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

No Project.cfg

...\ta

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DATE:

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2020

DG

N

Files\LSP_320s1.dgn

sicjrd

SHEET NO.

Drawn:

Checked:

Approved:

Date:

Horz. Scale:

PLAN NO.

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

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

B

320 1

1/2/2020 JWH

LSP 320

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-12

239,

on

12-2

0-20

19.

This

med

ia s

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d no

t be

cons

ider

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cer

tifie

d do

cum

ent.

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'

No Project.cfg

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DG

N

Files\LSP_320s2.d

gn

sicjrd

SHEET NO.

Drawn:

Checked:

Approved:

Date:

Horz. Scale:

PLAN NO.

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

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

16" WATER MAIN

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:

320 2

R.C. COLLARS

1/2/2020 JWH

LSP 320

SEE L.S.P. 320 FOR CONCRETE AND REINFORCING STEEL DETAILS.

SIDE OF THE VALVE OR REDUCER NEAREST THE THRUST COLLAR.

GLAND SHALL BE INSTALLED ON THE MECHANICAL JOINT ON THE

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 INSTALLED 5' FROM EACH LINE VALVE OR

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

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-12

239,

on

12-2

0-20

19.

This

med

ia s

houl

d no

t be

cons

ider

ed a

cer

tifie

d do

cum

ent.