2
DIA. DIA. A SQUARE A SQUARE C C 4" 3" 3" 4" 6 8 12 16 20 24 30 36 48 - - - - 6 8 8 11 16 15 20 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 13'-6" 10'-0" 8'-6" 6'-9" 5'-8" 4'-6" 3'-4" 2'-3" 1'-9" 0'-8" 0'-9" 1'-0" 1'-3" 1'-6" 1'-9" 2'-6" 3'-0" 4'-0" 0'-8" 0'-9" 1'-0" 1'-3" 1'-6" 1'-9" 2'-0" 2'-6" 3'-0" 22.7 42.8 86.8 143.5 0.1 0.2 0.4 1.0 1.9 3.1 5.5 9.5 21.2 6 8 12 16 20 24 30 36 48 - - - - 3 5 7 6 9 12 6 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 438.9 9'-0" 6'-9" 5'-6" 4'-6" 3'-9" 3'-0" 2'-3" 1'-6" 1'-6" 0'-9" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 2'-0" 2'-6" 3'-3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 1'-9" 2'-0" 7.0 16.7 30.4 169.5 0.1 0.1 0.2 0.4 0.6 1.1 1.9 3.3 6.7 6 8 12 16 20 24 30 36 48 - - - - 3 3 4 6 7 7 13 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 162.7 6'-6" 4'-9" 4'-0" 3'-3" 2'-9" 2'-3" 1'-6" 1'-6" 1'-3" 0'-9" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 2'-0" 2'-6" 3'-3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-3" 1'-6" 4.0 7.0 12.0 0.1 0.1 0.1 0.2 0.4 0.5 0.9 1.3 1.9 6 8 12 16 20 24 30 36 48 - - - - 6 6 8 11 9 14 11 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 1112.3 12'-3" 9'-3" 7'-9" 6'-3" 5'-3" 4'-3" 3'-3" 2'-3" 1'-9" 1'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 2'-0" 2'-6" 3'-3" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 1'-6" 1'-9" 2'-0" 2'-6" 22.0 46.9 79.3 131.9 266.7 500.8 0.2 0.2 0.4 0.9 1.6 2.3 4.1 6.8 14.8 6 8 12 16 20 24 30 36 48 - - - - 6 10 15 15 10 11 16 - - WAY EACH OF BARS NUMBER YARDS CUBIC CONCRETE A B C 16'-9" 12"-6" 10'-6" 8'-6" 7'-0" 5'-9" 4'-3" 3'-0" 2'-3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-6" 2'-0" 2'-6" 3'-3" 1'-0" 1'-0" 1'-3" 1'-6" 1'-9" 2'-0" 2'-3" 2'-9" 3'-6" 47.0 360.5 0.2 0.4 0.9 2.0 3.3 5.6 9.5 16.3 37.2 22.0 32.7 62.0 50.1 93.9 109.5 203.4 B B DIA./4 3" 3" 3" 10 12 14 16 18 20 24 4 4 YARDS CUBIC CONCRETE A B C 5'-0" 4'-0" 3'-6" 3'-6" 3'-0" 3'-0" 2'-6" 2'-0" 4'-6" 5'-0" 5'-0" 6'-0" 6'-6" 7'-0" 7'-6" 10'-0" 1'-6" 1'-6" 2'-0" 2'-6" 2'-9" 3'-6" 3'-6" 3'-0" 1.98 2.58 3.46 4.29 5.25 7.96 146 250 D 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 4'-6" 5'-0" 7'-0" E 1'-0" 1'-3" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 2'-0" F 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" G 0'-8" 1'-0" 1'-6" 1'-6" 1'-9" 1'-8" 2'-0" 2'-10" H 1'-11" 2'-4" 3'-1" 3'-1" 3'-5" 3'-10" 4'-4" 6'-0" 10 12 14 16 18 20 24 4 4 YARDS CUBIC CONCRETE A B C 4'-6" 4'-0" 3'-6" 3'-0" 3'-0" 2'-6" 2'-0" 4'-6" 5'-0" 5'-0" 5'-6" 6'-6" 7'-0" 7'-0" 9'-0" 0'-9" 0'-9" 0'-9" 1'-3" 2'-0" 1'-9" 2'-0" 1'-9" 1.05 1.40 1.79 2.44 3.04 4.11 143 D 1'-6" 1'-9" 2'-0" 2'-3" 2'-9" 3'-0" 3'-0" 4'-0" E 1'-0" 1'-3" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 2'-0" F 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" G 0'-8" 0'-9" 1'-0" 1'-3" 1'-6" 1'-8" 1'-8" 2'-3" H 1'-7" 1'-8" 1'-9" 2'-3" 2'-9" 3'-1" 3'-1" 4'-2" A F H E D C B G E F 6&8 0.94 1.31 4 5 5 5 6 7 34 42 48 83 92 96 6&8 3'-0" 0.54 0.75 4 4 4 4 