GENERAL NOTES

UNIT

G611( )

611( )H

ITEM NO. ITEM

BASIS OF PAYMENT

AT 12"EH1 #4

AT 12"EH2 #4

AT 12"DH1 #4

A

DH2 AT 6"

DV1 AT 12"

DV1 AT 12"

BARREL (BELOW)STANDARD RCB

DH1 AT 6"

DH2 AT 6"

DH3 AT 6"

AT 6"DH1

DH3 BARS

10"

10"

10"

H PLUS 3'-2"

DH1 AND DH2 BARS

SSPAN

HHEIGHT

DIMENSIONSBARREL

6'

6'

6'

6'

5'

5'

5'

5'

4'

4'

4'

3'

3'

13

12

11

10

9

8

7

6

5

4

3

2

1

6'

5'

4'

3'

5'

4'

3'

2'

4'

3'

2'

3'

2'

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#4

#4

#4

8'-10"

8'-10"

8'-10"

8'-10"

7'-10"

7'-10"

7'-10"

7'-10"

6'-10"

6'-10"

6'-10"

5'-10"

5'-10"

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#4

#4

#4

8

8

8

8

8

8

8

8

8

8

8

8

8

8'-10"

7'-10"

6'-10"

5'-10"

7'-10"

6'-10"

5'-10"

4'-10"

6'-10"

5'-10"

4'-10"

5'-10"

4'-10"

SIZENO.

LENGTH SIZE LENGTH SIZE NO. LENGTH

#5

#5

#5

#5

#5

#5

#5

#5

#5

#5

#4

#4

#4

3'-4"

3'-4"

3'-4"

3'-4"

3'-4"

3'-4"

3'-4"

3'-4"

3'-4"

3'-4"

3'-4"

3'-4"

3'-4"

LENGTHNO. LENGTHNO.

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

7'-4"

6'-4"

5'-4"

4'-4"

6'-4"

5'-4"

4'-4"

3'-4"

5'-4"

4'-4"

3'-4"

4'-4"

3'-4"

2

2

2

2

2

2

2

2

2

2

2

2

2

LENGTHNO.

7'-2"

7'-2"

7'-2"

7'-2"

6'-2"

6'-2"

6'-2"

6'-2"

5'-2"

5'-2"

5'-2"

4'-2"

4'-2"

8

8

8

8

7

7

7

7

6

6

6

5

5

9'-1"

8'-1"

7'-1"

6'-1"

8'-1"

7'-1"

6'-1"

5'-1"

7'-1"

6'-1"

5'-1"

6'-1"

5'-1"

8

7

6

5

7

6

5

4

6

5

4

5

4

7'-2"

7'-2"

7'-2"

7'-2"

6'-2"

6'-2"

6'-2"

6'-2"

5'-2"

5'-2"

5'-2"

4'-2"

4'-2"

LENGTHNO. NO. LENGTH NO. LENGTHNO.

DESIGN

13

12

11

10

9

8

7

6

5

4

3

2

1

NO.

DESIGN

CLASS AA CONCRETE

INLET

DEPTH

STANDARD

DEPTH

STANDARD

7'-6"

6'-6"

5'-6"

4'-6"

6'-6"

5'-6"

4'-6"

3'-6"

5'-6"

4'-6"

3'-6"

4'-6"

3'-6"

FT OF DEPTH

ADDITIONAL

PER

REINFORCING STEEL

INLET

DEPTH

STANDARD

PIPE GRATES

GRATES

OF

NUMBER

PIPE

OF

LENGTH

5

5

5

5

4

4

4

4

3

3

3

2

2

A

9"9"

2-DC #4 BARS

BB

C CDH1 AT 6"

ST

AN

DA

RD D

EP

TH I

NLE

T

3"

CL

R.

