Virginia Endwalls - Amazon S3€¦ · Endwalls Use Precast concrete endwalls are designed to anchor the pipe or box sections into the surrounding embankment, reduce hydraulic entrance

Virginia Endwalls

PCVAEW2018A

Endwalls

Use

Precast concrete endwalls are designed to anchor the pipe or box sections into the

surrounding embankment, reduce hydraulic entrance and exit losses, and control erosion.

Sizes

Precast endwalls are normally available to accommodate all sizes and shapes of

pipe. Please refer to the details that follow for specific sizes and dimensions.

Application

Precast concrete endwalls can be used for the following:

● culverts beneath highways, railroads, or other embankments

● storm drain or sewer outfalls

● anywhere a pipe must conform to the slope of the surrounding terrain

Joints

Precast endwalls normally have no joints.

Applicable Specifications

Precast concrete endwalls can be produced to State or Local Department of

Transportation requirements.

TITLE

05-01-18

DATE

Precast Virginia Endwall(EW-1PC) for

12"Ø to 36"Ø Circular Pipe Culvert

Virginia Endwalls

20180605TED03

Elevation View

Isometric View

Side View

Notes

1) This design is intended for precast structures produced by CP&P only, not for cast-in-place

construction.

2) Concrete compressive strength 4,000 psi minimum.

3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or WWR

conforming to the requirements of ASTM A1064, grade 65 minimum.

4) Opening 8" maximum larger than pipe outside diameter. Additional reinforcement around

opening.

5) For use with pipe skewed 0° to 45°. Opening to be adjusted accordingly.

6) Contractor to consult VDOT EW-1PC standards for installation details.

7) All exposed 90° edges may be chamfered.

8) Length and reinforcement may be increased as necessary for handling considerations.

Pipe Size

H L

12'' 2'-3'' 4'-0''

15'' 2'-6'' 5'-0''

18'' 2'-8'' 6'-0''

21'' 3'-4'' 8'-0''

24'' 3'-4'' 8'-0''

27'' 4'-0'' 10'-0''

30'' 4'-0'' 10'-0''

33'' 4'-8'' 12'-0''

36'' 4'-8'' 12'-0''

8"

Pipe Opg

L

H

8"

2'-4"

14" 6"

(7)

TITLE

05-01-18

DATE

Precast Virginia Endwall(EW-1APC) for

23"x14" to 53"x34" Elliptical Pipe Culvert

Virginia Endwalls

20180605TED04

Elevation View

Isometric View

Side View

Notes

1) This design is intended for precast structures produced by CP&P only, not

for cast-in-place construction.


3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar

or WWR conforming to the requirements of ASTM A1064, grade 65

minimum.

4) Opening 8" maximum larger than pipe outside diameter. Additional

reinforcement around opening.

5) For use with pipe skewed 0° to 45°. Opening to be adjusted

accordingly.

6) Contractor to consult VDOT EW-1APC standards for installation details.


8) Length and reinforcement may be increased as necessary for handling

considerations.

8"

Pipe Opg

L

H

(7)

2'-4"

14" 8" 6"

Approximate

Equivalent

Round Pipe

Size

Elliptical

Pipe Size

(Span x Rise)

H L

18" 23"x14" 2'-7" 5'-5"

24" 30"x19" 3'-0" 7'-2"

27" 34"x22" 3'-3" 8'-6"

30" 38"x24" 3'-6" 9'-2"

33" 42"x27" 3'-9" 10'-2"

36" 45"x29" 4'-0" 10'-11"

39" 49"x32" 4'-4" 12'-1"

42" 53"x34" 4'-6" 12'-11"

TITLE

05-07-18

DATE

Precast Virginia Endwall (EW-2PC) for


Virginia Endwalls

20180605TED10

Front Elevation View

Isometric View

Notes





or WWR conforming to the requirements of ASTM A1064, grade 65 minimum.






8) Dimension "W" may be increased as necessary for handling considerations.

Plan View

Pipe Opg

H

4"

W

8"

6"

1

4

"

L

30°

(7)

L

3

4"Ø bolt, typ of 2 min each side @ 24"CC

6"

2

'

-

4

"

8"

Pipe

Size

H W

L

1

1

2

:1

Slope

L

2:1

Slope

42" 5'-8" 6'-6" 6'-8" 8'-8"

48" 6'-2" 7'-0" 7'-6" 9'-10"

54" 6'-8" 7'-8" 8'-5" 11'-0"

60" 7'-2" 8'-2" 9'-3" 12'-0"

66" 7'-10" 8'-10" 10'-0" 13'-4"

72" 8'-4" 9'-4" 11'-0" 14'-6"

78" 9'-0" 10'-0" 11'-10" 15'-8"

84" 9'-6" 10'-6" 12'-9" 16'-9"

90" 10'-2" 11'-2" 13'-8" 18'-0"

96" 10'-8" 11'-8" 14'-6" 19'-0"

TITLE

05-23-18

DATE

Precast Virginia Endwall (EW-2SPC) for

42"Ø to 96"Ø Pipe with 15° to 37.5° Skew

Virginia Endwalls

20180605TED11


Isometric View

Notes

1) This design is intended for precast structures produced by CP&P only, not for

cast-in-place construction.


