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coat of asphalt material.
1 1 1-10-07 Changed bituminious to asphalt
J.O.B.R.J.S.
J.O.B.
10 1-28-05 Changed Class to Grade concrete
S.W.K.
J.O.B.S.W.K.
CONCRETE
GUTTER INLET
Bar No. Size Length
Class ||| Excav.
#4
#4
#4
#4
#4
a
h
v
v
v1
2
Bar No. Size Length
Class ||| Excav.
#4
#4
#4
#4
#4
Bar No. Size Length
Class ||| Excav.
#4
#4
#4
#4
#4
Reinf. steel
Struct. steel
Reinf. steel
Struct. steel
Reinf. steel
Struct. steel Lbs.
Lbs.
Cu.Yd.
Cu.Yd.
17
2
6
6
4
2'-10"
1'- 9"
1'- 8"
2' -3"
3'- 1"
0.67
230
4
19 21
2
6
6
4
H = 2'-6" H = 3'-0" H = 3'-3"
59
a
h
v
v
v1
2
2
6
6
4
2'-10"
3'- 1"
2' -3"
1'- 8"
2'- 9"
0.79 Cu.Yd.
66 Lbs.
230 Lbs.
5 Cu.Yd.
a
h
v
v
v1
2
2'-10"
3'- 1"
2' -6"
1'- 8"
3'- 0"
0.85 Cu.Yd.
72 Lbs.
230 Lbs.
5 Cu.Yd.
Conc. Grade 3.0 Conc. Grade 3.0 Conc. Grade 3.0
BILL OF MATERIALS - GUTTER INLET
On all interstate and rural area projects the two
of the grate and frame without these plates is 226 lbs.
Steel for grate and frame shall comply with ASTM A-36,
A-242 or A-441.
of structural steel.
To prevent grate from rocking on bearing angles, machine
finish surfaces indicated thus " ".
(Weight= 230 lbs. each)
(For Alternate Method Number One)
6"
1"
1"
8•½"
8?"
2'-5"
?"
1?" 1?"
9¾"
4?"
3•½"
3"
6•½"
¼"
3•½"
3"
2"?" ?"1?" 1?"
¼"
6" 6"2'-4"
¼" 1½•"
6"10"2'-0"
3'-4"
1½•"
1•½"
H
1½•"
2¼"
3¼"
¾"
5"
5"
2'-10" Gutter
5̂4
3"
3"
Pavement
2'-6"
3'-4"
1•½"
6"
8"
3'-4"
1½•"
1½•"
8"
H - 6"
7¾"
5" 5"2'-0" 3"3"
End wall parallel to
& •½" below gutter
¾"
6"
Var.
18"
¾"
Variable to fit
slo
pe of gutter
2•½"
1½•"
3"
3"
2'-6"
3"
2'-4" ¼"¼"
8"
1'-0"
1¼"
1'-10"1'-0
"
3•½"
2" Clear (Typical)
?" x 3" x 2'-3¾"
Grate plates -
(10 required)
End plate - cut to
dimensions shown
(2 required)
Plate (2 req'd.)
12"
R.
End Plate
Grate Plate
1
1
11
a bars @
12" ctrs.
a b
ars @ 9" ctrs.
Const. Jt. for Alt. Method #2
(See right hand portion of
Section A-A)
v barv bara
bars @ 9" ctrs.
Edge of Pave
ment
Distance from ì as
shown on plans
Tar paper joint
These bars shown in
elevation for clarity.
v bar
These bars shown in
elevation for clarity.
h bar
v bar
(Alternate No. 2)
(Alternate No. 1)
Tar paper
joint
a bar
Longitudinal
const. joint
v bar
a bar
a bar
v bar a bar
a barv bar
v barh bar
Part section of inlet
(Alternate No. 2)
Part section of inlet
(Alternate No. 1)
Gutter tie bar
See detail of gutter.
v bars @
10" ctrs.
h barì
v bar
Gutter
Construction joint covered with tar paper or one
Part section of inlet Alternate No. 2.
