District Drawings · 9/7/2016 · DRAWINGS NO. TITLE W-1 Typical Trench Detail ... (Turbine Meter...

District Drawings

INDEX OF STANDARD DRAWINGS

DRAWINGS NO. TITLE

W-1 Typical Trench Detail

W-2 Fire Hydrant Assembly

W-3A, B, C & D Concrete Thrust Block Detail

W-4 Water Service Detail – ¾” and 1” Meter

W-5 Water Service Detail – 1 1/2” and 2” Meter

W-6A, B & C Air Valve Installation (3)

W-7 4” and 6” Blow-Off Assembly

W-8 2” and 4” Dead-End Flush-Out

W-9 Water Service Detail-3” and Larger (Turbine Meter Installation)

W-10 Water Service Detail-3” and Larger (Compound Meter

Installation)

W-11 Valve and Valve Box Installation Detail

W-12 Guard Post Installation Detail

W-13 Bonding Clip Detail

W-14 Butt Strap Detail

W-15 Fire Service Installation Detail

W-16 Chain Link Fence Detail

W-17 Chain Link Fence Gate Detail

W-18 Tapping Outlet for Steel Pipe – 1” and 2”

W-19 Tapping Outlet for Steel Pipe – 3” and Larger

W-20 Backflow Preventer (R.P.) Installation Detail

W-21 Sample Station Detail

W-22 Pressure Regulation Station Detail

W-23 Conductor Tube

W-24 Concrete Blanket

W-25 Siphon Detail

W-26 Inverted Siphon Detail

W-27 Concrete Encasement Detail

TYPICAL TRENCH DETAIL

W-1

FLOW LINE GRADE PER PLANS.

VA

RIA

BLE

12"

VA

RIA

BLE

VARIABLE

L

C

TR

EN

CH

WATER MAIN OR SERVICE LATERAL

EXISTING ROAD PAVING

NOTES:

3"

3" AC BASE PAVEMENT

CLASS 2 ROAD BASE (6" MIN)

1" TO 1 1/2" AC CAP PAVEMENT

SAWCUT OR COLD PLANE

1 FOOT FROM TRENCH CUTS

SY

MM

ET

RIC

AL

BALANCE OF TRENCH TO BE BACKFILLED WITH

MATERIAL FROM EXCAVATION IN LAYERS NOT

EXCEEDING 3 FEET IN DEPTH, OR AS PER

SPECIFICATION.

BACKFILL TO 12" OVER TOP OF PIPE WITH

SELECTED GRANULAR MATERIAL WITH A SAND

EQUIVALENT OF 30 PER SPECIFICATIONS.

LOCATOR

WIRE

PROVIDE UNIFORM BEARING FOR PIPES WITH

MINIMUM 3" THICK SAND BEDDING.

MIN. = PIPE O.D. + 12"

MAX. = PIPE O.D. + 16"

1. WIDTH OF TRENCH

2. REPLACE A.C. PAVEMENT AND ROAD BASE IN ACCORDANCE WITH EXCAVATION PERMIT.

WEST VALLEY WATER DISTRICT

MATTHEW H. LITCHFIELD, P.E. RCE58097 DATE

APPROVED:

DRAWING NUMBER

09/07/2016

FIRE HYDRANT ASSEMBLY

W-2

5

4

3

2

6" FxF R.S. GATE VALVE WITH PRESSURE RATING TO MATCH MAIN LINE. SEE W-11.

CLOW VALVE CO. BREAK OFF CHECK VALVE MODEL LB1 400A (NO SUBSTITUTIONS)

INSTALLED WITH 8 HOLES PATTERN BASE FLANGE, CLOW F-850 OR APPROVED EQUAL.

WET BARREL FIRE HYDRANT. 6" FLANGED INLET WITH ONE 4" HOSE OUTLET & ONE 2 1/2" HOSE OUTLET.

STD. W-3 (TYP.).

THRUST BLOCK PER

36

" M

IN

. C

OV

ER

STD. W-11

VALVE BOX PER.

SIDEWALK

GROUND SURFACE

PAVEMENT OR FINISHED

W-12. PLACEMENT SHALL BE DETERMINED BY DISTRICT INSPECTOR IN FIELD.

2. IF THERE IS NO CURB, EACH HYDRANT SHALL HAVE TWO GUARD POSTS PER STAND DRAWING

IF THERE IS NO CURB, LOCATE FIRE HYDRANT 2'-0" FROM PROPERTY LINE.

1. NORMAL LOCATION FOR HYDRANT IS 2'-0" BEHIND CURB FACE OR 2'-0" BEHIND SIDEWALK.

NOTES:

FLEXIBLE COUPLING AS SHOWN OR FLANGED COUPLING ADAPTOR ATTACH TO VALVE

SCHEDULE 40 STEEL PIPE, FIELD WRAPPED BELOW GROUND PART WITH TWO LAYERS OF 10 MILS PVC TAPE.

3

5

18"

DESCRIPTIONITEM

3. PAINT FIRE HYDRANT ASSEMBLY PER SPECIFICATION

4' X3' X 6" CONCRETE BASE

4

CONCRETE CURB & GUTTER

THRUST BLOCK PER

STD. W-3 (TYP.).

WATER MAIN

6

6 6" VALVE BOX AND COVER PER STANDARD DRAWING W-11

12"

4. THE 4" STEAMER OUTLET SHALL PLACED PERPENDICULAR TO CURB AND GUTTER, FACING THE STREET

1

6"

4" min

14"

2

7 PAINT HYDRANT CAPS ACCORDING TO NFPA STANDARDS. SEE TABLE A.

GREEN 1000-1499 GPM

ORANGE 500-999 GPM

RED BELOW 500 GPM

GOOD FOR RESIDENTIAL AREAS

MARGINALLY ADEQUATE

INADEQUATE

TABLE A

8

8

TAPPING OUTLET FOR PVC PIPE AND DUCTILE IRON PIPE LINES SHALL BE MUELLER CATALOG NO. H-615 CLASS 150 MECHANICAL JOINT TAPPING SLEEVE OR APPROVED EQUAL.

TAPPING OUTLET FOR STEEL PIPE SHALL BE A WELD-ON OUTLET PER DISTRICT STANDARD DRAWINGS W-18 AND W-19.



APPROVED:

DRAWING NUMBER

BLUE

1500 GPM OR MOREVERY GOOD FLOWS

3'-0"

*IF 3' CLEAR IS NOT

POSSIBLE PLACE

HYDRANT BEHIND

SIDEWALK IN PARKWAY

7

09/07/2016

AutoCAD SHX Text

1

E

L

B

O

W

S

T

A

T

I

O

N

O

F

WATERMAIN

UNDISTURBED EARTH

TO BEAR AGAINST

2

H

1

H

6" MIN.

A

A

21

CLASS IV CONC.

H

.P

.I A

N

G

L

EW

A

TE

R

M

A

IN

HORIZONTAL THRUST BLOCK

PLAN

≤11.25°

≤22.50°

≤45°

≤67.50°

≤90°

2'-0"

4'-0"

4'-0"

4'-0"

1/2 O.D.

6"

9"

1/2 O.D.

6"

9"6"

6"

6"

H.P.I. ANGLELH H PIPE DIA.

SECTION A-A

6"

MIN

.

ELBOW


6" 12" 12"

6" 1'-3" 1'-3" 4'-0"

2'-0"

1'-8"

1'-2"

8"

8"

8"

8"

8"

1'-2"

2'-0"

1'-8"

8"

4'-0"

4'-0"

4'-0"

4'-0"

≤90°

≤67.50°

≤45°

≤22.50°

≤11.25°2'-0"1/2 O.D.1/2 O.D.8"

1/2 O.D.

1'-8"

2'-2"

2'-2"

10"

10"

10"

10"

10"

10"

1/2 O.D.

1'-8"

2'-2"

2'-2"

10"

4'-0"

4'-0"

4'-0"

4'-0"

6'-0"

1/2 O.D.

2'-0"

2'-3"

2'-3"

12"

12"

12"

12"

12"

12"

1/2 O.D.

2'-0"

2'-3"

2'-3"

12"

4'-0"

4'-0"

4'-0"

4'-0"

6'-0"

1/2 O.D.

