SECTION 6 POTABLE WATER - Charlotte County, … Documents...section 6 potable water issue date november 1st, 2011 ... charlotte county utilities date: 11/01/2011 ... adjustable pipe

SECTION 6

POTABLE WATER

ISSUE DATE NOVEMBER 1st, 2011

Page List

Page Number Page Title

COVER COVER

PW-01 TYPICAL BACTERILOGICAL SAMPLE POINT

PW-02 FIRE HYDRANT WITH TYPICAL GATE VALVE

PW-03 FIRE HYDRANT PROTECTION IN PAVED AREAS

PW-04 4 INCH AND ABOVE BACKFLOW ASSEMBLY FOR FIRE LINES

PW-05 3 INCH AND ABOVE METERS WITH BY-PASS ASSEMBLIES

PW-06 1 INCH WATER METER

PW-07 2 INCH WATER METER WITH BACKFLOW PREVENTER

PW-08 TYPICAL WATER SERVICE

PW-09 BUILDING AREA-BELOW GROUND WATER METER

PW-10 METER BANK DETAIL

PW-11 AUTOMATIC FLUSHING ASSEMBLY

PW-12 TEMPORARY BLOW OFF ASSEMBLY

PW-13 PERMANENT BLOW OFF ASSEMBLY

PW-14 AUTOMATIC AIR RELEASE VALVE

FINAL GRADE

2. PLUG SADDLE WITH BRASS PLUG ONLY

1. TEMPORARY 1" POLY

EPOXY OR NYLON COATED STAINLESS

STEEL DOUBLE STRAP SERVICE SADDLE

MAIN

3. TEMPORARY SETUP AND BACKFILL

WITH CLEAN FILL AND COMPACT

NOTE:

1: REMOVE RISER PIPE AND INSTALL BRASS PLUG AFTER FDEP CERTIFICATIONS.

2: USE TEFLON TAPE IN LIEU OF PIPE DOPE ON THREADED FITTINGS.

1" CURB STOP

3' -0" MIN.

DRAWN BY: DEC

APPROVED BY: BRB

SAMPLE POINT

PROVIDED FOR INFORMATIONAL

PURPOSES ONLY.

NO MODIFICATIONS WITHOUT

WRITTEN CCU APPROVAL.

CHARLOTTE COUNTY UTILITIES

DATE: 11/01/2011

PW-01

ID: PW-01-BACT.dwg

TR

AF

FIC

B

RE

AK

AW

AY

F

LA

NG

E

R/W

1'-0"

L

C

18"

2'-0"

6" M

AIN

GA

TE

V

ALV

E

36" M

IN

.

BU

RY

C

L

VA

RIE

S

ST

AN

DA

RD

3-W

AY

H

YD

RA

NT

P

AIN

TE

D

FE

DE

RA

L S

AF

ET

Y Y

ELLO

W, 2 C

OA

TS

.

CO

VE

R M

AR

KE

D F

IR

E A

ND

PA

IN

TE

D F

ED

. S

AF

ET

Y

YE

LLO

W

SE

E S

TA

ND

AR

D

VA

LV

E A

ND

V

ALV

E

BO

X D

ET

AIL

FIN

IS

HE

D

GR

AD

E

RE

ST

RA

IN

ED

M

.J.

(T

YP

IC

AL)

CO

NC

. S

UP

PO

RT

B

LO

CK

UN

DE

R T

EE

A

ND

V

ALV

E

NO

TE

:

1.