3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60 rebar or

WWR conforming to the requirements of ASTM A1064, grade 65 minimum.

4) Opening 8" maximum larger than pipe outside diameter.

Additional reinforcement around opening.

5) For use with pipe skewed 15° to 37.5°. Left skew shown, right skew similar.

Opening to be adjusted accordingly.

6) Contractor to consult VDOT EW-2SPC standards for installation details.


8) Dimension "W" may be increased as necessary for handling considerations.

Plan View

Pipe Opg

H

4"

W

8"

6"

(7)

3


15°Min

37.5°Max

30°

L

L

2

'

-

4

"

1

4

"

8"

6"

Pipe

Size

H W

L

1

1

2

:1

Slope

L

2:1

Slope

42" 5'-8" 8'-3" 6'-8" 8'-8"

48" 6'-2" 8'-11" 7'-6" 9'-10"

54" 6'-8" 9'-9" 8'-5" 11'-0"

60" 7'-2" 10'-6" 9'-3" 12'-0"

66" 7'-10" 11'-6" 10'-0" 13'-4"

72" 8'-4" 12'-4" 11'-0" 14'-6"

78" 9'-0" 13'-0" 11'-10" 15'-8"

84" 9'-6" 13'-10" 12'-9" 16'-9"

90" 10'-2" 14'-10" 13'-8" 18'-0"

96" 10'-8" 15'-10" 14'-6" 19'-0"

TITLE

05-07-18

DATE

Precast Virginia Endwall (EW-2SPC) for

42"Ø to 96"Ø Pipe with 37.5° to 45° Skew

Virginia Endwalls

20180605TED15


Isometric View

Notes

1) This design is intended for precast structures produced by CP&P

only, not for cast-in-place construction.


3) Steel reinforcing design conforms to ASTM A706 or A615, grade

60 rebar or WWR conforming to the requirements of ASTM

A1064, grade 65 minimum.



5) For use with pipe skewed 37.5° to 45°. Left skew shown, right

skew similar. Opening to be adjusted accordingly.

6) Contractor to consult VDOT EW-2SPC standards for installation

details.


8) Dimension "W" may be increased as necessary for handling

considerations.

Plan View

Pipe Opg

H

4"

W

8"

6"

3


L45°

6"

8"

1

4

"

2

'

-

4

"

L30°

(7)

Pipe

Size

H W

L30°

1

1

2

:1

Slope

L30°

2:1

Slope

L45°

1

1

2

:1

Slope

L45°

2:1

Slope

42" 5'-8" 9'-2" 6'-8" 8'-8" 8'-3" 10'-8"

48" 6'-2" 9'-11" 7'-6" 9'-10" 9'-3" 12'-0"

54" 6'-8" 10'-10" 8'-5" 11'-0" 10'-3" 13'-6"

60" 7'-2" 11'-6" 9'-3" 12'-0" 11'-4" 14'-11"

66" 7'-10" 12'-6" 10'-0" 13'-4" 12'-5" 16'-4"

72" 8'-4" 13'-2" 11'-0" 14'-6" 13'-6" 17'-8"

78" 9'-0" 14'-1" 11'-10" 15'-8" 14'-6" 19'-0"

84" 9'-6" 14'-10" 12'-9" 16'-9" 15'-6" 20'-6"

90" 10'-2" 15'-9" 13'-8" 18'-0" 16'-8" 22'-0"

96" 10'-8" 16'-6" 14'-6" 19'-0" 17'-8" 23'-4"

30°

45°

37.5°Min

45°Max

TITLE

05-07-18

DATE

Precast Virginia Endwall (EW-2APC) for

60"x38" to 106"x68" Elliptical Pipe Culvert

Virginia Endwalls

20180605TED09


Isometric View

Notes




3) Steel reinforcing design conforms to ASTM A706 or A615,

grade 60 rebar or WWR conforming to the requirements

of ASTM A1064, grade 65 minimum.




accordingly.

6) Contractor to consult VDOT EW-2APC standards for installation

details.


8) Dimension W may be increased as necessary for handling

considerations.