2'-8"

2'-8"

2'-8"

16"

16"

16"

16"

16"

1'-6"

1/2 O.D.

2'-8"

2'-8"

2'-8"

1'-6"

4'-0"

4'-0"

6'-0"

8'-0"

10'-0"

1/2 O.D.

3'-0"

3'-0"

3'-0"

18"

18"

18"

18"

18"

1'-6"

1/2 O.D.

3'-0"

3'-0"

3'-0"

1'-6"

4'-0"

5'-0"

8'-0"

10'-0"

12'-0"

1/2 O.D.

3'-0"

3'-0"

3'-0"

20"

20"

20"

20"

20"

2'-0"

1/2 O.D.

3'-0"

3'-0"

3'-0"

2'-0"

4'-0"

5'-0"

9'-0"

11'-0"

13'-0"

1/2 O.D.

3'-0"

3'-0"

3'-0"

24"

24"

24"

24"

24"

2'-0"

1/2 O.D.

3'-0"

3'-0"

3'-0"

2'-0"

4'-0"

5'-0"

10'-0"

16'-0"

18'-0"

1/2 O.D.

3'-6"

3'-9"

3'-9"

30"

30"

30"

30"

30"

3'-6"

1/2 O.D.

3'-3"

3'-9"

3'-9"

3'-3"

4'-0"

8'-0"

12'-0"

18'-0"

21'-0"

1/2 O.D.

3'-9"

3'-9"

4'-2"

36"

36"

36"

36"

36"

3'-9"

1/2 O.D.

3'-9"

3'-9"

4'-2"

3'-9"

4'-0"

8'-0"

14'-0"

20'-0"

22'-0"

≤90°

≤67.50°

≤45°

≤22.50°

≤11.25°

≤90°

≤67.50°

≤45°

≤22.50°

≤11.25°

≤90°

≤67.50°

≤45°

≤22.50°

≤11.25°

≤90°

≤67.50°

≤45°

≤22.50°

≤11.25°

≤90°

≤67.50°

≤45°

≤22.50°

≤11.25°

≤90°

≤67.50°

≤45°

≤22.50°

≤11.25°

≤11.25°

≤22.50°

≤45°

≤67.50°

≤90°

≤11.25°

≤22.50°

≤45°

≤67.50°

≤90°

W-3A

CONCRETE THRUST BLOCKS FOR

PIPELINES, CLASS 200 PSI MAX



APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

L

WATERMAIN

ELBOW (TYP.)

FROM ENDS OF

HOLD BACK CONC.

#5 BAR (TYP.)

(TYP.)

3" CLR.

4" CLR. (TYP.)

CLASS IV CONCRETE

#5 REBAR @ 8" O.C.

E

L

B

O

W

S

T

A

T

I

O

N

O

F

L

E

L

B

O

W

S

T

A

T

I

O

N

O

F

UNDISTURBED EARTH

TO BEAR AGAINST

2

H

1

H

6" MIN.

B

B

A

A

21

CLASS IV CONC.

H

.P

.I A

N

G

L

EW

A

TE

R

M

A

IN

WATERMAIN ELBOW

BE

LO

W

VO

L. O

F C

ON

C.

CLASS IV CONC.

(TYP.)

3" CLR.

W

APPROVED EQUAL.

BITUMASTIC #50 OR

STEEL ROD W/KOPPERS

FIELD COAT EXPOSED

#5 BAR @8" O.C.

#5 BAR(TYP.)

VERTICAL ANCHOR BLOCK

SECTION B-B

SECTIONAL ELEVATION


SECTIONAL PLAN

DIFFERENCE

GRADE %

CONC (cu ft)

VOLUME OF

WPIPE DIA.

5 TO 15

16 TO 25

26 TO 35

36 TO 45

46 TO 55

56 TO 65

5 TO 10

11 TO 25

26 TO 40

41 TO 55

5 TO 10

11 TO 20

21 TO 30

31 TO 40

41 TO 55

5 TO 15

16 TO 25

26 TO 35

36 TO 45

46 TO 55

5 TO 15

16 TO 25

26 TO 35

36 TO 45

46 TO 55

4.3

6.5

8.6

10.8

13.0

15.1

7.6

11.4

15.2

22.8

10.3

15.5

20.6

31.0

41.3

20.9

27.8

41.7

55.6

69.5

27.6

36.8

55.3

73.7

92.1

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-6"

2'-6"

2'-6"

2'-6"

2'-6"

2'-6"

2'-6"

2'-6"

2'-6"

2'-6"12"

12"

12"

12"

12"

10"

10"

10"

10"

10"

8"

8"

8"

8"

8"

6"

6"

6"

6"

4"

4"

4"

4"

4"

4"5° TO 41°

42° TO 83°

84° TO 104°

5° TO 27°

28° TO 51°

52° TO 90°

5° TO 20°

21° TO 36°

37° TO 54°

55° TO 78°

79° TO 111°

5° TO 16°

17° TO 28°

29° TO 39°

40° TO 53°

54° TO 70°

71° TO 120°

5° TO 13°

14° TO 22°

23° TO 30°

31° TO 40°

41° TO 52°

53° TO 83°

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"

4'-0"

4'-0"

4'-0"

6'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

6'-0"

1/2 O.D.

4"

5"

1/2 O.D.

6"

9"

1/2 O.D.

8"

10"

1'-1"

1'-4"

1/2 O.D.

10"

11"

1'-2"

1'-5"

1'-5"

1/2 O.D.

12"

12"

1'-3"

1'-6"

1'-6"

1/2 O.D.

4"

10"

1/2 O.D.

6"

1'-6"

1/2 O.D.

8"

1'-8"

2'-2"

2'-8"

1/2 O.D.

10"

1'-10"

2'-4"

2'-10"

2'-10"

1/2 O.D.

12"

2'-0"

2'-6"

3'-0"

3'-0"12"

12"

12"

12"

12"

12"

10"

10"

10"

10"

10"

10"

8"

8"

8"

8"

8"

6"

6"

6"

4"

4"

4"

H.P.I. ANGLELH H PIPE DIA.

SECTION A-A

6"

MIN

.

W-3A

PIPELINES, CLASS 200 P.S.I. MAX.




APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

WATERMAIN

AutoCAD SHX Text

ELBOW

B

B

E

L

B

O

W

S

T

A

T

I

O

N

O

F

CONCRETE

CLASS IV

UNDISTURBED EARTH

TO BEAR AGAINST

L

ELEVATION

2

H

W

WATERMAIN

SECTION B-B

PIPE DIA. W H L GRADE % DIFF.

6" & 8"

6" & 8"

6" & 8"

6" & 8"

6" & 8" 2'-6"

2'-6"

2'-6"

2'-6"

2'-6"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

2'-0"

1'-6"

1'-6"

1'-6"

1'-6"

46 TO 55

36 TO 45

26 TO 35

16 TO 25

5 TO 15

VERTICAL BEARER BLOCK

2

GRADE

DIFFERENCE


2'-0"1'-0"10" 2'-6"

2'-6"10"

1'-0"

1'-0"

2'-0"

2'-0"

2'-6"10" 1'-0" 2'-0"

26 TO 35

36 TO 45

46 TO 55

16 TO 25

5 TO 152'-0"1'-0"2'-6"10"

10" 2'-6"

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

2'-6"12"

1'-3"

1'-3"

2'-6"

2'-0"

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

26 TO 35

36 TO 45

46 TO 55

16 TO 25

5 TO 152'-0"1'-3"2'-6"12"

12" 2'-6"

2'-0"1'-6"16" 3'-0"

3'-0"16"

1'-6"

1'-6"

3'-0"

2'-0"

3'-0"16" 1'-6" 2'-0"

26 TO 35

36 TO 45

46 TO 55

16 TO 25

5 TO 152'-0"1'-6"3'-0"16"

16" 3'-0"

2'-6"1'-6"18" 3'-0"

3'-0"18"

1'-6"

1'-6"

5'-0"

3'-0"

3'-0"18" 1'-6" 2'-0"

26 TO 35

36 TO 45

46 TO 55

16 TO 25

5 TO 152'-0"1'-6"3'-0"18"

18" 3'-0"