BO

LLA

RD

S S

HA

LL B

E IN

ST

ALLE

D W

HE

N IN

ST

ALLA

TIO

N C

AN

B

E D

AM

AG

ED

;

SE

E F

IR

E H

YD

RA

NT

P

RO

TE

CT

IO

N IN

P

AV

ED

S

ER

VIC

E A

RE

A D

ET

AIL

CO

MP

AC

TE

D F

ILL

AR

OU

ND

H

YD

RA

NT

MA

IN

B

ET

WE

EN

H

YD

RA

NT

A

ND

VA

LV

E S

HA

LL A

LW

AY

S B

E P

LU

MB

2" T

O 4" M

IN

WA

TE

R M

AIN

6" M

.J. H

YD

RA

NT

T

EE

S

IZ

ED

AC

CO

RD

IN

G T

O M

AIN

/T

AP

SLE

EV

E &

T

YP

E A

S S

PE

CF

IE

D

CO

NC

RE

TE

SU

PP

OR

T

DRAWN BY: DEC

APPROVED BY: BRB

FIRE HYDRANT WITH

TYPICAL GATE VALVE


PURPOSES ONLY.




DATE: 11/01/2011

PW-02

ID: PW-02-FH.dwg

SEE TYPICAL BOLLARD

DETAIL

FIRE

34"

34"

24" 24"

BOLLARDS SHALL BE INSTALLED FOR FHA PROTECTION IN PAVED AREAS

STEAMER NOZZLE

TO FACE STREET

(SEE NOTE #1)

"BOLLARD" 6- INCH DIA.

SEE TYPICAL BOLLARD

DETAIL

CONCRETE

SUPPORT

TYPICAL TRAFFIC FLOW

GATE VALVE LID

"FIRE" CAST INTO LID, PAINT LID

FEDERAL SAFTEY YELLOW

3" DIA. BRASS DISC.

DETAIL

"

TURNS

CCW OPEN

20

3"

2"

3" DIA. BRASS DISC. ANCHORED IN

CONCRETE (SEE DETAIL)

DATE:

DRAWN BY: DEC

APPROVED BY: BRB

FIRE HYDRANT PROTECTION

IN PAVED SERVICE AREAS


PURPOSES ONLY.




DATE: 11/01/2011

PW-03

ID: PW-03-FHP.dwg

6" THICK

CONCRETE SLAB

WITH FIBER MESH

(3000 PSI)

4"-10" DUCTILE IRON PIPE

DOUBLE DETECTOR CHECK ASSEMBLY

REQ'D. BY CHARLOTTE COUNTY UTILITIES.

O.S. & Y. FLANGED GATE VALVE

(TYPICAL)

12"

MIN.

12"

MIN.

12"

MIN.

PLAN VIEW

45° BEND

GRADE

36"MIN.

48''MAX.

P.V.C.

P.V.C.D.I.P.

D.I.P.P.V.C.

P.V.C.

ELEVATION "A-A"

NOTE:

1. DOUBLE DETECTOR CHECK ASSEMBLY SHALL MEET FOUNDATION

FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

UNIVERSITY OF SOUTHERN CALIFORNIA REQUIREMENTS AND SHALL

BE APPROVED BY CCU.

2. BACKFLOW CAN HAVE BUILT IN FDC IF SHOWN ON THE ENGINEERING

DRAWINGS.

3. ADJUSTABLE PIPE SUPPORTS TO BE ANCHORED TO CONCRETE SLAB.

12"

MIN.

36"MIN.

48''MAX.

45° BEND

4- MIN; 1/2" STAINLESS

STEEL BOLTS

18" MIN.

6" THICK CONCRETE

SLAB WITH FIBER

MESH (3000 PSI)

12"

MIN.

12"

MIN.

ADJUSTABLE

PIPE SUPPORT

DRAWN BY: DEC

APPROVED BY: BRB

4"-10" BACKFLOW PREVENTION

ASSEMBLY

FOR FIRE LINE SYSTEMS


PURPOSES ONLY.




DATE: 11/01/2011

PW-04

ID: PW-04-FLBF.dwg

GRADE

"A" "C"

"B"

METER - AS APPROVED BY CCU

ADJUSTABLE

PIPE SUPPORT

PROFILE VIEW

NOTE:

1. REDUCED PRESSURE AND BACKFLOW ASSEMBLY SHALL MEET THE

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

UNIVERSITY OF SOUTHERN CALIFORNIA REQUIREMENTS AND SHALL BE

APPROVED BY CCU.