Plan View

Pipe Opg

H

4"

W

8"

6"

(7)

3


L

L

30°

2

'

-

4

"

1

4

"

8"

6"

Approximate

Equivalent

Round Pipe

Size

Elliptical

Pipe Size

(Span x Rise)

H W

L

1

1

2

:1

Slope

L

2:1

Slope

48" 60"x38" 5'-8" 8'-3" 6'-8" 8'-8"

54" 68"x43" 5'-8" 9'-0" 6'-8" 8'-8"

60" 76"x48" 6'-2" 9'-9" 7'-6" 9'-10"

66" 83"x53" 6'-8" 10'-5" 8'-5" 11'-0"

72" 91"x58" 7'-2" 11'-2" 9'-3" 12'-0"

78" 98"x63" 7'-10" 11'-10" 10'-0" 13'-4"

84" 106"x68" 8'-4" 12'-7" 11'-0" 14'-6"

TITLE

05-02-18

DATE

Precast Virginia Endwall for Multiple(EW-6PC)


Virginia Endwalls

20180605TED05

Elevation View

Isometric View

Notes

1) This design is intended for precast structures produced by CP&P only, not for

cast-in-place construction.




4) Opening 8" maximum larger than pipe outside diameter. Additional reinforcement

around opening.





9) Dimension "L" increased by dimension "S" for each additional pipe.

Side View

Pipe Size

H L S G

12'' 2'-3'' 5'-10'' 2'-0'' 1'-11"

15'' 2'-6'' 7'-3'' 2'-3'' 2'-6''

18'' 2'-8'' 8'-8'' 2'-8'' 3'-0''

21'' 3'-4'' 11'-6'' 3'-6'' 4'-0''

24'' 3'-4'' 11'-6'' 3'-6'' 4'-0''

27'' 4'-0'' 14'-4'' 4'-4'' 5'-0''

30'' 4'-0'' 14'-4'' 4'-4'' 5'-0''

33'' 4'-8'' 17'-2'' 5'-2'' 6'-0''

36'' 4'-8'' 17'-2'' 5'-2'' 6'-0''

Pipe Opg

L

H

8"

2'-4"

14"

8"

(7)

G S G

Pipe Opg

6"

TITLE

05-02-18

DATE

Precast Virginia Endwall for Multiple(EW-6SPC)

12"Ø to 36"Ø Circular Pipe Culvert with 30° or 45° Skew

Virginia Endwalls

20180605TED06

Elevation View

Isometric View

Notes

1) This design is intended for precast structures produced

by CP&P only, not for cast-in-place construction.


3) Steel reinforcing design conforms to ASTM A706

or A615, grade 60 rebar or WWR conforming to the

requirements of ASTM A1064, grade 65 minimum.

4) Opening 8" maximum larger than pipe outside

diameter. Additional reinforcement around

opening.

5) Endwall with 30° skew for use with pipe

skewed 15° to 37.5°. Endwall with 45° skew

for use with pipe skewed 37.5° to 45°.

Openings to be adjusted accordingly.

6) Contractor to consult VDOT EW-6SPC standards

for installation details.


8) Length and reinforcement may be increased as

necessary for handling considerations.

9) Dimension "L30° or L45°" increased by

dimension "S30° or S45°" for each additional

pipe.

Side View

Plan View

Pipe Size

H L30° L45° S S30° S45° G

12'' 2'-3'' 6'-3

3

8

" 6'-10'' 2'-0'' 2'-3

3

4

" 2'-10" 2'-0''

15'' 2'-6'' 7'-7

1

8

" 8'-2

1

8

" 2'-3'' 2'-7

1

8

" 3'-2

1

8

" 2'-6''

18'' 2'-8'' 9'-1" 9'-9

1

4

" 2'-8'' 3'-1'' 3'-9

1

4

" 3'-0''

21'' 3'-4'' 12'-0

1

2

" 12'-11

3

8

" 3'-6'' 4'-0

1

2

" 4'-11

3

8

" 4'-0''

24'' 3'-4'' 12'-0

1

2

" 12'-11

3

8

" 3'-6'' 4'-0

1

2

" 4'-11

3

8

" 4'-0''

27'' 4'-0'' 15'-0'' 16'-1

1

2

" 4'-4'' 5'-0" 6'-1

1

2

" 5'-0''

30'' 4'-0'' 15'-0'' 16'-1

1

2

" 4'-4'' 5'-0" 6'-1

1

2

" 5'-0''

33'' 4'-8'' 17'-11

5

8

" 19'-3

5

8

" 5'-2'' 5'-11

5

8

" 7'-3

5

8

" 6'-0''

36'' 4'-8'' 17'-11

5

8

" 19'-3

5

8

" 5'-2'' 5'-11

5

8

" 7'-3

5

8

" 6'-0''

Pipe

Opg

Pipe

Opg

S30° or S45°G G

H

8"

(7)

2'-4"

6"

14"

8"

L30° or L45°

S

30° or 45°

TITLE

05-23-18

DATE

Precast Virginia Endwall for Multiple(EW-7PC)


Virginia Endwalls

20180605TED12


Isometric View

Notes




3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60

rebar or WWR conforming to the requirements of ASTM A1064, grade

65 minimum.