5 6 28 32 36 36 47 50 80 4 4 4 4 4 5 4 4 4 5 5 5 10 5 4 5 5 5 7 7 10 5 5 5 6 9 10 11 1136 2763 680 4 4 5 5 5 6 7 267 428 1063 (LBS) STEEL (LBS) STEEL (LBS) STEEL (LBS) STEEL SIZE BAR BAR SIZE SIZE BAR SIZE BAR SIZE BAR SIZE BAR (LBS) STEAL (LBS) STEEL SIZE BAR (LBS) STEEL C C A SQUARE A SQUARE 16"x22.5° 12"x22.5° 16"x11.25° 12"x11.25° 8"x11.25° 6"x11.25° A 6"x22.5° 8"x22.5° 6"x45° 8"x45° 12"x45° 16"x45° MIN. B MIN. C D E F CONC. CY NO. 1"x 1/4" 1"x 1/4" 9.33 4.72 2.33 1.43 5.13 2.88 1.33 0.72 2.37 1.17 0.56 0.40 2 2 2 2 2 2 2 2 2 2 2 2 2"x 3/8" 2"x 1/4" 1"x 1/4" 1"x 1/4" 2"x 3/8" 2"x 1/4" 2"x 3/8" 2"x 1/4" 1"x 1/4" 1"x 1/4" 30" 24" 18" 18" 30" 24" 18" 18" 30" 24" 18" 18" 3'-0" 3'-0" 2'-0" 1'-6" 2'-6" 2'-0" 1'-6" 0'-9" 2'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-0" 2'-0" 2'-0" 3'-0" 2'-6" 1'-6" 1'-3" 2'-0" 2'-0" 2'-0" 1'-0" 7'-0" 5'-0" 4'-6" 3'-6" 4'-6" 3'-6" 3'-0" 3'-0" 4'-0" 3'-6" 3'-0" 2'-8" 1'-9" 1'-9" 2'-9" 3'-6" 3'-0" 3'-6" 4'-2" 4'-6" 1'-6" 2'-0" 2'-0" 3'-0" 2'-0" 2'-0" 3'-0" 4'-0" 3'-3" 4'-0" 5'-0" 5'-6" 3'-0" 4'-0" 5'-0" 6'-0" 6'-0" 6'-0" 4'-0" 3'-6" 5'-6" 4'-6" 3'-0" 2'-0" 4'-0" 3'-0" 3'-0" 2'-0" 1' 6" 1' MIN. C A MIN. B E F D and Fasteners. the Stated Dimensions and Shall Not Encase the M.J. Bolts Poured in Place Thrust Blocking Shall be Properly Formed to All Reinforcing Steel Shall be Epoxy Coated. Noted. Minimum Depth of Embedment For Reinforcing Steel to be as All Concrete Shall be L3500 Steel in Accordance with the Requirements Satisfy the Bend Test Requirements for Structural Grade A.S.T.M. Serial Designation A-305-507 and Shall All Reinforcing Steel Shall be Deformed Bars Conforming to GENERAL NOTES: REINFORCED CONCRETE ANCHORAGE CONCRETE GRAVITY BLOCK REINFORCED CONCRETE TEE BLOCK REINFORCED CONCRETE PLUG BLOCK REINFORCED CONCRETE THRUST BLOCKS REINFORCED CONCRETE ANCHORAGE CONCRETE GRAVITY BLOCK L SP S t a nd a r d s . c f g ... \t a b l e s \ p e n \ BW_ P E NT ABLE . t b P E NP ROJ : US E RDATE DGN3 / 9 / 2017 ... \ 2017 \ L SP s \l s p320 s 1 . dgn s eca w SHEET NO. Drawn: Checked: Approved: Date: Horz. Scale: PROJECT NO. EFFECTIVE DATE MARCH 22, 2017 DI A . DI A . DI A . DI A . DI A . REINFORCED CONCRETE THRUST BLOCK =11 1/4° =22 1/2° =45° =90° C ELEVATION SECTION C-C C DI A . DI A . =22 1/2° =45° UNDISTURBED EARTH UNDISTURBED EARTH REIN. CONC. TEE BLOCK AND PLUG BLOCK WATER MAIN RETAINER GLAND SLEEVE D.P. OR SOLID EACH DIRECTION EQUALLY SPACED IN NOTE: TENSION BARS PLUG DIA. BEND =90° SIZE EMBED. =90° UNDISTURBED EARTH FRONT VIEW STRAP EMBEDMENT GRAVITY BLOCK SIDE VIEW TOP BEND TOP VIEW TOP BEND LSP 320 1 JWH R.C. THRUST BLOCKS, R.C. ANCHORAGES, R.C. GRAVITY BLOCKS, R.C. TEE BLOCKS AND R.C. PLUG BLOCKS L SP 320 L SP 320 LSP 320 2/17/2017 B NONE A K S A R B E N F O E T A T S DAVID J. BEYERSDORF E-12239 R E E N I G N E L A T N E M N O R I V N E L A N O I S S E F O R P This document was originally issued and sealed by David Beyersdorf, E-12239, on 2-17-2017. This media should not be considered a certified document.