2. BYPASS METER SHALL BE INSTALLED BY THE CONTRACTOR IF REQUIRED BY

THE ENGINEERING DRAWINGS AND CCU.

3. ADJUSTABLE PIPE SUPPORTS TO BE ANCHORED TO CONCRETE SLAB.

STRAINER

SEE LENGTH TABLE

LENGTH TABLE

LABEL LENGTH

A

MINIMUM 7 PIPE DIAMETERS

B

LENGTH PER MANUFACTURER

C

MINIMUM 3 PIPE DIAMETERS

RTU ANTENNA

6" THICK

CONCRETE SLAB

WITH FIBER MESH

(3000 PSI)

PLAN VIEW

O.S. & Y. FLANGED GATE VALVE

(TYPICAL)

REDUCED PRESSURE AND BACKFLOW ASSEMBLY

REQ'D. BY CHARLOTTE COUNTY UTILITIES.

45° BEND

45° BEND

ADJUSTABLE

PIPE SUPPORT

(BYPASS PIPING)

ADJUSTABLE

PIPE SUPPORT

(TYPICAL)

12" MIN.

12" 12"

P.V.C.

P.V.C.

6" THICK

CONCRETE SLAB

WITH FIBER MESH

(3000 PSI)

ADJUSTABLE

PIPE SUPPORT

(BYPASS PIPING)

D.I.P. P.V.C.

P.V.C.

36"MIN.

48''MAX.

STRAINER

(IF REQUIRED)

BY-PASS ASSEMBLY (SAME SIZE

AS MASTER METER)

(ALLOW FOR BY-PASS ASSEMBLY

TO BE INSTALLED IN FUTURE)

4- MIN; 1/2" STAINLESS

STEEL BOLTS

8"

8"

DRAWN BY: DEC

APPROVED BY: BRB

3" & ABOVE WATER METERS WITH

PROVISION FOR BY-PASS ASSEMBLY


PURPOSES ONLY.




DATE: 11/01/2011

PW-05

ID: PW-05-3WMBP.dwg

DOUBLE SERVICE

SINGLE SERVICE

NOTES:

1. SERVICE SADDLES SHALL BE EPOXY OR NYLON COATED WITH IRON PIPE THREAD INLET WITH DOUBLE STAINLESS

STEEL STRAPS.

2. SERVICE AND METER SHALL BE PLACED/LOCATED IN RIGHT-OF-WAY AT PROPERTY LINE AND/OR EASEMENT

PROVIDED TO UTILITY BY CUSTOMER.

3. BACKFLOW SHALL BE REDUCED PRESSURE BACKFLOW PREVENTOR IN ACCORDANCE WITH AWWA M14

STANDARDS AND PLACED IMMEDIATELY DOWNSTREAM OF METER.

4. LOCATION OF METER BOX SHALL BE AT CCU DISCRETION.

5. DISTANCE FROM TOP OF METER TO BOTTOM OF LID SHALL BE 6" TO 8". DISTANCE SHALL BE DETERMINED WHEN

NEW METER IS SET BY CCU.

6. LONG SERVICE UNDER PAVEMENT SHALL BE PE PIPING ENCASED IN SCHEDULE 40 PVC.

7. FOR EACH SERVICE TAP A MARKER BALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES

RECOMMENDATIONS AND ATTACHED TO PIPE WITH CINCH-TIES/TIE-WRAPS. MAXIMUM DEPTH 5 FEET.

PLAN

PROFILE

CURB STOP 3/4" FIP x

METER SWIVEL

METER

F.D.O.T. No. 57

CRUSHED

STONE -MIN. 6"

FROM BOX

CORPORATION STOP

SEE NOTE 7

CCU OWNED AND

MAINTAINED SERVICE

AND METER

CUSTOMER OWNED

AND MAINTAINED

SERVICE

PROPERTY LINE

AND/OR

RIGHT OF WAY

(TYPICAL)

BALL VALVE

BACKFLOW PREVENTION ASSEMBLY

BALL VALVE

UNION

FINAL GRADE

CURB STOP

SERVICE SADDLE

(SEE NOTE 1)

1" PE TUBING

METER

F.D.O.T. No. 57

CRUSHED

STONE 6" DEEP

6"

18" MIN. / 24" MAX.