8) Dimension "T" may be increased by dimenion "S" for each additional

pipe and as necessary for handling considerations.

Plan View

Pipe Opg

H

4"

T

8"

6"

(7)

3


S

L

2

'

-

4

"

1

4

'

8"

6"

L

Pipe Opg

30°

Pipe

Size

H T S

L

1

1

2

:1

Slope

L

2:1

Slope

42" 5'-8" 12'-6" 6'-0" 6'-8" 8'-8"

48" 6'-2" 13'-10" 6'-10" 7'-6" 9'-10"

54" 6'-8" 15'-4" 7'-8" 8'-5" 11'-0"

60" 7'-2" 16'-8" 8'-6" 9'-3" 12'-0"

66" 7'-10" 18'-2" 9'-4" 10'-0" 13'-4"

72" 8'-4" 19'-6" 10'-2" 11'-0" 14'-6"

78" 9'-0" 21'-0" 11'-0" 11'-10" 15'-8"

84" 9'-6" 22'-4" 11'-10" 12'-9" 16'-9"

90" 10'-2" 23'-10" 12'-8" 13'-8" 18'-0"

96" 10'-8" 25'-2" 13'-6" 14'-6" 19'-0"

TITLE

05-28-18

DATE


42"Ø to 96"Ø Pipe with 15° to 37.5° Skew

Virginia Endwalls

20180605TED13


Isometric View

Notes




3) Steel reinforcing design conforms to ASTM A706 or A615, grade

60 rebar or WWR conforming to the requirements of ASTM

A1064, grade 65 minimum.



5) For use with pipe skewed 15° to 37.5°. Left kew shown, right

skew similar. Opening to be adjusted accordingly.

6) Contractor to consult VDOT EW-7SPC standards for installation

details.


8) Dimension "T" may be increased by dimension S30° for each

additional pipe and as necessary for handling considerations.

Plan View

H

4"

T

8"

6"

S30°

3


(7)

30°

15°Min

37.5°Max

S

L

2

'

-

4

"

8"

6"

L

14"

Pipe

Size

H T S S 30°

L

1

1

2

:1

Slope

L

2:1

Slope

42" 5'-8" 16'-6" 6'-0" 7'-0" 6'-8" 8'-8"

48" 6'-2" 18'-4" 6'-10" 7'-11" 7'-6" 9'-10"

54" 6'-8" 20'-3" 7'-8" 8'-11" 8'-5" 11'-0"

60" 7'-2" 22'-2" 8'-6" 9'-10" 9'-3" 12'-0"

66" 7'-10" 24'-0" 9'-4" 10'-10" 10'-0" 13'-4"

72" 8'-4" 25'-11" 10'-2" 11'-9" 11'-0" 14'-6"

78" 9'-0" 27'-10" 11'-0" 12'-9" 11'-10" 15'-8"

84" 9'-6" 29'-8" 11'-10" 13'-8" 12'-9" 16'-9"

90" 10'-2" 31'-8" 12'-8" 14'-8" 13'-8" 18'-0"

96" 10'-8" 33'-8" 13'-6" 15'-8" 14'-6" 19'-0"

Pipe

Opg

Pipe

Opg

TITLE

05-30-18

DATE


42"Ø to 96"Ø Pipe with 37.5° to 45° Skew

Virginia Endwalls

20180605TED14


Isometric View

Notes

1) This design is intended for precast structures produced

by CP&P only, not for cast-in-place construction.


3) Steel reinforcing design conforms to ASTM A706

or A615, grade 60 rebar or WWR conforming to the

requirements of ASTM A1064, grade 65 minimum.

4) Opening 8" maximum larger than pipe outside

diameter. Additional reinforcement around opening.

5) For use with pipe skewed 37.5° to 45°. Left skew

shown, right skew similar. Opening to be adjusted

accordingly.

6) Contractor to consult VDOT EW-7SPC standards for

installation details.


8) Dimension "T" may be increased by dimension S45°

for each additional pipe and as necessary for

handling considerations.