2'-6"1'-6"20" 3'-6"

3'-6"20"

1'-6"

1'-6"

5'-0"

3'-0"

3'-6"20" 1'-6" 2'-0"

26 TO 35

36 TO 45

46 TO 55

16 TO 25

5 TO 152'-0"1'-6"3'-6"20"

20" 3'-6"

3'-0"1'-8"24" 4'-0"

4'-0"24"

1'-8"

1'-8"

5'-0"

3'-6"

4'-0"24" 1'-8" 2'-6"

26 TO 35

36 TO 45

46 TO 55

16 TO 25

5 TO 152'-0"1'-8"4'-0"24"

24" 4'-0"

4'-0"2'-0"30" 4'-6"

4'-6"30"

2'-0"

2'-0"

6'-6"

5'-0"

4'-6"30" 2'-0" 3'-0"

26 TO 35

36 TO 45

46 TO 55

16 TO 25

5 TO 152'-0"2'-0"4'-6"30"

30" 4'-6"

5'-0"2'-0"36" 5'-6"

5'-6"36"

2'-0"

2'-0"

8'-0"

6'-6"

5'-6"36" 2'-0" 3'-6"

26 TO 35

36 TO 45

46 TO 55

16 TO 25

5 TO 152'-0"2'-0"5'-6"36"

36" 5'-6"

W-3B


PIPELINES, 200 P.S.I. MAX.



APPROVED:

DRAWING NUMBER

09/07/2016

SECTIONAL PLAN

H 2

1

H

WATERMAIN

CLASS IV CONCRETE

UNDISTURBED EARTH

TO BEAR AGAINST

D

STA.

WATERMAIN

W

END THRUST BLOCK

SECTION D-D

C

C

D

E

L

B

O

W

S

T

A

T

I

O

N

O

F

CONCRETE

CLASS IV

UNDISTURBED EARTH

TO BEAR AGAINST

L

SECTIONAL ELEVATION

2

H

W

WATERMAIN

* USE OUTLET PIPE DIAMETER

CLASS IV CONC.

WATERMAIN

1H

2H

6" MIN

WATERMAIN

T

E

E

S

T

A

T

I

O

N

O

F

L

E

E

SECTIONAL PLAN

SECTION E-E

TEE THRUST BLOCK

*PIPE DIA.

2

H H

1

L

4" 9" 6" 3'-6"

6" 1'-6" 9" 4'-0"

8" 2'-2" 1'-1" 4'-0"

10" 2'-10" 1'-5" 4'-0"

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

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

4'-0"1'-5"2'-10"10"

4'-0"1'-1"2'-2"8"

4'-0"9"1'-6"6"

3'-6"6"9"4"

L

1

H H

2

*PIPE DIA.

SECTION C-C

PIPE DIA. W H L GRADE % DIFF.

4"

6"

6"

8"

8"

8"

10"

10"

10"

12"

12"

12" 2'-6"

2'-6"

2'-6"

2'-6"

2'-6"

2'-6"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

1'-6"

1'-3"

1'-3"

1'-3"

1'-2"

1'-2"

1'-2"

10"

10"

10"

9"

9"

8"

4'-0"

3'-0"

2'-0"

3'-0"

2'-0"

1'-0"

2'-0"

1'-6"

1'-0"

1'-6"

1'-0"

1'-0"

46 TO 60

26 TO 45

5 TO 25

41 TO 60

11 TO 40

5 TO 10

41 TO 55

16 TO 40

5 TO 25

41 TO 55

5 TO 40

5 TO 60


2

GRADE

DIFFERENCE

6"

MIN.

TO BEAR AGAINST UNDISTURBED EARTH

W-3B





APPROVED:

DRAWING NUMBER

09/07/2016

WATERMAIN

ELBOW (TYP.)

FROM ENDS OF

HOLD BACK CONC.

#

5

B

A

R

(

T

Y

P

.

)

(TYP.)

3" CLR.

4" CLR. (TYP.)

CLASS IV CONCRETE

#5 REBAR @ 8" O.C.

E

L

B

O

W

S

T

A

T

I

O

N

O

F

C

C

WATERMAIN ELBOW

BE

LO

W

VO

L. O

F C

ON

C.

CLASS IV CONC.

(TYP.)

3" CLR.

W

APPROVED EQUAL.

BITUMASTIC #50 OR

STEEL ROD W/KOPPERS

FIELD COAT EXPOSED

#5 BAR @8" O.C.

#5 BAR(TYP.)


SECTION C-C

SECTIONAL ELEVATION

DIFFERENCE

GRADE %

CONC (cu ft)

VOLUME OF

WPIPE DIA.

5 TO 15

16 TO 25

26 TO 35

36 TO 45

46 TO 55

7.6

11.4

15.2

22.8

31.0

2'-6"

2'-6"

2'-6"

2'-6"

2'-6"6"

6"

6"

6"

6"


2'-6"8"

8" 2'-6"

31.0

41.3

8"

8" 2'-6"

2'-6"

15.5

20.6

36 TO 45

46 TO 55

16 TO 25

26 TO 35

8" 2'-6" 10.3 5 TO 15

3'-0"10"

10" 3'-0"

73.7

92.1

10"

10" 3'-0"

3'-0"

36.8

55.3

36 TO 45

46 TO 55

16 TO 25

26 TO 35

10" 3'-0" 27.6 5 TO 15

3'-6"12"

12" 3'-6"

75.0

97.5

12"

12" 3'-6"

3'-6"

45.0

67.5

36 TO 45

46 TO 55

16 TO 25

26 TO 35

12" 3'-6" 30.0 5 TO 15

4'-0"16"

16" 4'-0"

130.0

168.0

16"

16" 4'-0"

4'-0"

72.0

84.0

36 TO 45

46 TO 55

16 TO 25

26 TO 35

16" 4'-0" 48.0 5 TO 15

4'-0"18"

18" 4'-0"

192.5

270.0

18"

18" 4'-0"

4'-0"

108.0

135.0

36 TO 45

46 TO 55

16 TO 25

26 TO 35

18" 4'-0" 81.0 5 TO 15

4'-3"20"

20" 4'-3"

216.0

297.0

20"

20" 4'-3"

4'-3"

162.0

189.0

36 TO 45

46 TO 55

16 TO 25

26 TO 35

20" 4'-3" 108.0 5 TO 15

4'-6"24"

24" 4'-6"

270.0

330.0

24"

24" 4'-6"

4'-6"

150.0

210.0

36 TO 45

46 TO 55

16 TO 25

26 TO 35

24" 4'-6" 120.0 5 TO 15

5'-0"30"

30" 5'-0"

462.0

546.0

30"

30" 5'-0"

5'-0"

294.0

378.0

36 TO 45

46 TO 55

16 TO 25

26 TO 35

30" 5'-0" 168.0 5 TO 15

5'-6"36"

36" 5'-6"

637.0

784.0

36"

36" 5'-6"

a

a

490.0

36 TO 45

46 TO 55

16 TO 25

26 TO 35

36" 5'-6" 196.0 5 TO 15

GRADE DIFFERENCE

W-3C

PIPELINES, CLASS 200 P.S.I. MAX.




APPROVED:

DRAWING NUMBER

09/07/2016

PLAN

H

21

H

WATERMAIN

CLASS IV CONCRETE

UNDISTURBED EARTH

TO BEAR AGAINST

D

STA.

WATERMAIN

W

END THRUST BLOCK

SECTION D-D

* USE OUTLET PIPE DIAMETER

CLASS IV CONC.

WATERMAIN

1H

2H

6" MIN

WATERMAIN

T

E

E

S

T

A

T

I

O

N

O

F

L

E

E

PLAN

SECTION E-E

TEE THRUST BLOCK

5'-0"3'-0"1'-0"12"

4'-0"2'-6"1'-0"10"

4'-0"2'-3"1'-0"8"

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

3'-6"1'-0"1'-04"

L

1

H H

2

*PIPE DIA.

6"

MIN.

TO BEAR AGAINST UNDISTURBED EARTH

20"

24"

16"

18"

1'-8"

2'-0"

1'-4"

1'-6"

3'-6"

4'-0"

3'-0"

3'-0"

4'-0"

5'-0"

4'-0"

4'-0"

30"

36"

2'-6"

3'-0" 5'-0"

4'-6" 4'-0"

4'-0"

PIPE DIA.