U-BRANCH

INSTALL

ACCORDING TO

CHARLOTTE COUNTY

BUILDING CODE.

PIPING ACCORDING TO

CHARLOTTE COUNTY

BUILDING CODE.

WATER MARKER BALL

(SEE NOTE 7)

DATE:

DRAWN BY: DEC

APPROVED BY: BRB

5/8" - 1" WATER METER WITH

BACKFLOW PREVENTER


PURPOSES ONLY.




DATE: 11/01/2011

PW-06

ID: PW-06-1WM -5-8.dwg

METER PLAN VIEW

n.t.s.

n.t.s.

NOTES:

1. SERVICE SADDLES SHALL BE EPOXY OR NYLON COATED WITH IRON PIPE THREAD INLET WITH DOUBLE

STAINLESS STEEL STRAPS.

2. SERVICE AND METER TO BE PLACED/LOCATED IN RIGHT-OF-WAY AT PROPERTY LINE AND/OR EASEMENT

PROVIDED TO UTILITY BY CUSTOMER.

3. BACKFLOW SHALL BE REDUCED PRESSURE OR DUAL CHECK BACKFLOW PREVENTOR IN ACCORDANCE WITH

AWWA M14 STANDARDS AND PLACED IMMEDIATELY DOWNSTREAM OF METER.

4. LONG SERVICE UNDER PAVEMENT SHALL BE PE PIPING INCASED IN SCHEDULE 40 PVC.

5. DISTANCE FROM TOP OF METER TO BOTTOM OF LID SHALL BE 6" TO 8". DISTANCE SHALL BE DETERMINED

WHEN NEW METER IS SET BY CCU.

6. LOCATION OF METER BOX SHALL BE IN ACCORDANCE WITH CCU.



DOUBLE SERVICE

SINGLE SERVICE

6" MIN.

TYPICAL PROFILE VIEW

SHORT SIDE WATER SERVICE

CCU OWNED AND

MAINTAINED SERVICE

AND METER

CUSTOMER OWNED

AND MAINTAINED

SERVICE

PROPERTY LINE

AND/OR

RIGHT OF WAY

(TYPICAL)

BALL VALVE

BACKFLOW PREVENTION

ASSEMBLY

BALL VALVE

UNION

FINAL GRADE

CURB STOP

VALVE BOX AND

CONCRETE PAD

(SEE DETAILS)

PE TUBING

METER

INSTALL

ACCORDING TO

CHARLOTTE COUNTY

BUILDING CODE.

PIPING ACCORDING TO

CHARLOTTE COUNTY

BUILDING CODE.

2" R.S./I.P.T. GATE VALVE

WITH 2" SQ. OPERATING NUT.

2" x 6"

BRASS NIPPLE

TYPICAL WATER

MAIN CONNECTION

SEE NOTE 2

F.D.O.T. No. 57

CRUSHED STONE

U-BRANCH

CURB STOP

METER SWIVEL

METER

WATER

MARKER BALL

(SEE NOTE 7)

DATE:

DRAWN BY: DEC

APPROVED BY: BRB

1 1/2" - 2" WATER METER WITH

BACKFLOW PREVENTER


PURPOSES ONLY.




DATE: 11/01/2011

PW-07

ID: PW-07-2WM.dwg

NO

TE

:

1.

BA

CK

FLO

W S

HA

LL B

E D

UA

L C

HE

CK

B

AC

KF

LO

W P

RE

VE

NT

OR

A

ND

P

LA

CE

D IM

ME

DIA

TE

LY

DO

WN

ST

RE

AM

O

F M

ET

ER

.

2.

SIZ

E O

F S

ER

VIC

E M

AIN

D

EP

EN

DS

O

N LE

NG

TH

F

OR

N

ON

- S

TA

ND

AR

D H

OU

SE

LO

CA

TIO

NS

3.