Plan View

Pipe

Opg

H

4"

6"

Pipe

Opg

(7)

45°

S

T

S45°

8"

L30°

L45°

2'-4"

14"

8"

6"

30°

37.5°Min

45°Max

3


Pipe

Size

H T S S45°

L30°

1

1

2

:1

Slope

L30°

2:1

Slope

L45°

1

1

2

:1

Slope

L45°

2:1

Slope

42" 5'-8" 17'-8" 6'-0" 8'-6" 6'-8" 8'-8" 8'-3" 10'-8"

48" 6'-2" 19'-7" 6'-10" 9'-8" 7'-6" 9'-10" 9'-3" 12'-0"

54" 6'-8" 21'-9" 7'-8" 10'-11" 8'-5" 11'-0" 10'-3" 13'-6"

60" 7'-2" 23'-7" 8'-6" 12'-1" 9'-3" 12'-0" 11'-4" 14'-11"

66" 7'-10" 25'-9" 9'-4" 13'-3" 10'-0" 13'-4" 12'-5" 16'-4"

72" 8'-4" 27'-7" 10'-2" 14'-5" 11'-0" 14'-6" 13'-6" 17'-8"

78" 9'-0" 29'-8" 11'-0" 15'-7" 11'-10" 15'-8" 14'-6" 19'-0"

84" 9'-6" 31'-7" 11'-10" 16'-9" 12'-9" 16'-9" 15'-6" 20'-6"

90" 10'-2" 33'-8" 12'-8" 17'-11" 13'-8" 18'-0" 16'-8" 22'-0"

96" 10'-8" 35'-8" 13'-6" 19'-2" 14'-6" 19'-0" 17'-8" 23'-4"

TITLE

05-03-18

DATE


Corrugated Metal Arch Pipe Culvert

Virginia Endwalls

20180605TED07

Elevation View

Isometric View

Side View

Notes

1) This design is intended for precast structures produced by CP&P only,

not for cast-in-place construction.


3) Steel reinforcing design conforms to ASTM A706 or A615, grade 60

rebar or WWR conforming to the requirements of ASTM A1064,

grade 65 minimum.




accordingly.




considerations.

8"

Pipe Opg

L

H

(7)

2'-4"

14" 8" 6"

Approximate

Equivalent Round

Pipe Size

Arch

Pipe Size

(Span x Rise)

H L

2

2

3

" x

1

2

"

Corrugation

15" 17"x13" 2'-1" 4'-0"

18" 21"x15" 2'-3" 5'-0"

21" 24"x18" 2'-6" 6'-0"

24" 28"x20" 2'-8" 7'-0"

30" 35"x24" 3'-0" 8'-0"

36" 42"x29" 3'-8" 10'-0"

42" 49"x33" 4'-1" 12'-0"

48" 57"x38" 4'-6" 13'-0"

3" x 1" and 5" x 1"

Corrugation

36" 40"x31" 3'-8" 10'-0"

42" 46"x36" 4'-1" 12'-0"

48" 53"x41" 4'-6" 13'-0"

TITLE

05-03-18

DATE


Multiple Corrugated Metal Arch Pipe Culvert

Virginia Endwalls

20180605TED08

Elevation View

Isometric View

Side View

Notes

1) This design is intended for precast structures produced by

CP&P only, not for cast-in-place construction.


3) Steel reinforcing design conforms to ASTM A706 or A615,

grade 60 rebar or WWR conforming to the requirements of

ASTM A1064, grade 65 minimum.



5) For use with pipe skewed 0° to 15°. Opening to be

adjusted accordingly.

6) Contractor to consult VDOT EW-10PC standards for

installation details.


8) Length may be increased by dimension "M" for additional

pipes or as necessary for handling considerations.

8"

Pipe Opg

L

H

(7)

Pipe Opg

2'-4"

14" 6"

8"

G M G

Approximate

Equivalent

Round Pipe Size

Arch Pipe Size

(Span x Rise)

H L G M

2

2

3

" x

1

2

"

Corrugation

15" 17"x13" 2'-1" 6'-6" 2'-0" 2'-6"

18" 21"x15" 2'-3" 7'-10" 2'-6" 2'-10"

21" 24"x18" 2'-6" 9'-1" 3'-0" 3'-1"

24" 28"x20" 2'-8" 10'-5" 3'-6" 3'-5"

30" 35"x24" 3'-0" 12'-0" 4'-0" 4'-0"

36" 42"x29" 3'-8" 14'-10" 5'-0" 4'-10"

42" 49"x33" 4'-1" 17'-7" 6'-0" 5'-7"

48" 57"x38" 4'-6" 19'-6" 6'-6" 6'-6"

3" x 1" & 5" x 1"

Corrugation

36" 40"x31" 3'-8" 14'-10" 5'-0" 4'-10"

42" 46"x36" 4'-1" 17'-7" 6'-0" 5'-7"

48" 53"x41" 4'-6" 19'-6" 6'-6" 6'-6"

A A

TITLE

06-13-18

DATE

Precast Virginia Endwall EW-11

Virginia Endwalls

20180613TED01

Section View A-A

Isometric View

Side View

Notes

1) This design is intended for precast structures produced by CP&P only.