4'-6"

5'-0"

3'-0"

3'-0"

4'-0"

3'-6"

1'-0"

1'-0"

2'-3"

2'-6"

3'-0"

3'-0"

2'-6"

1'-6"

2'-0"

1'-8"

36"

30"

18"

24"

20"

1'-4"

H

1'-0

1'-0"

1'-0"

1'-0"

1'-0"

10"

16"

12"

6"

8"

4"

1

H

2

4'-0"

4'-0"

4'-0"

5'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

5'-0"

3'-6"

L

W-3D





APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

D

1

2

3

4

5

6

7

METER BOX AND COVER TO BE FURNISHED BY THE DISTRICT.

1" X 1" OR 1" X 3/4" INVERTED KEY ANGLE METER VALVE, PACK JOINT INLET X METER SWIVEL NUT OUTLET,

1" COPPER WATER SERVICE, TYPE "K", SOFT TEMPER, PER ASTM B-88.

1" I.P.T. PAINTED DUCTILE IRON SERVICE SADDLE WITH DOUBLE STAINLESS STEEL STRAPS,

1" OR 3/4" BRASS BALL VALVE TO BE FURNISHED BY THE DISTRICT,

1" Ø BALL CORP. STOP, I.P.T. INLET X PACK JOINT OUTLET, FORD FB1100, MULLER P-25028 OR APPROVED EQUAL.

METER TO BE FURNISHED BY THE DISTRICT. 3/4" OR 1"

DESCRIPTION

WATER MAIN

VARIABLE

6"

MIN

.

1 27

3

6

4

FINISHED GROUND SURFACE

CONNECTION & PRIVATE PIPING

BY OTHERS

METER COUPLING

10° MIN.

45° MAX.

36" M

IN

.

SERVICE SHALL NOT

EXTEND OVER 3"

ABOVE TOP OF MAIN

SADDLE DETAIL

IMPORTED SAND BASE

FORD FS202, MULLER DB2S, ROMAC 202S, SMITH-BLAIR 317 OR APPROVED EQUAL

FORD KV43, MULLER P-14258 OR APPROVED EQUAL.

5

FORD B-13 WITH HH-34 HIGH LEVEL HANDLE OR APPROVED EQUAL

NOTES:

1. CHISEL 1" HIGH " W " ON TOP OF CURB DIRECTLY OVER WATER SERVICE LATERAL

8

1" OR 3/4" THREADED, GALVANIZED IRON PIPE NIPPLE8

THREAD COUPLING (FEMALE)

W-4

WATER SERVICE DETAIL

3/4 " & 1" METER



APPROVED:

DRAWING NUMBER

24" MIN.

10"

12"

09/07/2016

9

1

2" RESILIENT SEATED GATE VALVE, FEMALE X FEMALE IRON PIPE THREAD WITH 2" OPERATING NUT

1 1/2" OR 2" METER TO BE FURNISHED BY THE DISTRICT.

8

FORD FV-13 AND/OR FV-43, MULLER P-14277 OR APPROVED EQUAL.

METER BOX AND COVER.

2" DIAMETER 90 ° SILVER SOLDERED ELBOW.

7

6

5

PAINTED IRON SERVICE SADDLE WITH DOUBLE STAINLESS STEEL STRAPS,

4

2" TYPE K COPPER TUBING

3

1 1/2" OR 2" BRASS BALL METER VALVE, METER FLANGE X FEMALE IRON PIPE THREAD,

2

MUELLER A-2360 OR APPROVED EQUAL

78

3

5

3" MIN (TYP.) ALL AROUND

4

1

42

" M

IN

.

BY OTHER

CONNECTION & PRIVATE PIPING


2

6

MIN

.

6"

IMPORTED SAND BASE

VARIABLE

WATER MAIN

DESCRIPTION

FORD FS 202, ROMAC 202S 0R SMITH-BLAIR 317.

VALVE BOX AND COVER PER STANDARD DRAWING NO. 11

2

10

FORD BF-13 OR APPROVED EQUAL.

10

2" THREADED GALVANIZED PIPE NIPPLE

11

BRASS COUPLING, MALE IRON PIPE THREAD X PACK JOINT, FORD C-84 OR APPROVED EQUAL

9

11

2

NOTES:

1. CHISEL 1" HIGH " W " ON TOP OF CURB DIRECTLY OVER WATER SERVICE LATERAL

2. WRAP GIP PIPE WITH 2 LAYERS OF 10 MILS PVC TAPE

W-5


1 1/2" & 2" METER



APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

2" ANGLE METER VALVE W/ PACK JOINT INLET, METER FLANGE OUTLET AND LOCK WING,

2'-0" MINIMUMVARIABLE

PR

OP

ER

TY

O

R R

IG

HT

-O

F-W

AY

LIN

E

FINISHED GRADE

CONTINUOUS UPGRADE TO AIR VALVE

9

11

8

7

10

4

6

5

3

5

2

1

WATER MAIN

JOINT COMPOUND.

SHARP AND SEALED WITH AN APPROVED

PIPE THREADS SHALL BE CLEAN AND

BE SAME DIAMETER AS AIR VALVE

ALL PIPE FITTINGS AND VALVES SHALL

11

BRASS NIPPLE; 1/2" BRASS ST. EL..

1/2" BRASS GATE VALVE, (NO HANDLE); 1/2" X 2"

10

9

8

7

6

5

4

3

2

1

DESCRIPTIONITEM

BRASS PIPE NIPPLE, THREADED BOTH ENDS.

PROVIDE EXHAUST SCREEN.

"APCO" HEAVY DUTY COMB. AIR RELEASE VALVE.

BRASS OR BRONZE GLOBE VALVE (1")

BRASS COUPLING AT SURFACE ON CONC.

BRASS PIPE (1")

TYPE K SOFT COPPER PIPE (1")

CORP. STOP PER STD. DWG. NO.W-4

SERVICE SADDLE PER STD. DWG. NO. W-4

12" (TYP.)

METAL ENCLOSURE SEE SHEET 3 OF 3

CLASS IV CONCRETE PAD PER SHEET 3

POUR CONCRETE AGAINST WELL

COMPACTED EARTH. (90% MIN.)

VA

RIA

BLE

WITH LOCKING WINGS.

W-6A

AIR VALVE INSTALLATION

FOR 1" DIAMETER ONLY



APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

INLET.

AutoCAD SHX Text

NIPPLE T-1E. ORIENTED TO CLEAR AIR VALVE BODY.

AutoCAD SHX Text

T-2E; STD. BLK, 90%%D ELBOW; & 3" LONG STD GALV.

AutoCAD SHX Text

STD. GALV. 90%%D ST. ELBOW; 3" LONG STD BLK NIPPLE

AutoCAD SHX Text

SILVER SOLDERED 90%%D ELBOWS OR COMPRESSION JOINT

7

6

5

4

3

1

2

STANDARD WEIGHT GALV. 90° ELBOW W/EXHAUST SCREEN.

FLANGED BOTTOM, 300 W.O.G. MODEL 149C. SIZE AS CALLED FOR ON PLAN

STAINLESS STEEL AND BRONZE INTERNAL WORKING PARTS, STANDARD SCREWED OUTLET TOP AND

"APCO" HEAVY DUTY COMBINATION AIR RELEASE VALVE, OR APPROVED EQUAL, CAST IRON BODY,

SCH 40 FLG. SPOOL

SCH 40 STEEL PIPE, WRAPPED W/TWO LAYERS OF 10 MILS PVC TAPE FOR BELOW GROUND PORTION.

8" VALVE BOX AND COVER PER STANDARD DWG. W-11.

NUT, MUELLER OR APPROVED EQUAL. SEE STD DWG W-11. SIZE TO MATCH AIR VALVE

A.W.W.A. C-509 FLANGED RESILENT SEAT GATE VALVE, CLASS AS NOTED ON PLAN, 2" SQ. OPERATING

FL X FL 90° ELBOW, SIZE TO MATCH AIR VALVE

CONTINUOUS UP-GRADE TO AIR VALVE

1

DESCRIPTIONITEM

VARIABLE1'-6"

VA

RIA

BLE

VA

RIA

BLE

WATERMAIN

THRUST BLOCK PER

STD. DWG. W-3

POUR AGAINST

UNDISTURBED

EARTH.