FO

R E

AC

H S

ER

VIC

E T

AP

A

M

AR

KE

R B

ALL S

HA

LL B

E IN

ST

ALLE

D IN

A

CC

OR

DA

NC

E W

IT

H

MA

NU

FA

CT

UR

ES

R

EC

OM

ME

ND

AT

IO

NS

A

ND

A

TT

AC

HE

D T

O P

IP

E W

IT

H

CIN

CH

-T

IE

S/T

IE

-W

RA

PS

. M

AX

IM

UM

D

EP

TH

5 F

EE

T.

ED

GE

O

F P

AV

EM

EN

T

OR

B

AC

K O

F C

UR

B

TY

PIC

AL

L

ON

G S

ID

E W

AT

ER

S

ER

VIC

E

TY

PIC

AL

S

HO

RT

S

ID

E W

AT

ER

S

ER

VIC

E

CC

U O

WN

ED

A

ND

M

AIN

TA

IN

ED

SE

RV

IC

E A

ND

M

ET

ER

CU

ST

OM

ER

O

WN

ED

A

ND

MA

IN

TA

IN

ED

S

ER

VIC

E

DO

UB

LE

S

ER

VIC

E

SIN

GLE

S

ER

VIC

E

CU

RB

S

TO

P 3

/4

" F

IP

x

ME

TE

R S

WIV

EL

ME

TE

R

U-B

RA

NC

H

F.D

.O

.T

. N

o. 57 C

RU

SH

ED

ST

ON

E -M

IN

. 6" F

RO

M B

OX

F.D

.O

.T

. N

o. 57 C

RU

SH

ED

ST

ON

E -M

IN

. 6" F

RO

M B

OX

36" MIN.

.

4"

4"

CA

SIN

G 1 1/2"

PV

C S

CH

40

(LE

NG

TH

V

AR

IE

S)

1" C

OR

PO

RA

TIO

N S

TO

P

1" P

E T

UB

IN

G

C.T

.S

. S

DR

9

EP

OX

Y O

R N

YLO

N C

OA

TE

D

ST

AIN

LE

SS

S

TE

EL D

OU

BLE

ST

RA

P S

ER

VIC

E S

AD

DLE

CU

RB

S

TO

P

PV

C O

R P

.E

. T

UB

IN

G

PV

C O

R P

.E

. T

UB

IN

G

CU

RB

S

TO

P

PO

LY

CO

NC

RE

TE

M

ET

ER

B

OX

(B

LU

E IN

C

OLO

R)

WIT

H H

-20 T

RA

FF

IC

B

EA

RIN

G LID

.

CC

U O

WN

ED

A

ND

M

AIN

TA

IN

ED

SE

RV

IC

E A

ND

M

ET

ER

CU

ST

OM

ER

O

WN

ED

A

ND

MA

IN

TA

IN

ED

S

ER

VIC

E

PR

OP

ER

TY

LIN

E

AN

D/O

R R

IG

HT

O

F W

AY

(T

YP

IC

AL)

FIN

AL G

RA

DE

PR

OP

ER

TY

LIN

E

AN

D/O

R R

IG

HT

O

F W

AY

(T

YP

IC

AL)

FIN

AL G

RA

DE

MIN

. 1" P

E T

UB

IN

G

C.T

.S

. S

DR

9

18" M

IN

.

6"

6"

EP

OX

Y O

R N

YLO

N C

OA

TE

D

ST

AIN

LE

SS

S

TE

EL D

OU

BLE

ST

RA

P S

ER

VIC

E S

AD

DLE

18" M

IN

.

1-1/2" M

IN

.

WA

TE

R M

AR

KE

R B

ALL

(S

EE

N

OT

E 3)

1" C

OR

PO

RA

TIO

N S

TO

P

WA

TE

R M

AR

KE

R B

ALL

(S

EE

N

OT

E 3)

DRAWN BY: DEC

APPROVED BY: BRB

TYPICAL 5/8" - 1" WATER

SERVICE


PURPOSES ONLY.