3) Bar reinforcement design conforms to ASTM A706 or A615, grade 60 rebar or WWR

reinforcement conforms to ASTM A1064, grade 65 minimum.

4) Lift holes (if applicable) to be filled with an approved non-shrink grout.

5) Grate pipe and related hardware to be galvanized. See Drawing: Grate Pipe Assembly Detail.

6) Annular space between pipe and hole and on top of pipe support bracket block-out in wall (where

required) to be filled per VDOT specifications.

7) When pipe is installed at inlet end of culvert, bevel to be provided by others. Refer to VDOT road

and bridge standards for bevel details.


9) Grates in accordance with VDOT EW-11.

10) *Extension at manufacturer's option. Adjust overall dimensions when extension is excluded.

11) **Pipe and support bracket related dimensions only.

12) See table drawing for dimensions.

Elevation View

Plan View

Notes


construction.





opening.





Slope Pipe Size

3:1 12'' to 60"

4:1 12" to 60''

6:1 12'' to 48"

L+22

1

2

"

L 8"12"

W+21"

(*)

W+16"W

Hole Opg

Centered

12"

Hole Opg

H

(Inside)

a

b

(8)

Curtain Wall

7

1

2

" Y

X

6"

Center Support

As Required

One Piece Wall

(5)

Weep Holes(Typ)

Keyway Joint

2

1

2

"(*)

8"

3" Ø Weep Holes

@ 8'-0" OC(Typ)

5

1

2

"

2

3

4

"

L3**

L2**

L4**

L5**

8

1

2

"

4

1

4

"

8

1

2

"

1" Ø Coil Insert

at Bottom

of Blockout(Typ)

Grate Pipe Pocket

OD +

1

4

"(Typ)

12" + Pipe OD

Between Grate

Pipes(Typ)

W

+

2

1

"

6

"

1

8

"

2"

Grate Pipe Pocket

Number of Grate Pipes Varies

TITLE

06-13-18

DATE


Grate Pipe Assembly Detail

Virginia Endwalls

20180613TED02

Section View A-A

Isometric View

Side View

Notes


2) Grate pipe and steel plate conforms to ASTM A36.

3) See table page for dimensions.

Elevation View

Elevation View

(Grate Pipe)

Notes


construction.





opening.





Elevation View

(Center Support Assembly)

Plan View

(4" x

1

2" Plate)

Isometric View

(Curtain Wall)

End View

(Grate Pipe)

Side View

(Center Support Assembly)

Pipe Size

L H A

12'' 11'-6'' 2'-3'' 10'-7

1

2

"

15'' 14'-10'' 2'-7'' 14'-0"

18'' 17'-4'' 2'-10'' 16'-6"

21'' 22'-4'' 3'-4'' 21'-6

1

2

"

24'' 22'-4'' 3'-4'' 21'-6

1

2

"

1

8

"

6

"

W

+

2

1

"

W+10"

W-2"

1/4"

8"

1/4" 8"

(Typ)

4"

L2

4"

2"L4

2"

4

1

4

"(Typ)

5

8

" Ø Hole for

Expansion Bolts(Typ)

8"

4"

2

1

4

"

2"

4"

4"

4

1

2

"

5"

16

1

2

"

1

4

" R

8"x4"x

1

4

"

Structural Tubing

2" 1

1

2

"Ø Hole for

1"Ø x9

1

2

" Coil Bolt

with Washer(Typ)

(2)

3

4

" Ø Holes Straight Thru when

Center Support is Required

Grate Pipe

Grate Pipe

Upper End

Shall be Capped

8"x4

1

2

" x

3

8

"

Steel Plate

3

4

"Ø Hole for

5

8

"Ø x 6

3

4

" Long Bolts

with (2) Flat Washers

& (1) Self Locking Nut

with Washer(Typ)

Varies

Center Between

Pipes Length Varies(Typ)

TITLE

06-13-18

DATE


Dimension Tables

Virginia Endwalls

20180613TED03

Notes


2) * Dimension may be reduced for specific pipe wall thickness.

Notes


construction.





opening.





6:1 Slope

Pipe Size

H L W

Grate Pipe Ø#Grate Pipes

L2 L3 L4 L5

12" 1'-10" 11'-0" 2'-0" 3

1

2

" 1 12'-1

3

4

"

N/A N/A N/A

15" / 18"2'-4

1

2

" 14'-3" 2'-0" 4" 1 15'-5

1

4

"N/A N/A N/A

21" / 24"

2'-11" 17'-6" 3'-0" 4

1

2

" 2 18'-9"

N/A N/A N/A

27" / 30"3'-5

1

2

" 20'-9" 3'-0" 4

1

2

" 2 21'-8" 4'-8

1

8

" 17'-4

1

2

" 4'-3

1

2

"

33" / 36"