Part section of inlet Alternate No. 1.
a bars @ 12" ctrs.
a bars @
9" ctrs.
h bar
v bar
Gutter thickening to be used in
construction of Alternate No. 2.
h bar
a bars @
9" ctrs.
(Cut to fit)
v bar
v bar
(Cut to fit)
Frame plate - 2 req'd.
¼"
¼"
For alternate method No. 2
Cut to fit in field
v bar1h bar
(No steel through joint. Variable v,v & v , cut to fit.)
2 required
PLAN OF GRATE
END ELEVATION OF GRATE
SECTION OF GRATE
ELEVATION AND SECTION
A
A
PLAN AND SECTION
DETAILS OF GRATE AND FRAME ASSEMBLE
WELDED STRUCTURAL STEEL
PART ELEVATION
PLAN OF FRAME
END ELEVATION OF FRAME
BENDING DIAGRAMS
2
2
2
1
2
1
1
1
21
1
8-14-1212 Revised Quantities, Class III Exc.
A.L.R.10-31-1713 Joint Filler Type C Added S.W.K.
Scott W. King
(Type B or C). See note and sketch above for alternate methods of construction.
Hot or cold poured joint sealing compound, or premolded expansion joint filler
RD634
TRACED Bowser
TRACE CK. Seitz
STATE
KANSAS
YEARPROJECT N0.SHEETS
TOTALSHEET NO.
rd634.d
gn
File :
Dra
wn B
y :
aro
ckers
Plotted :19-M
AR-2
018 0
8:5
2
DATE REVISIONS BY APP'DNO.
KANSAS DEPARTMENT OF TRANSPORTATION
FHWA APPROVAL
DESIGNED
DETAILED
DESIGN CK. DETAIL CK. QUAN.CK.
RD
TRACED
TRACE CK.
QUANTITIES
APP'D.
& gutter through the inlet area.
No deductions will be made in pay length of curb, gutter, or curb
For details of gutter, see Standard Drawing RD635.
Drawing RD708.
For details of longitudinal construction joint, see Standard
for alternate number one.
If alternate number two is used, payment of quantities shall be
number one.
Concrete and steel quantities listed are for alternate method
Standard Specifications.
may be hot dip galvanized after fabrication in accordance with the
zinc, each coat to be 3 to 4 mils. As an alternate, the grate and frame
organic zinc primer and then with a topcoat or a field coat of organic
All exposed structural steel shall be painted with a coat of in-
ance of 1•½" unless otherwise noted on the plans.
All bars are #4 @ 6" spacing and shall have a minimum clear-
openings.
No deductions in concrete quantities shall be made for pipe
positions. Where possible bend bars around pipes.
In general, pipes will enter and leave the manhole at various
in concrete pavement may be used throughout.
At the contractors option, Concrete Grade 3.0 (AE) or mix used
be finished with an edging tool.
Use Concrete Grade 3.0 throughout. All exposed edges shall
GENERAL NOTE
construction joint. (See right-hand portion of Section A-A).
The bottom of gutter shall be transitioned to the top of the inlet
in the construction joint.
the gutter. Tar paper or one coat of asphalt material shall be placed
smooth. The top of the inlet shall be constructed monolithic with
Inlet may be constructed level with the subgrade and struck off
Note: Alternate Method No. 2 Construction.
2'-4½•"
¼" x 3" x 2'-5•½"
L 3"x3"x¼"x2'-4"
3-5-18
•½"
½•"
L 3"x3"x¼"x2'-4"
•½"
1'-5¾"
Parallel to & ½•" below gutter.
2'-3•½"
•½"
•½"•½"•½"
½" x 1" x 2'-3½•"
2'-3½•"
8?"
?"
¼
¼
¼
¼
¼
¼
¼¼" x 1" Plate
2'-3½•"
•½" Expansion joint
H + 1
¾"
•½"
•½"
¼" x 1" x 2'-3½•" plates are to be omitted. The weight
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OT G
raphics C
ertified
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