REINFORCED CONCRETE TEE BLOCK REINFORCED CONCRETE PLUG BLOCK REINFORCED CONCRETE ...lincoln.ne.gov/city/pworks/engine/dconst/standard/lsp/... ·  · 2017-03-09concrete gravity block

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Page 1: REINFORCED CONCRETE TEE BLOCK REINFORCED CONCRETE PLUG BLOCK REINFORCED CONCRETE ...lincoln.ne.gov/city/pworks/engine/dconst/standard/lsp/... ·  · 2017-03-09concrete gravity block

DIA.DIA.

A SQUARE A SQUARE

CC

4"

3"

3"

4"

6

8

12

16

20

24

30

36

48

-

-

-

-

6

8

8

11

16

15

20

-

-

WAY

EACH

OF BARS

NUMBER

YARDS

CUBIC

CONCRETE

A B C

13'-6"

10'-0"

8'-6"

6'-9"

5'-8"

4'-6"

3'-4"

2'-3"

1'-9" 0'-8"

0'-9"

1'-0"

1'-3"

1'-6"

1'-9"

2'-6"

3'-0"

4'-0"

0'-8"

0'-9"

1'-0"

1'-3"

1'-6"

1'-9"

2'-0"

2'-6"

3'-0"

22.7

42.8

86.8

143.5

0.1

0.2

0.4

1.0

1.9

3.1

5.5

9.5

21.2

6

8

12

16

20

24

30

36

48

-

-

-

-

3

5

7

6

9

12

6

-

-

WAY

EACH

OF BARS

NUMBER

YARDS

CUBIC

CONCRETE

A B C

438.99'-0"

6'-9"

5'-6"

4'-6"

3'-9"

3'-0"

2'-3"

1'-6"

1'-6" 0'-9"

1'-0"

1'-0"

1'-0"

1'-3"

1'-6"

2'-0"

2'-6"

3'-3"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-3"

1'-6"

1'-9"

2'-0"

7.0

16.7

30.4

169.5

0.1

0.1

0.2

0.4

0.6

1.1

1.9

3.3

6.7

6

8

12

16

20

24

30

36

48

-

-

-

-

3

3

4

6

7

7

13

-

-

WAY

EACH

OF BARS

NUMBER

YARDS

CUBIC

CONCRETE

A B C

162.76'-6"

4'-9"

4'-0"

3'-3"

2'-9"

2'-3"

1'-6"

1'-6"

1'-3" 0'-9"

1'-0"

1'-0"

1'-0"

1'-3"

1'-6"

2'-0"

2'-6"

3'-3"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-3"

1'-3"

1'-6"

4.0

7.0

12.0

0.1

0.1

0.1

0.2

0.4

0.5

0.9

1.3

1.9

6

8

12

16

20

24

30

36

48

-

-

-

-

6

6

8

11

9

14

11

-

-

WAY

EACH

OF BARS

NUMBER

YARDS

CUBIC

CONCRETE

A B C

1112.312'-3"

9'-3"

7'-9"

6'-3"

5'-3"

4'-3"

3'-3"

2'-3"

1'-9" 1'-0"

1'-0"

1'-0"

1'-0"

1'-3"

1'-6"

2'-0"