4'-0" 24'-0" 4'-0" 4

1

2

" 3 24'-11

3

8

" 7'-11

5

8

" 17'-4

1

2

" 7'-7"

42" 4'-6" 27'-3" 4'-0" 4

1

2

" 3 28'-7" 11'-2

7

8

" 17'-4

1

2

" 11'-2

1

2

"

48" 5'-1" 30'-6" 5'-0" 4

1

2

" 3 31'-10" 14'-6

3

8

" 17'-4

1

2

" 14'-6

1

8

"

4:1 Slope

Pipe Size

H L W

Grate Pipe Ø #Grate Pipes

L2 L3 L4 L5

12" 1'-10" 7'-4" 2'-0" 3

1

2

" 1 8'-6

3

4

"

N/A N/A N/A

15" / 18"

2'-4

1

2

" 9'-6" 2'-0" 3

1

2

" 1 10'-9

1

2

"

N/A N/A N/A

21" / 24"

2'-11" 11'-8" 3'-0" 4" 2 13'-0

1

4

"N/A N/A N/A

27" / 30"3'-5

1

2

" 13'-10" 3'-0" 4" 2 15'-3"N/A N/A N/A

33" / 36"

4'-0" 16'-0" 4'-0" 4

1

2

" 3 17'-6"

N/A N/A N/A

42" 4'-6

1

2

" 18'-2" 4'-0" 4

1

2

" 3 19'-5

3

8

"

N/A N/A N/A

48" 5'-1" 20'-4" 5'-0" 4

1

2

" 3 21'-11

1

4

" 10'-0

7

8

" 11'-10

1

2

" 10'-0

3

4

"

54" 5'-7

1

2

" 22'-6" 6'-0" 4

1

2

" 4 24'-2

1

8

" 12'-3

3

4

" 11'-10

1

2

" 12'-3

5

8

"

60" 6'-2" 24'-8" 6'-0" 4

1

2

" 4 26'-5

1

8

" 14'-6

5

8

' 11'-10

1

2

" 14'-6

5

8

"

3:1 Slope

Pipe Size

H L W

Grate Pipe Ø #Grate Pipes

L2

12" 1'-10" 5'-6" 2'-0" 3

1

2

" 1 6'-9

1

2

"

15" / 18"

2'-4

1

2

" 7'-1

1

2

" 2'-0" 3

1

2

" 1 8'-6

1

4

"

21" / 24"

2'-11" 8'-9" 3'-0" 3

1

2

" 2 10'-2

3

4

"

27" / 30"

3'-5

1

2

" 10'-4

1

2

" 3'-0" 3

1

2

" 2 11'-11

1

4

"

33" / 36"

4'-0" 12'-0" 4'-0" 4" 3 13'-7

3

4

"

42" 4'-6

1

2

" 13'-7

1

2

" 4'-0" 4" 3 15'-0

5

8

"

48" 5'-1" 15"-3" 5'-0" 4

1

2

" 3 16'-8

3

4

"

54" 5'-7

1

2

" 16'-10

1

2

" 6'-0" 4

1

2

" 4 18'-5

3

4

"

60" 6'-2" 18'-6" 6'-0" 4

1

2

" 4 20'-2

1

4

"

6:1 Slope Pocket

Grate Pipe Ø

X Y

3

1

2

" 2

1

2

" 33"

4" 2" 36"

4

1

2

" 1

1

2

" 39"

All Slopes

a* b

Hole Opg

3

1

2

" 6

1

2

" 20"

5" / 2"7

1

2

" / 6

1

2

"24" / 28"

4" / 2

1

2

" 7" / 6

1

2

"

32" / 34"

4" / 1"7

1

2

" / 6

1

2

"38" / 42"

3" / 1"

7"

46" / 48"

0" 7" 56"

0" 8" 62"

0" 8" 70"

0" 8" 76"

4:1 Slope Pocket

Grate Pipe Ø

X Y

3

1

2

" 2 " 24"

4" 1

1

2

" 26"

4

1

2

" 1" 28"

3:1 Slope Pocket

Grate Pipe Ø

X Y

3

1

2

" 1

1

2

" 18"

4" 1" 19

1

2

"

4

1

2

"

1

2

" 21"

Curtain Wall Detail

A

A

TITLE

06-07-18

DATE

Precast Virginia Endwall

EW-11A-LA

Virginia Endwalls

20180607TED01

Section View A-A

Isometric View

Side View

Notes



3) Bar reinforcement design conforms to ASTM A706 or A615, grade 60 rebar or WWR

reinforcement conforms to ASTM A1064, grade 65 minimum.

4) Use # 4 bars diagonally around opening. Length=hole opening + 8". Bend as

necessary at wall edges.


6) Grates in accordance with VDOT EW-11A.