TO BE FIELD DETERMINED IN ORDER TO CLEAR

ANY OBSTRUCTIONS. LENGTH AND POSITION AS

DIRECTED BY THE DISTRICT INSPECTOR.

CLASS "IV" CONCRETE PAD SEE SHEET3 FOE DETAIL


METAL

ENCLOSURE

SEE SHEET 3

8"

MA

X.

2

1

6

5

7

3

FOR DETAIL

4

SIZE TO MATCH AIR VALVE

W-6B

AIR VALVE INSTALLATION

FOR 2" OR LARGER



APPROVED:

DRAWING NUMBER

09/07/2016

1" AND 2" DIAMETER AIR VALVE ENCLOSURES

4" DIAMETER AIR VALVE ENCLOSURE

24"Ø

30

"

3"

6 - 1"Ø HOLES

7 GA. (HOT DIPPED GALV.)

40 - 3/4"Ø HOLES

5 ROWS x 8 HOLES PER ROW

4 "L" CLIPS 1/4"x3"x3"x3"

ENCLOSURE AND GUARD POSTS

EXTERIOR PAINTED WITH PRIMER

AND TWO(2) COATS OF YELLOW

DUPONT PAINT #7001 OR APPROVED

EQUAL. (NO PRIMER ON BRASS

OR BRONZE.)

1" GAP

3'x3'x8" CONCRETE PAD

4'x4'x8" CONCRETE PAD

1" GAP

OR BRONZE.)






4 "L" CLIPS 1/4"x3"x3"x3"


40 - 3/4"Ø HOLES


6 - 1"Ø HOLES

2"

36

"

36"Ø

7 GA. TOP

7 GA. TOP

W-6CAIR VALVE ENCLOSURES



APPROVED:

DRAWING NUMBER

09/07/2016

8" THICK CONCRETE PAD

1" GAP

OR BRONZE.)






4 "L" CLIPS 1/4"x3"x3"x3"


40 - 3/4"Ø HOLES


6 - 1"Ø HOLES

2"

HE

IG

HT

, h

IN

IN

CH

DIAMETER, d IN INCH

7 GA. TOP

(OPEN FIELD) OR GREEN (IN TRACT)

(DIA + 6 INCH) ON EACH SIDE

SQUARE FOOTING

SIZE OF AIR VALVE IN INCH

1"

1-1/2"

2"

3"

4"

DIAMETER, d HEIGHT, h

16"

18"

24"

30"

36"

30"

30"

36"

36"

36"

W-6C

AIR VALVE ENCLOSURES



APPROVED:

DRAWING NUMBER

09/07/2016

5

4

3

2

1

4" OR 6" FxF R.S. GATE VALVE WITH PRESSURE RATING TO MATCH MAIN LINE. SEE W-11.

4" OR 6" THREAD GALVANIZED IRON PIPE COUPLING WITH SLOTTED PLUG

8" VALVE BOX AND COVER PER STANDARD DRAWING NO. 11

STD. DWG. W-3

THRUST BLOCK PER

GROUND SURFACE


1. LOCATE BLOW-OFF VALVE CAN 2'-0" IN FRONT OF FACE CURB

NOTES:

4" OR 6" FLEXIBLE COUPLING

4" OR 6" SCHEDULE 40 STEEL PIPE, FIELD WRAPPED BELOW GROUND PART WITH TWO LAYERS OF 10 MILS PVC TAPE.

3

5

DESCRIPTIONITEM

4


2

1

1

WATER MAIN

THRUST BLOCK PER

STD. DWG. W-3

2. 4" BLOW-OFF WILL BE REQUIRED FOR 6" - 12" WATER MAIN;

3. SIZE OF PIPE, VALVE AND FITTINGS SHALL CONFORM TO THE SIZE OF BLOW-OFF REQUIRED.

6" BLOW-OFF WILL BE REQUIRED FOR 14" AND LARGER WATER MAIN.

4" & 6" BLOW-OFF ASSEMBLY W-7



APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

24"

5

4

3

2

1

2" OR 4" FxF R.S. GATE VALVE WITH PRESSURE RATING TO MATCH MAIN LINE. SEE W-11.

2" OR 4" THREAD GALVANIZED IRON PIPE COUPLING WITH SLOTTED PLUG

8" VALVE BOX AND COVER PER STANDARD DRAWING NO. 11

STD. DWG. W-3

THRUST BLOCK PER

GROUND SURFACE


2" OR 4" FLEXIBLE COUPLING

2" OR 4" SCHEDULE 40 GALVANIZED STEEL PIPE WRAPPED WITH TWO LAYERS OF 10 MILS PVC TAPE.

3

5

DESCRIPTIONITEM

4


2

24"

1

1

WATER MAIN

THRUST BLOCK PER

STD. DWG. W-3

6 DUCTILE IRON PLUG OR CAP WITH 2" OR 4" THREADED OUTLET.

6

A 4" FLUSH-OUT SHALL BE REQUIRED FOR 8" AND LARGER WATER MAIN.

3. SIZE OF PIPE, VALVE AND FITTINGS SHALL CONFORM TO THE SIZE OF FLUSH-OUT REQUIRED.

2. A 2" FLUSH-OUT SHALL BE REQUIRED FOR 6" AND SMALLER WATER MAIN.

1. LOCATE DEAD-END FLUSH-OUT VALVE CAN 2'-0" IN FRONT OF FACE CURB

NOTES:

W-82" & 4" DEAD-END FLUSH-OUT



APPROVED:

DRAWING NUMBER

09/07/2016

2

3

4

1

2

A

A AT LEAST 10 DIAMETERS

OF STRAIGHT PIPE AT INLET

SEE W-9A FOR DETAIL

2

INLINE STRAINER

7

6

2

4

5

BY CUSTOMER


SECTION A-A

PLAN VIEW

BYPASS LINE, SIZE TO MATCH METER

2. METER AND GATE VALVES SHALL HAVE APPROVED PIPE SUPPORT.

7

6

5

4

3

2

1

2"Ø CURB STOP INSIDE I.P.T. X INSIDE I.P.T.

2"Ø X 6" LONG STD. WT. GALV. PIPE THREADED BOTH ENDS

2" STD. BLK. GALVANIZED STEEL COUPLING WELDED TO PIPE

VICTAULIC COUPLING

METER TO BE FURNISHED BY THE DISTRICT

RESILIENT SEATED GATE VALVE W/HANDWHEEL

SCH.40 STEEL PIPE, SAME SIZE AS METER

DESCRIPTIONITEM

1

BY CUSTOMER

2

FOR ABOVE GROUND INSTALLATION

1

TO OUTLET GATE VALVE

AT WATER MAIN

AT WATER MAIN


SEE W-9A FOR DETAIL

1

24"

10 DIA

3 DIA

24"

1

3

INLINE STRAINER

3. INSTALL FITTINGS AND THRUST BLOCKS AS NEEDED

1. SIZE OF METER AND BY-PASS LINE AS CALLED FOR ON THE PLANS

NOTES

W-9

TURBINE METER INSTALLATION

3" AND LARGER METER




APPROVED:

DRAWING NUMBER

09/07/2016

1

2

3

4

1

2

AA

AT LEAST 10 DIAMETERS OF

STRAIGHT PIPE AT INLET.


AT WATER MAIN IN STREET

METER

2 3 7

6

2

4

5

BY CUSTOMER

1

SECTION A-A

PLAN VIEW

ITEM QTY

DESCRIPTION

FLANGED TEE, SIZE TO MATCH METER, WITH SIDE OUTLET TO MEET USER'S DEMAND

RESILENT SEAT GATE VALVE PER SPECIFICATION W/VALVE BOX & COVER,

SIZE TO MATCH LINE SIZE, MUELLER OR APPROVED EQUAL.

COMPOUND METER PURCHASED FROM THE DISTRICT. 4", 6", & 8"

FLEXIBLE COUPLING

2" STD. BLK. COUPLING WELDED TO PIPE.