DATE: 11/01/2011

PW-08

ID: PW-08-TWS.dwg

BUILDING

FROM

MAIN

SINGLE SERVICE

NOTES:

1. SERVICE AND METER TO BE PLACED/LOCATED IN RIGHT-OF-WAY AT

PROPERTY LINE AND/OR EASEMENT PROVIDED TO UTILITY BY CUSTOMER.

6" MIN.

PROFILE

DOUBLE SERVICE

PLAN

CCU OWNED AND

MAINTAINED SERVICE

AND METER

CUSTOMER OWNED

AND MAINTAINED

SERVICE

BALL VALVE


BALL VALVE

UNION

FINAL GRADE

CURB STOP

1" PE TUBING

METER

INSTALL

ACCORDING TO

CHARLOTTE COUNTY

BUILDING CODE.

PIPING ACCORDING TO

CHARLOTTE COUNTY

BUILDING CODE.

4" MIN.

12"

CONCRETE FOUNDATION, WITH

WIRE MESH (6" X 6" 10/10 WWM),

FOR 1-1/2" AND 2" METER SHALL

BE MIN 24" WIDE

18"

12"

1/2" THICK ARMOR

FLEX SLEEVE

34" MAX.

REDUCED PRESSURE OR DOUBLE

CHECK BACKFLOW PREVENTION

DEVICE AS REQUIRED BY CCU AND IN

ACCORDANCE WITH AWWA D14.

34" MAX

CONCRETE FOUNDATION, WITH

WIRE MESH (6" X 6" 10/10

WWM), SHALL BE MIN 24" WIDE.

METER

U-BRANCH

CURB STOP

SWIVEL

SEE TYPICAL BOLLARD DETAIL

DATE:

DRAWN BY: DEC

APPROVED BY: BRB

BUILDING AREA BELOW GROUND

WATER METER INSTALLATION


PURPOSES ONLY.




DATE: 11/01/2011

PW-09

ID: PW-09-BGWM.dwg

6" M

IN

.

WA

TE

R M

AIN

(S

IZ

E V

AR

IE

S)

TYPICAL PROFILE VIEW

PLAN VIEW

NOTES:

1. SIZE OF MAIN WILL BE DETERMINED BY ESTIMATED FLOW

2. A SINGLE ROW METER BANK IS TO BE INSTALLED WITH A METER AT THE PROPERTY LINE AND/OR

RIGHT OF WAY. IF A DOUBLE ROW OF METERS IS USED, AN EASEMENT FOR THE SECOND ROW IS

REQUIRED.

3. SEPARATE TAP CAN BE ELIMINATED AND REPLACED WITH 90° BEND BASED ON FLOWS AND NUMBER

OF METERS

4. 4" PVC SHOWN AS TYPICAL PIPING DIAMETER. PIPING TO BE SIZED BASED ON THE NUMBER OF

METERS AND REQUIRED FLOWS.



AD

DIT

IO

NA

L H

EA

DE

R

FO

R 6 M

OR

E M

ET

ER

S

(U

NLE

SS

O

TH

ER

WIS

E

NO

TE

D) (LE

NG

TH

VA

RIE

S) S

EE

N

OT

E 4

AMJ 90° BEND

WIT

H M

EG

ALU

G

RE

ST

RA

IN

TS

MJ T

EE

W

IT

H M

EG

ALU

G

RE

ST

RA

IN

TS

S

EE

N

OT

E 3

(LE

NG

TH

VA

RIE

S) 4" D

R

18 C

900 P

VC

SE

E N

OT

E 4

TA

PP

IN

G S

LE

EV

E O

R S

AD

DLE

A

S R

EQ

UIR

ED

DR

18 C

900 P

VC

(F

OR

6 O

R

LE

SS

M

ET

ER

S) (U

NLE

SS

OT

HE

RW

IS

E N

OT

ED

) (LE

NG

TH

VA

RIE

S) S

EE

N

OT

E 4

F.D

.O

.T

. N

o. 57

CR

US

HE

D S

TO

NE

(LE

NG

TH

V

AR

IE

S)

