CONCRETE GUTTER INLET

Page 1

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

KD

OT G

raphics C

ertified

KDOT Graphics Certified 03-19-2018