2'-6"

3'-3"

1'-0"

1'-0"

1'-0"

1'-3"

1'-6"

1'-6"

1'-9"

2'-0"

2'-6"

22.0

46.9

79.3

131.9

266.7

500.8

0.2

0.2

0.4

0.9

1.6

2.3

4.1

6.8

14.8

6

8

12

16

20

24

30

36

48

-

-

-

-

6

10

15

15

10

11

16

-

-

WAY

EACH

OF BARS

NUMBER

YARDS

CUBIC

CONCRETE

A B C

16'-9"

12"-6"

10'-6"

8'-6"

7'-0"

5'-9"

4'-3"

3'-0"

2'-3" 1'-0"

1'-0"

1'-0"

1'-0"

1'-3"

1'-6"

2'-0"

2'-6"

3'-3"

1'-0"

1'-0"

1'-3"

1'-6"

1'-9"

2'-0"

2'-3"

2'-9"

3'-6"

47.0

360.5

0.2

0.4

0.9

2.0

3.3

5.6

9.5

16.3

37.2

22.0

32.7

62.0

50.1

93.9

109.5

203.4

B B

DIA./4 3"

3"

3"

10

12

14

16

18

20

24

4

4

YARDS

CUBIC

CONCRETE

A B C

5'-0"

4'-0"

3'-6"

3'-6"

3'-0"

3'-0"

2'-6"

2'-0" 4'-6"

5'-0"

5'-0"

6'-0"

6'-6"

7'-0"

7'-6"

10'-0"

1'-6"

1'-6"

2'-0"

2'-6"

2'-9"

3'-6"

3'-6"

3'-0"

1.98

2.58

3.46

4.29

5.25

7.96

146

250

D

2'-6"

3'-0"

3'-6"

4'-0"

4'-6"

4'-6"

5'-0"

7'-0"

E

1'-0"

1'-3"

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

2'-0"

F

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

G

0'-8"

1'-0"

1'-6"

1'-6"

1'-9"

1'-8"

2'-0"

2'-10"

H

1'-11"

2'-4"

3'-1"

3'-1"

3'-5"

3'-10"

4'-4"

6'-0"

10

12

14

16

18

20

24

4

4

YARDS

CUBIC

CONCRETE

A B C

4'-6"

4'-0"

3'-6"

3'-0"

3'-0"

2'-6"

2'-0" 4'-6"

5'-0"

5'-0"

5'-6"

6'-6"

7'-0"

7'-0"

9'-0"

0'-9"

0'-9"

0'-9"

1'-3"

2'-0"

1'-9"

2'-0"

1'-9"

1.05

1.40

1.79

2.44

3.04

4.11 143

D

1'-6"

1'-9"

2'-0"

2'-3"

2'-9"

3'-0"

3'-0"

4'-0"

E

1'-0"

1'-3"

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

2'-0"

F

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

G

0'-8"

0'-9"

1'-0"

1'-3"

1'-6"

1'-8"

1'-8"

2'-3"

H

1'-7"

1'-8"

1'-9"

2'-3"

2'-9"

3'-1"

3'-1"

4'-2"

A F

H

E

D

C

B

G

E

F

6&8 0.94

1.31

4

5

5

5

6

7

34

42

48

83

92

96

6&8

3'-0"

0.54

0.75

4

4

4

4

5

6

28

32

36

36

47

50

80

4

4

4

4

4

5

4

4

4

5

5

5

105

4

5

5

5

7

7

10

5

5

5

6

9

10

11

1136

2763

680

4

4

5

5

5

6

7

267

428

1063

(LBS)

STEEL

(LBS)

STEEL

(LBS)

STEEL

(LBS)

STEEL

SIZE

BARBAR SIZE

SIZE

BAR

SIZE

BAR

SIZE

BAR

SIZE

BAR

(LBS)

STEAL

(LBS)

STEEL

SIZE

BAR

(LBS)

STEEL

CC

A SQUARE A SQUARE

16"x22.5°

12"x22.5°

16"x11.25°

12"x11.25°

8"x11.25°

6"x11.25°

A

6"x22.5°

8"x22.5°

6"x45°

8"x45°

12"x45°

16"x45°

MIN.

B

MIN.

CD E F CONC. CY NO.