DR

18 C

900 P

VC

MJ 90° BEND WITH

ME

GA

LU

G R

ES

TR

AIN

TS

2" P

E T

UB

IN

G

(LE

NG

TH

V

AR

IE

S)

R.S

./I.P

.T

. G

AT

E V

ALV

E

& V

ALV

E P

AD

2" T

AP

PIN

G S

AD

DLE

R.S

./I.P

.T

. G

AT

E V

ALV

E

& V

ALV

E P

AD

(T

O B

AC

KF

LO

W

DE

VIC

ES

) P

E

TU

BIN

G

TY

PIC

AL

3

6" M

IN

.

CORPORATION STOP

WATER MARKER BALL

(SEE NOTE 5)

BALL VALVE


BALL VALVE

UNION

FINAL GRADE

CURB STOP

TAPPING SADDLE

(SEE NOTE 1)

1" PE TUBING

METER

INSTALL

ACCORDING TO

CHARLOTTE COUNTY

BUILDING CODE.

PIPING ACCORDING TO

CHARLOTTE COUNTY

BUILDING CODE.

MA

RK

ER

B

ALL

W/ C

HIC

H-T

IE

(S

EE

N

OT

E 5)

2" B

RA

SS

B

ALL V

ALV

E

CT

S C

OM

P. x M

IP

T

ME

TE

R A

ND

V

ALV

E

W/R

ED

UC

ER

IF

N

EE

DE

D

BR

AS

S T

AG

W

IR

ED

T

O

SE

RV

IC

E. (S

TA

MP

ED

W

IT

H

UN

IT

/ B

UILD

IN

G ID

EN

TIF

IE

R)

DATE:

DRAWN BY: DEC

APPROVED BY: BRB

METER BANK DETAIL FOR

5/8" - 1" COMMERCIAL WATER METERS


PURPOSES ONLY.




DATE: 11/01/2011

PW-10

ID: PW-10-WMB.dwg

6"x 2

" T

AP

PE

D C

AP

"M

EG

A-L

UG

GE

D"

MA

IN

4'

2'

2'

4'

MA

IN

MJ V

ALV

E (P

LA

CE

D IN

PA

VE

ME

NT

) (S

EE

DE

TA

IL)

2" C

OR

PO

RA

TIO

N S

TO

P

MU

EL

LE

R H

-1

50

23

O

R

AP

PR

OV

ED

E

QU

AL

2" P

E T

UB

IN

G C

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.S

.

SD

R 9 (LE

NG

TH

VA

RIE

S)

CO

NC

RE

TE

M

ET

ER

B

OX

W

IT

H

TR

AF

FIC

B

EA

RIN

G L

ID

FIN

G

RA

DE

2" F

LU

SH

IN

G D

EV

IC

E

30

" x 3

0" x 6

" C

ON

C. V

AL

VE

P

AD

WIT

H R

EB

AR

S

ED

GE

O

F

PA

VE

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30

" x 3

0" x 6

" C

ON

C. V

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VE

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D W

IT

H R

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D"

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NC

RE

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B

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W

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H

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AF

FIC

B

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ID

2" T

UR

BO

M

ET

ER

B

AL

L

VA

LV

E C

OM

PR

ES

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N x

FL

AN

GE

PV

C S

CH

. 8

0

(L

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GT

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AR

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S)

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DR

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UA

RD

B

AS

E

4"x4

" W

OO

D T

IM

BE

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(P

RE

SS

UR

E T

RE

AT

ED

)

PR

OF

IL

E

PL

AN

4"x4

" W

OO

D T

IM

BE

R

(P

RE

SS

UR

E T

RE

AT

ED

)

PE

A G

RA

VE

L

4" T

HIC

K M

IN

.

8" M

IN

. #

57

ST

ON

E

6" M

IN

.

RIP

-R

AP

6" M

IN

.

RIP

-R

AP

SE

E N

OT

E 1

NO

TE

S:

1.

