -I h•
12 "I® ENTER 11 1
�- hl(T�� I
- = �'� 402- . _'1 T4P F
I I II 1s
•F �I y-4 - 402 N�iT�
IF I ) Y
L 4X 4 %_J
S4 x 7.7
SEAL
BOTH
'/2' x'/4 FLAT
3" x I/4 FLAT
6 SECTION D -D
135/16 (±,/;) ___4 F'�--
r T
I
lI /z 3/4
11/4" 3/6" R.
GRATE 41/2"
-- :.. I 3° x lIy FIAT
11. SLOT DETAIL
WASHER 3" n /16" x 1"
15 /1g" CLR. OFFSET 13/4, SLOTTED HOLE
1" 6/a % 8° 3/16
DOLT 11 /2"
1"144
2. 3. 11/4" 3" x 1/4
INLET WALL ALTERNATE SLOT
AND HOLD DOWN
GRATE INSTALLATION PATE DETAILD AIL
DETAIL
GENERAL NOTES
1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN -PLACE OR PRECAST.
2. REINFORCING BARS SHALL BE EPDXY COATED AND DEFORMED J4, AND SHALL
HAVE A MINIMUM 2 IN, CLEARANCE. CUT OR BEND AROUND PIPES AS REQUIRED.
3. CONCRETE SLOPE AND DITCH PAVING SHALL BE IN ACCORDANCE WITH
SECTION 507. REINFORCEMENT FOR CONCRETE SLOPE PAVING SHALL BE
6 X 6- WIA X WIA OR 6 X 6- W2.1 X W2.1.
4. STRUCTURAL STEEL FOR GRATES AND GRATE INSTALLATION HARDWARE SHALL
BE GALVANIZED, AND SHALL BE IN ACCORDANCE WITH SUBSECTION 712.06.
5. THE STANDARD INLET GRATES SHALL BE USED ON ALL TYPE C INLETS UNLESS
CLOSE MESH GRATES ARE SPECIFIED ON THE PLANS,
6. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" IS EQUAL TO OR GREATER
THAN 3 FT. - 6 IN., AND SHALL CONFORM TO AASHTO M 199.
7. SEE STANDARD PLAN M- 604 -11, FOR REINFORCEMENT AROUND THE PIPE OPENING
* CONCRETE SLOPE AND DITCH PAVING WILL BE REQUIRED WHEN SHOWN ON
THE PLANS.
31/2" x' /4" FLAT
3/ T_3° x' /a FLAT
SECTION E -E 331/2
311/'
'NTERUNE OF
MTE PARALLEL
) CENTERLINE
= ROADWAY
SECTION A -A OPEN SLOT 4 /9
INLET AT BOTTOM GA FAIZING) e"
GALVANIZING) I CTRS.I I I
OF VERTICAL CURVE 265/5' (t' /4")
(FLOW FROM�O DIRECTIONS) DIRECTIONS) STANDARD STANDARD INLET
QUANTITIES FOR ONE INLET
V V
H
CONCRETE
(CU. YDS.)
STEEL
(LBS.)
STEPS
RE 'D.
2' -6"
0.9
75
0
3' -0"
1.0
80
0
S -6"
1.2
96
0
4'-0"
1.3
101
1
4'-6"
1.4
116
2
5' -0"
1.5
122
2
5' -6"
1.7
137
2
6' -0"
1.8
142
3
6' -6"
1.9
158
3
7' -0"
2.0
163
3
7'-6"
2.2
179
4
81-01.
2.3
184
4
8' -6"
2.4
199
4
9' -0"
2.5
205
5
9' -6°
2.7
220
5
10' -0"
3.0
235
6
11' -6"
3.4
251
6
V PIPE INSIDE DIAMETER SHALL BE 30 IN. OR
LESS. CONCRETE AND STEEL QUANTITIES ARE
FOR ONE ENTIRE INLET BEFORE DEDUCTION
FOR VOLUME OCCUPIED BY (PIPE. WEIGHT OF
STEEL INCLUDES A RING FOR THE MAXIMUM
PIPE DIAMETER.
BAR LIST FOR H =2 FT -6 IN.
AND BENDING DIAGRAM
3/e" TYPICAL HEX. ROUND
OR TWISTED CROSS BARS
AT 8 IN. CTRS. WELDED TO
4° x 3 /g" BEARING BARS
SPACEb AT 2 % CTRS.
MARK
NO'
REQ'D.
HEIGHT
LENGTH
401
2
2' -3"
1 7 " -11"
401
6
2-7
1 8f' -7"
402
3
1 "U"
1 15-0"
NO. 401
"U" INCREASE DIMENSION
6 IN. FOR EACH 6 IN. INCREASE
OF "H" ABOVE 2 FT. -,6 IN.
j402--T-T
NO.
ADD ONE BAR FOR FACHI FT.
INCREASE OF "H"
ABOVE 2 FT. - 6 IN..
402 BARS SHALL BE EQUALLY SPACED
FROM EACH OTHER.
�/ SLOT DETAIL IN 3 1 /2" x '/4 " FIATS
c 'E 41/4" SAME AS IN STANDARD INLET GRATE
CLOSE MESH GRATEMESH GRATE
USE FOR PEDESTRIAN AND BICYCLE AREAS ONLY.
Colorado Department of Transportation
4201 East Arkansas Avenue INLET, TYPE C
Denver, Colorado 80222
Phone: [phone]
Fax: [phone]
Project Development Branch SRJ/LTA Issued By. Project Development Branch on July 04, 2006
STANDARD PLAN NO.
M- 604 -10
Sheet No. I of 1
APR 2 3 Z01 "Z
Division of Reclamation,
Mining & Safety
RECEIVED
APR 10 2012
GRAND JUNCTION FIELD OFFICE
DIVISf0N OF
RECLAMATION MINING & SAFETY
CLC ASSOCIATES
B4BO E. ORCHARD RD.
SUITE 2000
GREENWOOD VILLAGE
COLORADO an 11
P 303 770 5600
F 303 770 2349
CLCASSOC.COM
ARCHITECTURE
ENGINEERING PLANNING
LANDSCAPE ARCHITECTURE
LAND SURVEYING
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PREPARED UNDER THE
DIRECT SUPERVISION OF
DANIEL J. MADRUGA
COLORADO REGISTRATION
NO. 36034 FOR AND
NB E EHALF OF
CLC ASSOCIATES, INC.
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PROJECT #: 1 1.11074
DRAWN BY: JJA
DESIGNED BY: GBG
CHECKED BY: DJM
06.93
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DRAWN BY: JJA
DESIGNED BY: GBG
CHECKED BY: DJM
06.93