3"

1'-6

"

INLE

T D

EP

TH

10"

6" CURB

DROP INLET

DROP INLET.IN STANDARD DEPTHNO DV2 BARS REQUIREDNOTE:

DH1 AT 6"

AT 12"EH2 #4

FROM RCB BARRELLAP WITH E1 BARSEH1 #4 AT 12" MAX.

TOP OF CURB

9" 9"

DH3 A

T 6"

DH2 A

T 6"

6"

3"

DH3 A

T 6"

DH2 A

T 6"

6"

3"

INLE

T D

EP

TH

10"

AT 12"DV1 #4

AT 12"DV1 #4

(BEYOND)BARRELTOP OF RCB

FROM RCB BARRELLAP WITH E1 BARSEH1 #4 AT 12"

AT 12"EH2 #4

SECTION THRU CENTERLINE RCB CULVERT AND INLET

0' T

O 13'-6"

VA

RIE

S

LAP WITH DL2 BARSDV2 #4 AT 12"

BARSLAP WITH DL1DV1 #4 AT 12"

AT 12"DV2 #4

9" 9"

9"

9"

S = S

PA

N

SECTION B-B THRU INLET SECTION C-C THRU INLET AND CULVERT

9"

9"

S = S

PA

N

9" H PLUS 9"

DL1 BARS DL2 BARS

2'-4"

1'-0"

1'-8

"

2'-4"

H PLUS 1'-2" (DH2 BAR)S PLUS 1'-2" (DH1 BAR)

6'' 6''

3''

TYPICAL GRATE DETAIL

1.

2.

ACCORDANCE WITH THE 2019 ODOT STANDARD SPECIFICATIONS.

ALL CONSTRUCTION AND MATERIAL REQUIREMENTS SHALL BE IN

3.

4.

RCB CULVERT PLUS 15'-0".

MAXIMUM DEPTH OF DROP INLETS SHALL BE THE HEIGHT OF THE

5.

BARREL HEIGHTH =

DH1 BARS (BENT) DH2 BARS (BENT) DH3 BARS (BENT)(BENT)

DL1 #4 BARSEH2 #4 BARSEH1 #4 BARSDC #4 BARSDV1 #4 BARS

(BENT)DL2 #4 BARS

UNLESS OTHERWISE SHOWN.

ALL REINFORCING STEEL SHALL HAVE A 2" MINIMUM CLEAR COVER

QUANTITIES (FOR INFORMATION PURPOSES ONLY)

AT 12" MAX.DL2 #4

DL1 #4 AT 12" MAX.

CL

R.

3"

DL1 #4 AT 12" MAX.

BARREL (BELOW)STANDARD RCBDH3 AT 6"

6"

" x 1" SLOT85THRU

BOLT NUT & WASHER

"21" x 52

1GALVANIZED

10'-0"

9'-0"

8'-0"

7'-0"

9'-0"

8'-0"

7'-0"

6'-0"

8'-0"

7'-0"

6'-0"

7'-0"

6'-0"

DIMENSIONS AND BAR LIST

NO.

DV2 #4 BARS

FO

R A

DDITIO

NA

L D

EP

TH N

OT

E.

DEP

TH O

NL

Y. S

EE R

EIN

FO

RCIN

GF

OR I

NLE

TS W

ITH A

DDITIO

NA

L

NO. LENGTH

REINFORCING FOR ADDITIONAL DEPTH

'', SHALL REMAIN EXPOSED FOR INSTALLING GRATE.43BOLT THREADS, 1

BOLT, WASHER & NUT MEETING THE REQUIREMENTS OF ASTM F3125.

'' GALVANIZED21'' x 52

1PIPE GRATE ENDS SHALL BE HELD DOWN WITH

DEPTH INLETS

FOR EXTRA

ADDITIONAL

- DV2 BARS WILL HAVE TO BE ADDED, WITH A LENGTH EQUAL TO ADD'L. DEPTH PLUS 1'-8".