2"Ø X 6" LONG STD. WT. GALV. PIPE THREADED BOTH ENDS.

2"Ø CURB STOP INSIDE I.P.T. X INSIDE I.P.T. JONES MODEL J-200

OR APPROVED EQUAL.

2

3

1

1

1

1

1

1

2

3

4

5

6

7

NOTES:

BYPASS LINE SIZED TO MEET USER'S DEMAND. (D.I.P. OR CML&C STEEL)

2

INLINE STRAINER

AT LEAST 5 DIAMETERS OF

STRAIGHT PIPE AT OUTLET.


( SEE W-9A FOR DETAIL)

9"

9"

18"

24"

1. METERS AND GATE VALVE SHALL APPROVED PIPE SUPPORT

2. 24" MINIMUM CLEARNESS REQUIRED AROUND METER

3. DEPENDING ON THE RIGHT-OF-WAY, METER MAY HAVE TO BE

INSTALLED PARALLEL TO PROPERTY LINE

24"

W-10


3" AND LARGER METER

COMPOUND METER INSTALATION



APPROVED:

DRAWING NUMBER

09/07/2016

FINISHED GRADE

NOTES:

VALVE MARKER SHALL BE INSTALLED AS DIRECTED BY THE DISTRICT INSPECTOR.

DELETE VALVE MARKER WHENEVER VALVE BOX IS INSTALLED IN A ROAD

HAVING CURB AND GUTTER.

CLASS IV CONCRETE FLANGE, 20" SQ. POUR AGAINST WELL COMPACTED

EARTH, 90% MIN. DELETE IF VALVE BOX IS INSTALLED IN A PAVED ROAD.

1.

2.

PLAN DETAIL

BRACING PLATE

6" X 1/4" SOLID DISC.

TACKLED BRACING

PLATE TO STEM

1"Ø BLACK PIPE A.S.T.M.-120. PROVIDE

VALVE STEM EXTENSION WHERE DEPTH

TO OPERATOR NUT EXCEEDS 5'.

8" GATE CAP, HEAVY DUTY ALHAMBRA FDRY.

NO. A29606, OR APPROVED EQUAL.

MARKED "WATER"

CONCRETE FLANGE (SEE NOTE 2)

8" O.D. X 12 GA. GALVANIZED STEEL

SLIP CAN TOP SECTION

SLIP CAN LENGTH 18" OR AS REQUIRED.

8-5/8" O.D. X 12 GA. GALVANIZED STEEL PIPE,

OR 8" DIAMETER, CLASS 200 PVC PIPE

ADAPT TO OPERATING NUT ON VALVE

WATER MAIN

FLANGED GATE OR BUTTERFLY

VALVE, CLASS AS NOTED ON PLAN.

ALL VALVES TO BE FURNISHED WITH 2" SQ.

OPERATING NUT. ALL INTERNAL

FERROUS SURFACES SHALL BE EPOXY

COATED.

2" SQ. OPERATING NUT

10"

6"

MIN

.

3'-0"

WATER

IRON COVER WITH WORD

"WATER" CAST THEREON

FLANGED COUPLING ADAPTOR

BOTH ENDS

LOCATING WIRE

MA

XIM

UM

W-11

VALVE AND VALVE BOX

INSTALLATION DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016

L

C

5"

6"

2'-6

"3

'-0

"

BY THE DISTRICT INSPECTOR OR ENGINEER.

LOCATION SHALL BE AS SHOWN ON PLAN VIEW, OR AS DIRECTED IN THE FIELD

COMPACTED EARTH, 90% MIN.

POUR AGAINST UNDISTURBED OR WELL

CLASS IV CONCRETE FOOTING, 10" DIA.

FINISHED GRADE

SLOPE 1" DOWN TO DRAIN

PIPE, AND FILLED WITH CLASS 1V CONCRETE

#4 RE-BAR, FULL-LENGTH, CENTERED IN

TWO COATS OF PAINT - COLOR TO MATCH

STEEL PIPE PAINTED WITH PRIMER AND

4" DIA. X 5'-6" LONG SCHEDULE 40

ROUND OVER CONC. TO FORM CAP

TO MATCH COLOR OF DEVICE TO BE

PROTECTED.

W-12

GUARD POST

INSTALLATION DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

%%UNOTE:

FIELD INSTALLATION

1. STEEL BONDING CLIP:

MATERIAL SPECIFICATION: ASTM A366 (COMMERCIAL QUALITY).

CUT LENGTH: 2-1/2" ± 1/16"

WIDTH: 1-1/4" ± 1/16"

2. LYTHERM FILLER STRIP TO BE 1" x 1-1/2" WIDE TO OVERLAP SIDES OF CLIP.

3. CRIMP BONDING CLIP OVER FILLER AT "A" TO COMPRESS FILLER.

NOTES:

t

t

1/2"

1/4

"

15

/1

6"

PT. "A"

LYTHERM FILLER STRIP

1/4" R

1/4" R

t=10 GA.

3-BONDING CLIPS REQUIRED

PER JOINT @ 120° SPACING.

CHIP CONCRETE AS REQUIRED

FOR WELDING (TYP.).

BONDING CLIP DETAIL W-13



APPROVED:

DRAWING NUMBER

09/07/2016

O.D

. O

F P

IP

E C

YL

IN

DE

R

I.D

. O

F B

UT

TS

TR

AP

S

10"

5"5"

L

C

HANDHOLES (TYP)

LOCATION FOR 2

SEE NOTE 3 & 4).

"T" (STEEL THICKNESS,

GAUGE WWM.

CML REINFORCE WITH #13

AS BALANCE OF PIPELINE) FOR

FIELD APPLIED LINING (SAME

#13 GAUGE WWM.

CMC REINFORCE WITH 2" X 4"

AS BALANCE OF PIPELINE) FOR

FIELD APPLIED COATING (SAME

FOR PRESSURE CLASS.)

W/PLUG. (SEE NOTE 3 & 4

5" Ø STEEL HALF-COUPLING

30°30°

5.

4.

3.

2.

1.

SEAL THREADS WITH A NON-TOXIC COMPOUND.

5"+BLACK,SOLID,BAR PLUG,CLASS 300,CRANE OR APPROVED EQUAL.

5"+BLACK,HALF-COUPLING,CLASS 300,CRANE OR APPROVED EQUAL.

"T"=3/8" FOR 30" Ø.

"T"=5/16" FOR 24" Ø.

"T"=1/4" FOR 16" Ø THROUGH 20" Ø.

"T"=3/16" FOR 4" Ø THROUGH 14" Ø.

GREATER THAN CLASS 200 THROUGH CLASS 350 PIPELINES:

5"-BLACK,CORED,BAR PLUG,CLASS 150,CRANE OR APPROVED EQUAL.

5"-BLACK,HALF-COUPLING,CLASS 150,CRANE OR APPROVED EQUAL.

"T"=1/4" FOR 30" Ø

"T"=3/16" FOR 4" Ø THROUGH 24" Ø.

UP TO CLASS 200 PIPELINES:

2 HANDHOLES REQUIRED FOR 20" Ø PIPE THROUGH 30" Ø PIPE.

1 HANDHOLE REQUIRED FOR 4" Ø PIPE THROUGH 18" Ø PIPE.

END VIEW

SIDE VIEW

NOTES:

W-14BUTT STRAP DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016


6

5

4

3

2

1

OR APPROVED EQUAL. SIZE AS CALLED FOR ON THE DRAWING

DOUBLE CHECK/ DETECTOR CHECK BACKFLOW PREVENTER, FEBCO, WILKIN

FLANGED 90° REDUCING ELBOW OR FLANGED TEE WHEN HOSE CONNECTOR IS REQUIRED

8" VALVE BOX AND COVER PER STANDARD DRAWING W-11

BRANCH PIPELINE (SIZE = SIZE OF BACKFLOW PREVENTER + 2")

DESCRIPTIONITEM

GATE VALVE WITH 2" OPERATING NUT (SIZE = LINE SIZE)

6

1

2

1

1

7

7

3

7

FLANGED 90° ELBOW OR WELDED ELBOW

9

FLANGED TEE

WATER MAIN

4

5

THRUST BLOCK

PER W-3 (TYP.)