1"x 1/4"

1"x 1/4"

9.33

4.72

2.33

1.43

5.13

2.88

1.33

0.72

2.37

1.17

0.56

0.40

2

2

2

2

2

2

2

2

2

2

2

2

2"x 3/8"

2"x 1/4"

1"x 1/4"

1"x 1/4"

2"x 3/8"

2"x 1/4"

2"x 3/8"

2"x 1/4"

1"x 1/4"

1"x 1/4"

30"

24"

18"

18"

30"

24"

18"

18"

30"

24"

18"

18"

3'-0"

3'-0"

2'-0"

1'-6"

2'-6"

2'-0"

1'-6"

0'-9"

2'-0"

1'-0"

1'-0"

1'-0"

3'-0"

3'-0"

2'-0"

2'-0"

3'-0"

2'-6"

1'-6"

1'-3"

2'-0"

2'-0"

2'-0"

1'-0"

7'-0"

5'-0"

4'-6"

3'-6"

4'-6"

3'-6"

3'-0"

3'-0"

4'-0"

3'-6"

3'-0"

2'-8"1'-9"

1'-9"

2'-9"

3'-6"

3'-0"

3'-6"

4'-2"

4'-6"

1'-6"

2'-0"

2'-0"

3'-0"

2'-0"

2'-0"

3'-0"

4'-0"

3'-3"

4'-0"

5'-0"

5'-6"

3'-0"

4'-0"

5'-0"

6'-0"6'-0"

6'-0"

4'-0"

3'-6"

5'-6"

4'-6"

3'-0"

2'-0"

4'-0"

3'-0"

3'-0"

2'-0"

1'

6"

1'MIN. C

A

MIN. B

E F

D

and Fasteners.

the Stated Dimensions and Shall Not Encase the M.J. Bolts

Poured in Place Thrust Blocking Shall be Properly Formed to

All Reinforcing Steel Shall be Epoxy Coated.

Noted.

Minimum Depth of Embedment For Reinforcing Steel to be as

All Concrete Shall be L3500

Steel in Accordance with the Requirements

Satisfy the Bend Test Requirements for Structural Grade

A.S.T.M. Serial Designation A-305-507 and Shall

All Reinforcing Steel Shall be Deformed Bars Conforming to

GENERAL NOTES:

REINFORCED CONCRETE ANCHORAGE

CONCRETE GRAVITY BLOCK

REINFORCED CONCRETE TEE BLOCK REINFORCED CONCRETE PLUG BLOCK

REINFORCED CONCRETE THRUST BLOCKS

REINFORCED CONCRETE ANCHORAGE

CONCRETE GRAVITY BLOCK

LSP Sta

ndards.cfg

...\ta

bles\pen\B

W_PE

NT

AB

LE.tbl

PE

N:

PR

OJ:

USE

R:

DATE:

DG

N:

3/9/2017

...\

2017\LSPs\lsp320s1.dgn

sieca

w

SHEET NO.

Drawn:

Checked:

Approved:

Date:

Horz. Scale:

PROJECT NO.

EFFECTIVE DATE MARCH 22, 2017

DIA.

DIA.

DIA.

DIA.

DIA.

REINFORCED CONCRETE THRUST BLOCK

=11 1/4° =22 1/2°

=45° =90°

C

ELEVATION SECTION C-C

C

DIA.

DIA.

=22 1/2°=45°

UNDISTURBED EARTH

UNDISTURBED EARTH

REIN. CONC. TEE BLOCK AND PLUG BLOCK

WATER MAIN

RETAINER GLAND

SLEEVED.P. OR SOLID

EACH DIRECTIONEQUALLY SPACED IN NOTE: TENSION BARS

PLUG

DIA.

BEND

=90°

SIZE EMBED.

=90°

UNDISTURBED EARTH

FRONT VIEW

STRAP EMBEDMENT

GRAVITY BLOCK

SIDE VIEW TOP BEND

TOP VIEW TOP BEND

LSP 320 1

JWH

R.C. THRUST BLOCKS, R.C. ANCHORAGES, R.C. GRAVITY BLOCKS, R.C. TEE BLOCKS AND R.C. PLUG BLOCKS

LSP 320

LSP 320

LSP 320

2/17/2017

B

NONE

AKSARBEN FO ET

AT

S

DAVID J.

BEYERSDORF

E-12239

RE

ENI

GN

E L

ATNEMNORIVNE LA

NOI

SS

EF

OR

P

This

doc

umen

t was

orig

inal

ly is

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and

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led

by D

avid

Bey

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orf,

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, on

2-17

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7. T

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ent.