Elevation View

Plan View

Notes


construction.





opening.





Pipe Size

L H A

12'' 11'-6'' 2'-3'' 10'-7

1

2

"

15'' 14'-10'' 2'-7'' 14'-0"

18'' 17'-4'' 2'-10'' 16'-6"

21'' 22'-4'' 3'-4'' 21'-6

1

2

"

24'' 22'-4'' 3'-4'' 21'-6

1

2

"

3'-5"3'-0"

2

1

2

"

2

1

2

" 2

1

2

"L

2'-0"

6"

6"

3"

A

Curtain Wall

(5)

Curtain Wall Detail

H

8"

Pipe Opg

6"

2

1

2

"

6"

8"

2"

6"

8"

A

A

TITLE

06-11-18

DATE

Precast Virginia Endwall

EW-11A-LH

Virginia Endwalls

20180611TED01

Section View A-A

Isometric View

Side View

Notes



3) Bar reinforcement design conforms to ASTM A706 or A615, grade 60 rebar

or WWR reinforcement conforms to ASTM A1064, grade 65 minimum.

4) Use # 4 bars diagonally around opening. Length=hole opening + 8". Bend as

necessary at wall edges.


6) Grates in accordance with VDOT EW-11A.

Elevation View

Plan View

Notes


construction.





opening.





Pipe Size Pipe Opg

L H A

12'' 17

1

2

" 11'-4'' 2'-1'' 10'-7

1

2

"

15'' 21" 14'-8'' 2'-5'' 14'-0"

18'' 24

1

2

" 17'-2'' 2'-8'' 16'-6"

21'' 31

1

2

" 22'-2'' 3'-2'' 21'-6

1

2

"

24'' 31

1

2

" 22'-2'' 3'-2'' 21'-6

1

2

"

6"

L

3"

A

(5)

6"

6"

2'-0"

H

Pipe Opg

6"

3"

3'-0"

12"

6"

4"

6"

Slot Detail

Wall Thickness (in) 4 5 6 7 8 8 9 10 11 12

Top Thickness (in) 7 7.5 8 8 8 8 9 10 11 12

Bottom Thickness (in) 6 6 7 7 8 8 9 10 11 12

2 0.41 0.56

3 0.46 0.62 0.82 0.99

4 0.68 0.90 1.07 1.30 1.40 2.44 2.85

5 0.97 1.16 1.40 1.50 1.83 2.19

6 1.25 1.50 1.60 1.94 2.31 2.72 3.15

7 1.60 1.70 2.05 2.44

Product Dimensions

TITLE

05-30-18

DATE

Precast Virginia Endwall(EW-12) for

Pipe Underdrain

Virginia Endwalls

20180605TED16

Section View A-A

Isometric View

Side View

Notes

1) Endwall to be placed at the end of underdrain outlet and installed

perpendicular to roadway and flush with slope.



or WWR conforming to the requirements of ASTM A1064, grade 65 minimum.

4) Endwall accepts rigid nonperforated, smooth-bore pipe, 70 psi tested conforming

to the requirements of ASTM D2412.

5) The expanded steel mesh extends a minimum of 1" above the pipe OD.

6) The slot is for expanded steel mesh that allows easy removal for cleanout purposes.

7) Expanded steel mesh (rodent screen) to be galvanized with openings approximately

1

2" x 1" and weighs approximately 0.82 lbs psf conformimg to the requirements of

ASTM A123.

Plan View

Elevation Side ViewElevation Front View

Notes





or WWR conforming to the requirements of ASTM A1064, grade 65

minimum. Cover Cc of 1

1

2" minimum unless otherwise noted.



5) For use with pipe skewed 0 to 45 degrees. Opening to be adjusted

accordingly.

6) Contractor to consult VDOT EW-1APC standards for installation details.

7) All exposed 90° edges chamfered

3

4 inch.


considerations.

Standard Dimensions

Pipe ID Slope

L H

4'' 2:1 2'-5

1

2

" 1'-2

3

4

''

4'' 3:1 3'-5

1

4

'' 1'-1

3

4

"

4" 4:1 4'-5'' 1'-1

1

4

''

6" 2:1 2'-10

1

2

'' 1'-5

1

4

''

6" 3:1 4'-

3

4

'' 1'-4

1

4

''

6" 4:1 5'-3'' 1'-3

3

4

''

H

12"

L

2

'

-

0

"

6

"

6

"

1

2

"

6"

6"

1"1"

3/8"

6"

6"

Expanded Steel Mesh (Flattened)

Pipe Coupler to be cast into Endwall.

Coupler must be flush with outer surface of

Ew-12 and provide a positive connection for

the outlet pipe (4" or 6").

Slope

1

"

1

4

"

1

2

"

3

8

"

1" Min

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