8

24" TO 30"

SCHEDULE 40 STEEL PIPE WRAPPED WITH TWO LAYERS OF 10 MILS PVC TAPE

PROPERTY LINE

24" MIN.

INSTALL HOSE CONNECTOR AS REQUIRED

BY LOCAL FIRE AUTHORITY

8

FLEXIBLE COUPLING OR FLANGED COUPLING ADAPTOR

NOTES

1. 24" MINIMUM CLEARANCE REQUIRED AROUND THE DEVICE

2. DEPENDING ON THE RIGHT-OF-WAY, DEVICE MAY

HAVE TO BE INSTALLED PARALLEL TO PROPERTY LINE

TO ON-SITE FIRE LINE BY CUSTOMER

BACKFLOW PREVENTER

FLANGED 90° REDUCING ELBOW

9

3. PAINT THE DEVICE IN GREEN COLOR PER SPECIFICATION

By Customer

W-15

FIRE SERVICE

INSTALLATION DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016

2.

1.

BE APPROVED BY THE DISTRICT.

INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL

DIAMETER OF CONCRETE FOOTING SHALL BE 3 TIMES O.D. OF POST OR 8" MINIMUM.

NOTES:

GROUND SURFACE

SCH. 40 GALV. PIPE

CORNER POST 4" O.D.

BA

R

1/4

"x3

/4

" S

TR

ET

CH

ER

(TYP.)

42" MIN.

36" MIN.

(TYP.)

(TYP.)

36" MIN.

10

' M

AX

. (T

YP

.)

10

' M

AX

. (T

YP

.)

TR

US

S R

OD

3/8

"Ø

A

DJU

ST

AB

LE

GA

LV

. P

IP

E

1-5

/8

" O

.D

. S

CH

. 4

0

FABRIC

9 GA. GALV.

REDWOOD SLATS

AR

M

AN

D B

AR

BE

D W

IR

E S

UP

PO

RT

IN

G

GA

LV

. C

OM

BIN

AT

IO

N P

OS

T T

OP

TENSION WIRE

7 GA. BOTTOM

1-5/8" O.D. SCH. 40 GALV. PIPE

2-3/8" O.D. SCH. 40 GALV. PIPE

6'-0"1'-0"

2" (TYP.)

CLASS "IV" CONC.

FOOTING (6 SACKS)

(WHEN SPECIFIED)

W-16CHAIN LINK FENCE DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016

TRUSS ROD

ADJUSTABLE

3/8"Ø

FABRIC

GALV.

GALV. PIPE

SCH. 40

1.90" O.D.

BAR

STRETCHER

1/4" x 3/4"

CAP

PIPE

ARM

SUPPORTING

BARBER WIRE

REDWOOD SLATS

GROUND SURFACE

SET IN CONC.

CENTER CATCH

FOOTING (6 SACKS)

CLASS "IV" CONC.

TENSION WIRE

GALV. PIPE

1-5/8" O.D. SCH. 40

GALV. PIPE

4" O.D. SCH. 40

2" (TYP.)

42" MIN. (TYP.)

(TYP.)

36" MIN.

12" MIN.

DIA

.

6"

1'-0" 6'-0"

10

'-0

"

W-17

CHAIN LINK FENCE

GATE DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

9 GA.

SECTION A-A

D =

O.D

. O

F S

TE

EL

R

EIN

FO

RC

IN

G S

AD

DL

E

1

3/16"

STANDARD I.P. THREAD

A A

COUPLING

EXTRA HEAVY HALF

D =SCHEDULE 80 STEEL

DRILL HOLE

SERVICE SIZE

3/16"

O

.D

. O

F

S

T

E

E

L

P

IP

E

4.

3.

2.

1.

(USE I.P. X M.J. CORP. STOP).

I.P. X I.P. NYLON BUSHING

COATING AS PIPE.

TO BE COATED WITH SAME

WHEN INSTALLED, OUTLET

PIPE DIAMETERS

FORMED TO MEET WVWD

SADDLE CURVATURE TO BE

WELDS.

FOR FABRICATION & FIELD

USE DOUBLE-PASS WELDS

21

6"2-1/2"1-1/2"

2" 3" 7"

5"2"1"

D D

SERVICE

SIZE

SADDLE DIMENSIONS

NOTES:

D =NYLON BUSHING

D

3

1-1/2"

2-1/2"

2"

W-18


MATTHEW H. LITCHFIELD, P.E. RCE58097DATE

APPROVED:

DRAWING NUMBER

09/07/2016

NOTES:

USE COLLAR REINFORCEMENT WHEN OUTLET TO MAIN RATIO IS

50% OR LESS.

USE WRAPPER REINFORCEMENT WHEN OUTLET TO MAIN RATIO IS

GREATER THAN 50%.

REINFORCEMENT DESIGN IS BASED ON THE STEEL AREA REMOVED

FROM THE MAIN LINE AND THE OPERATING PRESSURE OF THE

SYSTEM.

JOB SPECIFICATIONS/DETAILS FOR REINFORCEMENT SHALL GOVERN

IF IN EXCESS OF NOTES 1, 2 AND 3 ABOVE.

SCHEDULE 40 STEEL OUTLET NOZZLE SHOULD BE POSITIONED AND WELDED ON

TO WATER MAIN PRIOR TO WELDING ON THE REQUIRED REINFORCEMENT.

FLANGE SHALL BE ATTACHED WITH BOLT HOLES CENTERED ABOUT THE

VERTICAL AXIS OF THE PIPE UNLESS OTHERWISE NOTED.

ALL METAL SURFACES SHALL BE PAINTED PER SPECIFICATIONS.

OUTLET TO BE COATED WITH SAME COATING AS PIPE.

4

3

2

1

2

5

6

3

4

7

1

W-19

TAPPING OUTLET FOR STEEL PIPE

3" AND LARGER



APPROVED:

DRAWING NUMBER

09/07/2016

2

1

REDUCED PRESSURE (R.P.) PRINCIPAL BACKFLOW PREVENTER

CONCRETE THRUST BLOCK PER STANDARD DRAWING W-3

WATER METER AND METER BOX PER STANDARD DRAWING NO.W-4,

DESCRIPTIONITEM

3


W-5A, W-5B, W-9A, W-9B, W-10A & W-10B

PER SPECIFICATIONS, SIZE AS INDICATED ON THE PLAN

3

NOTES:

1. NO CONNECTIONS OR TEES BETWEEN WATER METER AND R.P. DEVICES

2. INSTALL R.P.DEVICE AT PROPERTY LINE, DEPENDING ON RIGHT-OF-WAY

3. INSTALLATION SHALL BE APPROVED BY THE DISTRICT

4. R.P.DEVICE SHALL BE APPROVED BY USC PER HEALTH SERVICE

R.P. DEVICE MAY BE INSTALLED PARALLEL TO PROPERTY LINE

DEPARTMENT'S REQUIREMENT

5. MINIMUM 24" CLEARANCE REQUIRED AROUND THE R.P. DEVICE

6. R.P. DEVICE SHALL BE MINIMUM 24" ABOVE FINISH GROUND

2

WATER MAIN

WATER SERVICE LATERAL AND METER INSTALLATION

1

PER STD.DWG. W-4, W-5A, W-5B, W-9A

W-9B, W-10A, & W-10B

7. EACH R.P. DEVICE SHALL BE PROVIDED WITH TEST COCKS, SIZE AS LISTED BELOW:

FOR 3/4" TO 2" DEVICE, USE 1/4" COCKS

FOR 2-1/2" TO 4" DEVICE, USE 1/2" COCKS

FOR 6" AND LARGER DEVICE, USE 3/4" COCKS

CONNECTION AT PROPERTY LINE BY CUSTOMER

2

W-20

INSTALLATION DETAIL

BACKFLOW PREVENTER (R. P.)



APPROVED:

DRAWING NUMBER

09/07/2016

1

2

3

4

5

6

7

METER BOX AND COVER PURCHASED FROM THE DISTRICT

1" INVERTED KEY ANGLE METER VALVE, THREAD X PACK JOINT, PER STD. DWG. W-4

1" COPPER WATER SERVICE, TYPE "K", SOFT TEMPER, PER ASTM B-88.