A M

AR

KE

R B

ALL

S

HA

LL

B

E IN

ST

ALLE

D IN

A

CC

OR

DA

NC

E W

IT

H M

AN

UF

AC

TU

RE

S R

EC

OM

ME

ND

AT

IO

NS

AN

D

AT

TA

CH

ED

T

O

PIP

E

AT

V

ALV

E

CO

RP

OR

AT

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N

ST

OP

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CA

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CIN

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S/T

IE

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MA

XIM

UM

D

EP

TH

5 F

EE

T.

SE

E N

OT

E 1

DRAWN BY: DEC

APPROVED BY: BRB

AUTOMATIC FLUSHING

ASSEMBLY


PURPOSES ONLY.




DATE: 11/01/2011

PW-11

ID: PW-11-AFA.dwg

MAIN

RESTRAIN MAIN IN

ACCORDANCE WITH

RESTRAINT TABLE

FOR DEAD END MAINS

POLYMER CONCRETE

METER BOX WITH

TRAFFIC BEARING LID

6"

FINAL

GRADE

F.D.O.T. No. 57

CRUSHED STONE

6" DEEP

THRUST BLOCK

(3 CU. FT. CONC.)

3'-0"

MIN.

2" HDPE (SDR11)

2" HDPE (SDR-11)

TEMPORARY:

2" PVC - SCH. 40 TO BE

REMOVED AFTER

BACTERIOLOGICAL

SAMPLES PASS

(MAIN SIZE) +

2" CAP WITH

"MEG-A-LUG"

WRAP FITTING WITH

VISQUEEN BEFORE

INSTALLING SUPPORT

OR THRUST BLOCK.

CURB STOP

DRAWN BY: DJS

APPROVED BY: BRB

TEMPORARY MAIN END

BLOW OFF ASSEMBLY


PURPOSES ONLY.




DATE: 11/01/2011

PW-12

ID: PW-12-TBO.dwg

C

L

SIDE VIEW

TEMPORARY: 1" PVC - SCH. 40 TO BE REMOVED AFTER

BACTERIOLOGICAL SAMPLES PASS

POLYMER CONCRETE METER BOX

WITH TRAFFIC BEARING LID

FIN GRADE

F.D.O.T. No. 57 CRUSHED STONE

6" DEEP

2" SCH. 80 PVC PIPE

(CENTERED IN BOX)

2" BRONZE VALVE

WITH PLUG

PIPE IS TO BE WRAPPED IN

VISQUEEN CONTINUOSLY

5/8" S.S. ALL THREAD CENTERED ON PIPE

3/4" S.S. ALL THREAD FOR 18" DIA. PIPE

PIPE RESTRAINT

"C" "C"

"A

"

"C"9'-0" MIN.

12"MIN.

MAIN

1'-6"

MIN.

MJ VALVE (SEE

DETAIL) (AS

REQUIRED)

2" SHORT BRASS NIPPLE

6"x 2" TAPPED CAP

"MEGA-LUGGED

5/8" S.S. ALL THREAD


"MEGA-LUGGED"

MAIN

5/8" S.S. ALL THREAD


FRONT VIEW

TOP VIEW

2500 PSI CONCRETE

DUCT-LUGS 2 REQ'D FOR 4"-10" DIA. PIPE

4 REQ'D FOR 12"-18" DIA. PIPE TO BE AT

45° OFFSET

"A

"

"B" "B"

PIPE SIZE "A" "B" "C"

4" 12" 16" 6"

6" 18" 22" 6"

8" 24" 29" 9"

10" 30" 35" 9"

12" 36" 41" 9"

16" 48" 53" 12"

18" 48" 67" 12"

90° ELBOW

36" MIN.

6"

3'-0" M

IN

.

UNDISTRUBED

EARTH

2" GATE VALVE

2" GATE VALVE

DRAWN BY: DEC

APPROVED BY: BRB

PERMANENT END OF MAIN BLOW-OFF

ASSEMBLY (WATER)


PURPOSES ONLY.




DATE: 11/01/2011

PW-13

ID: PW-13-PBO.dwg