Page 2: REINFORCED CONCRETE TEE BLOCK REINFORCED CONCRETE PLUG BLOCK REINFORCED CONCRETE ...lincoln.ne.gov/city/pworks/engine/dconst/standard/lsp/... ·  · 2017-03-09concrete gravity block

2'

4'3"

3" 3"

1'3"

5'

2'-6"3" 3"

1'-9"

0.25'

3"

3"

9'-6"

4'-9"

3'-3"

3" 3"

3"

3"

7'

3'-6"

2'-3"

3" 3"

3"

3"

4" 4"

5'

LSP Sta

ndards.cfg

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3/9/2017

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2017\LSPs\lsp320s2.d

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SHEET NO.

Drawn:

Checked:

Approved:

Date:

Horz. Scale:

PROJECT NO.

EFFECTIVE DATE MARCH 22, 2017

3'-

3"

1'-1

1/2"

DIAMETER

NO 4 BARS, PLACED AS SHOWN

STEEL 16.7 POUNDS

CONCRETE 0.6 CUBIC YARDS

4'-

6"

2'-

3"

16"

NO 4 BARS, PLACED AS SHOWN

STEEL 45.4 POUNDS

CONCRETE 1.4 CUBIC YARDS

8'-

0"

4'-

0"

NO 5 BARS, PLACED AS SHOWN

STEEL 241.3 POUNDS

CONCRETE 8.6 CUBIC YARDS

30" WATER MAINS

24" 7

'

3'-

6"

NO 5 BARS, PLACED AS SHOWN

STEEL 108.5 POUNDS

CONCRETE 3.8 CUBIC YARDS

24" WATER MAINS

12" OR SMALLER WATER MAIN

RETAINER GLANDS

WEDGE ACTION

320 FOR CONCRETE AND REINFORCING STEEL DETAILS.

THE VALVE OR REDUCER NEAREST THE THRUST COLLAR. SEE L.S.P.

GLAND SHALL BE INSTALLED ON THE M.J. JOINT ON THE SIDE OF

FROM EITHER DIRECTION. A SINGLE WEDGE ACTION RETAINER

FACING OPPOSITE DIRECTIONS, TO PROVIDE THRUST RESTRAINT

EMBEDDED IN THE THRUST COLLAR, WITH THE GRIPPING WEDGES

REDUCER. TWO WEDGE ACTION RETAINER GLANDS SHALL BE

COLLAR SHALL BE INSTLLED 5' FROM EACH LINE VALVE OR

WHENEVER PVC PIPE IS USED FOR WATER MAIN MATERIAL, A THRUST

THRUST COLLAR FOR PVC PIPE

REINFORCED CONCRETE COLLARS

ADJACENT TO THE SMALLER DIAMETER SIDE OF M.J. REDUCERS.

VALVES, AT THE SPIGOT SIDE OF LAST PIPE CONNECTION OR

R.C. THRUST COLLARS TO BE BUILT ADJACENT TO

BASED OFF OF THE LARGER DIAMETER PIPE.

SMALL PIPE SIDE OF A REDUCER, HOWEVER THE SIZE SHALL BE

R.C. THRUST COLLARS FOR REDUCERS SHALL BE INSTALLED ON THE

LSP 320 2

R.C. COLLARS

JWH

16" WATER MAIN

LSP 320

LSP 320

2/17/2017

LSP 320

ARE ANCHORED AGAINST UNDISTURBED SOIL.

ALL CONCRETE COLLARS SHALL BE CONSTRUCTED SUCH THAT THEY

ALL CONCRETE SJHALL BE L3500.

ALL REINFORCING STEEL SHALL BE EPOXY COATED.

ACCORDANCE WITH THE REQUIREMENTS.

THE BEND TEST REQUIREMENTS FOR STRUCTURAL GRADE STEEL IN

TO A.S.T.M. SERIAL DESIGNATION A-305-507 AND SHALL SATISFY

ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING

NOTE:

NONE

AKSARBEN FO ET

AT

S

DAVID J.

BEYERSDORF

E-12239

RE

ENI

GN

E L

ATNEMNORIVNE LA

NOI

SS

EF

OR

P

This

doc

umen

t was

orig

inal

ly is

sued

and

sea

led

by D

avid

Bey

ersd

orf,

E-1

2239

, on

2-17

-201

7. T

his

med

ia s

houl

d no

t be

cons

ider

ed a

cer

tifie

d do

cum

ent.