- DV1 BARS WILL HAVE TO BE EXTENDED BY LENGTH EQUAL TO ADDITIONAL DEPTH OF INLET.

- 2 ADDITIONAL DH2 BARS WILL BE REQUIRED FOR EVERY 6" OF ADDITIONAL DEPTH.

- 2 ADDITIONAL DH1 BARS WILL BE REQUIRED FOR EVERY 6" OF ADDITIONAL DEPTH.

FOR INLET DEPTHS GREATER THAN STANDARD DEPTH:

32

28

24

20

28

24

20

16

24

20

16

20

16

27

25

23

21

24

22

20

18

21

19

17

18

16

27

25

23

21

24

22

20

18

21

19

17

18

16

9

9

9

9

8

8

8

8

7

7

7

6

6

9

9

9

9

8

8

8

8

7

7

7

6

6

905 LBS

766 LBS

639 LBS

522 LBS

727 LBS

603 LBS

491 LBS

389 LBS

568 LBS

460 LBS

281 LBS

328 LBS

258 LBS

OR BERM

FORESL

OPE

TU

WW

S

WW

S

6. FOR 'T', 'U' AND 'W' DIMENSIONS, SEE BRIDGE STANDARD DRAWINGS.

INLET CDI RCB DES.

INLET DESIGN NUMBER SHALL BE SPECIFIED.

ADD'L. DEPTH IN INLET CDI RCB DES.

0

R-32

R.C. BOXES ( 3' x 2' TO 6' x 6' )

CONCRETE DROP INLETS FOR

CDIB-2

VF

7'-0¼"

6'-0¼"

5'-0Á"

4'-0½"

6'-0¼"

5'-0Á"

4'-0½"

3'-0¾"

5'-0Á"

4'-0½"

3'-0¾"

4'-0½"

3'-0¾"EA

6.3 CY

5.1 CY

4.1 CY

3.2 CY

4.7 CY

3.7 CY

2.9 CY

2.1 CY

3.4 CY

2.6 CY

1.9 CY

2.2 CY

1.6 CY

0.75 CY

0.70 CY

0.64 CY

0.59 CY

0.64 CY

0.59 CY

0.53 CY

0.48 CY

0.53 CY

0.48 CY

0.42 CY

0.42 CY

0.37 CY

10 LBS+98 LBS/FT

10 LBS+93 LBS/FT

10 LBS+87 LBS/FT

10 LBS+82 LBS/FT

9 LBS+87 LBS/FT

9 LBS+82 LBS/FT

9 LBS+76 LBS/FT

9 LBS+71 LBS/FT

8 LBS+76 LBS/FT

8 LBS+71 LBS/FT

8 LBS+48 LBS/FT

7 LBS+48 LBS/FT

7 LBS+44 LBS/FT

BARREL HEIGHTH = RCB BARREL SPAN

S = RCBBARREL HEIGHT

H = RCB

BA

RR

EL H

EIG

HT

RC

B

BA

RR

EL H

EIG

HT

RC

B

RCB

SECTION A - A THRU INLET

20

18

16

14

18

16

14

12

16

14

12

14

12

BID FOR THE INLET.

NEEDED FOR INSTALLATION SHALL BE INCLUDED IN THE PRICE

CENTERS. COST OF PIPE SAFETY GRATES AND ALL HARDWARE

PERPENDICULAR TO THE DIRECTION OF TRAFFIC AT 12'' MAX.

STEEL, GALVANIZED, SCHEDULE 40, PIPE SAFETY GRATES INSTALLED

INLET TOP OPENING SHALL HAVE 3'' x 7.58 LBS/FT STD. WEIGHT

DATEDESCRIPTION

OKLAHOMA DEPARTMENT OF TRANSPORTATION

2019 SPECIFICATIONS

ROADWAY ENGINEER:

APPROVED BY

DATE:

STANDARD REVISIONS

ROADWAY DESIGN DIVISION STANDARD

5/27/20