1" I.P.T. DOUBLE STRAP SERVICE SADDLE PER STD. DWG. W-4

1" BRASS BALL VALVE, PER STD DWG. W-4

1" Ø BALL CORP. STOP, I.P.T., INLET X PACK JOINT OUTLET PER STD. DWG. W-4

SAMPLING STATION, ECLIPSE NO. 88-WC FOR WARM CLIMATES OR APPROVED EQUAL

DESCRIPTION

WATER MAIN

WELL COMPACTED EARTH

3" MIN. (TYP.) ALL AROUND

6"

MIN

.

2

1

3

6

10° MIN.

45° MAX.

SERVICE SHALL NOT

EXTEND OVER 3"

ABOVE TOP OF MAIN

IMPORTED SAND BASE

5

7

W-21SAMPLE STATION DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

4

W-22

AA

3

7

6

4

5

SECTION A-A

PLAN VIEW

CHAIN LINK FENCE PER STANDARD NO. W-16 AND W-17

2. INSTALL SINGLE VALVE PRV STATION 18" BEHIND SIDEWALK

1. VALVE SHALL HAVE APPROVED PIPE SUPPORT.

7

6

5

4

3

2

1

2

2

2

1

1

5

WITH BUSHING AND PRESSURE GAGE

1"Ø BALL VALVE, INSIDE I.P.T. X INSIDE I.P.T.

1"Ø X 4" LONG SCH. 40 GALV. IRON PIPE

1" SCH. 40 GALVANIZED STEEL COUPLING

VICTAULIC COUPLING

PRESSURE REDUCING VALVE, SIZE AS

PER W-11, SAME SIZE AS PIPELINE.

RESILIENT SEAT GATE VALVE AND VALVE BOX

SCH. 40 STEEL PIPE, SAME SIZE AS VALVE,

DESCRIPTIONQTYITEM


3. SIZE FENCE ENCLOSURE TO PROVIDE

SEE PLAN FOR SIZE. WRAPPED WITH 2 LAYERS

WELDED TO PIPE.

THREADED BOTH ENDS.

PROVIDE 3'-0" ACCESS GATE

MINIMUM 30" CLEARANCE PRESSURE REGULATOR

10 MILS THICKNESS PVC TAPE

INDICATED ON PLAN. (CLAYTON 90G-01KC)

NOTES:

CONCRETE CURB

WATER MAIN IN STREET

ENCLOSE PRV STATION WITH 6-FOOT HIGH

2

1

12"

4

2

1

1

1

3

7

6

5

7

5

12"

9" 12"12"

18" X 18" X12" CONCRETE FOOTING

8

1

8

24"minimum

6

2

1

1

2

2

2

DETAIL SINGLE VALVE INSTALLATION

PRESSURE REGULATION STATION

INSTALLATION FOR 2" AND LARGER



APPROVED:

DRAWING NUMBER

09/07/2016

AutoCAD SHX Text

--

ITEM

WATER MAIN

MINIMUM 4" CLEARANCE IS REQUIRED BETWEEN INNER WALL OF1.

CONDUCTOR TUBE AND OUTER WALL OF WATER MAIN

DESCRIPTION

1

2

3

4

4" X 4" ROUGH REDWOOD SKID, CUT TO BEAR ON CONDUCTOR TUBE

3/4" WIDE X 0.045" THICK STAINLESS STEEL BAND

BLOWN SAND

STEEL CONDUCTOR TUBE PER SPECIFICATION SECTION 4.3

4

3

2

1

NOTE:

THE INSIDE DIAMETER OF CONDUCTOR TUBE SHALL BE THE OUTER

DIAMETER OF WATER MAIN PLUS 12" OR 28" MINIMUM.

2.

35° 35°

2

1/4" FOR 28" AND SMALLER; 1/2' FOR 30" TO 38";

THE MINIMUM WALL THICKNESS OF CONDUCTOR TUBE SHALL BE3.

3/4" FOR 40" TO 72" DIAMETER.

W-23CONDUCTOR TUBE DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016

6" M

IN

PIPE O.D. + 12" MINIMUM

L

C

TR

EN

CH

NOTES:

2. REFER TO STD. DWG. W-1 FOR TYPICAL TRENCH CONSTRUCTION REQUIREMENT

3. REPLACE A.C. PAVEMENT AND ROAD BASE IN ACCORDANCE WITH EXCAVATION PERMIT.

A.C. BASE PAVEMENT

A.C. CAP PAVEMENT

WATER MAIN

6" THICK CONCRETE SLAB,

24" WIDER THAN TRENCH WIDTH,

LENGTH AS CALLED OUT ON PLAN

CONCRETE BLANKET SHALL BE INSTALLED AT LOCATIONS WHERE PIPE LINE HAS LESS1.

THAN 30 INCHES 0F COVER.

PIPE O.D. + 24" MAXIMUM

12" 12"

TO BE PROTECTED

W-24CONCRETE BLANKET DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016

ITEM

WATER MAIN

MINIMUM 12" CLEARANCE IS REQUIRED BETWEEN OUTER WALL OF1.

WATER MAIN AND OUTER WALL OF CONFLICTING UTILITY

DESCRIPTION

1

2

3

4

COMBINATION AIR VALVE PER STANDARD DWG. W-6 AT HIGHEST POINT

BLOW-OFF ASSEMBLY PER STANDARD DWG. W-7 AT LOWEST POINT

FLEXIBLE COUPLING

CEMENT MORTAR LINED AND COATED STEEL PIPE (10 GAUGE, CLASS 200)

NOTE:

EXISTING CONDUIT

SIPHON SHALL BE ONE-PIECE CONSTRUCTION

INSTALL CONCRETE THRUST BLOCK PER STANDARD DRAWING W-3

2.

3.

3

2

3

1

4

WATER MAIN SHALL BE CEMENT MORTAR LINED AND COATED STEEL PIPE (10 GAUGE, CLASS 200)

HIGH ENDLOW END

LENGTH AS CALLED OUT ON THE PLAN

SIPHON DETAILW-25



APPROVED:

DRAWING NUMBER

09/07/2016

ITEM

INVERTED SIPHON DETAIL

W-26

WATER MAIN

MINIMUM 12" CLEARANCE IS REQUIRED BETWEEN OUTER WALL OF1.

WATER MAIN AND OUTER WALL OF CONFLICTING UTILITY

DESCRIPTION

1

2

3

4

COMBINATION AIR VALVE PER STANDARD DWG. W-6 AT HIGHEST POINT

BLOW-OFF ASSEMBLY PER STANDARD DWG. W-7 AT LOWEST POINT

FLEXIBLE COUPLING

CEMENT MORTAR LINED AND COATED STEEL PIPE (10 GAUGE, CLASS 200)

NOTE:

EXISTING CONDUIT

INVERTED SIPHON SHALL BE ONE-PIECE CONSTRUCTION

INSTALL CONCRETE THRUST BLOCK PER STANDARD DRAWING W-3

2.

3.

3

2

3

1

4

WATER MAIN SHALL BE CEMENT MORTAR LINED AND COATED STEEL PIPE (10 GAUGE, CLASS200)

HIGH END

LOW END

LENGTH AS CALLED OUT ON THE PLAN



APPROVED:

DRAWING NUMBER

09/07/2016

12

" M

IN

PIPE O.D. + 12" MINIMUM

L

C

TR

EN

CH

NOTES:

2. REFER TO STD. DWG. W-1 FOR TYPICAL TRENCH CONSTRUCTION REQUIREMENT

WATER MAIN

CONCRETE ENCASEMENT SHALL BE INSTALLED AT LOCATIONS WHERE PIPE LINE IS 1.

RESIDENTIAL EASEMENT

PIPE O.D. + 24" MAXIMUM

TO BE PROTECTED

WATER MAIN SHALL BE CEMENT MOTAR LINED AND COATED STEEL PIPE3.

PER SPECIFICATIONS WITH ALL WELDED JOINTS WITHIN EASEMENT

12" MINIMUM

W-27CONCRETE ENCASEMENT DETAIL



APPROVED:

DRAWING NUMBER

09/07/2016

District Drawings · 9/7/2016 · DRAWINGS NO. TITLE W-1 Typical Trench Detail ... (Turbine Meter...

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