TRENCHING DETAIL FOR WATER PIPE W-1

REVISIONS

REV. NO. BY: DATE: APP:

DRAWING NAME

TRENCHING DETAIL FOR WATER PIPE

SCALE

N.T.S.

DWG NO

W-1

REV. DESCRIPTION

PAVED CONDITION

GREEN SPACE CONDITION

1'-0" MIN PIPE O.D. 1'-0" MIN

MIN. TRENCH WIDTH

PIP

E Z

ON

E

(D

EP

TH

V

AR

IE

S)

FIN

AL

B

AC

KF

IL

L

(D

EP

TH

V

AR

IE

S)

MAXIMUM TRENCH WIDTH AS REQUIRED

SEE MEASUREMENT AND PAYMENT

SECTION OF SPECIFICATIONS

TR

EN

CH

D

EP

TH

PIP

E O

.D

.3

' M

IN

. C

OV

ER

12

" M

IN

.

18

" M

AX

.

MAXIMUM ALLOWABLE WIDTH OF PAVEMENT

PATCH, SEE MEASUREMENT AND PAYMENT

SECTION OF SPECIFICATIONS

FIN. GRADE ELEV.

FIN. SUBGRADE ELEV.

PIP

E Z

ON

E

DE

PT

H V

AR

IE

S

BA

CK

FIL

L

(D

EP

TH

V

AR

IE

S)

IN

IT

IA

L B

AC

KF

IL

L

(D

EP

TH

V

AR

IE

S)

12

" M

IN

.

18

" M

AX

.

MIN. TRENCH WIDTH

1'-0" MIN PIPE O.D. 1'-0"MIN

TR

EN

CH

D

EP

TH

PIP

E O

.D

.3

' M

IN

. C

OV

ER

MAX ALLOWABLE

SLOPE AS SPECIFIED IN

OSHA REGULATION 29

CFR 1926 SUB-PART P

METALLIC LOCATOR

TAPE

TRACER WIRE

12

" M

IN

.

IN

IT

IA

L B

AC

KF

IL

L

(D

EP

TH

V

AR

IE

S)

1/2

PIP

E

O.D

.

12

" M

IN

.1

/2

PIP

E

O.D

.

METALLIC LOCATOR

TAPE

TRACER WIRE

REFER TO PAVEMENT

PATCHING DETAIL FOR

REQUIREMENTS ABOVE

FINISHED SUBGRADE EL.

NOTES:

1. 1) SHORING METHODS REQUIRED BEYOND STANDARD TRENCH BOX

UTILIZATION SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER.

2. 2) FOR TRENCH DEPTHS 8 FT OR GREATER, INSTALL SECOND LAYER OF

WARNING TAPE 2.5 FT ABOVE PIPE

REVISIONS


DRAWING NAME

3/4"-1" WATER SERVICE WITH METER

SCALE

N.T.S.

DWG NO

W-2

REV. DESCRIPTION

ROADWAY

SIDEWALK

COPPERSETTER

BRACE PIPE REQUIRED

UNDISTURBED SOIL

EXISTING GRADE

NOTES:

1. WATER METER OR VALVE SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR TRAFFIC.

2. ALL PLASTIC METER BOXES SHALL BE HEAVY DUTY RATED NON-LOCKING POLYMER CEMENT COVER AS APPROVED BY UTILITY.

3. ALL FIBERGLASS METER BOXES WITH POLYMER CEMENT COVERS SHALL BE HEAVY DUTY RATED COVER AS APPROVED BY UTILITY.

4. ALL SERVICE LINES, VALVES AND FITTINGS SHALL COMPLY WITH AWWA C800.

5. FOR NON-RESIDENTIAL APPLICATIONS THAT REQUIRE AN ABOVE-GROUND BACKFLOW PREVENTER, AN APPROVED METER SETTER

WITHOUT THE DUAL CHECK ASSEMBLY MAY BE UTILIZED.

6. METERS SHALL BE COMPATIBLE WITH THE UMCS DATABASE.

3'-0

" M

IN

.

TY

P.

C&G

2-STAINLESS STEEL BANDS

3/4" OR 1" CC x FIP CORPORATION STOP

ADAPTABLE TO 3/4" OR 1" FIP THREAD FOR

DI / P.V.C. PIPE USE APPROVED SERVICE

SADDLE ADAPT TO POLYETHYLENE PIPE AS

PER MFG. RECOMMENDATIONS

3/4" OR 1" CC DOUBLE

STAINLESS STEEL STRAP

SADDLE

SET BOX ON TWO ROWS OF 4"x8"x16"

SOLID CONCRETE BLOCKS

3/4" OR 1"PE SDR 21 PIPE, WITH NO

JOINTS OR COUPLINGS, AND

COMPRESSION CONNECTIONS.

WATER MAIN DEPTH UP TO

SIDEWALK. AT SIDEWALK,

TRANSITION TO 26" DEPTH.

18

"

26

"

MIN

.

TOP ENTRY VERTICALLY ALIGNED

CARTRIDGE DUAL CHECK VALVE

TOP OF METER SHALL BE LOCATED WITHIN

5" TO 8" OF SURFACE AND CLEAR OF LID

METER ADAPTER SHALL BE

PROVIDED BY UTILTY

LOCKABLE ANGLE

BALL VALVE

45°-60°

11" #57 WASHED STONE

METER SIZE METER BOX SIZE

3/4" 11" X 18" X 18" DEEP

1" 13" X 24" X 18" DEEP

10

.5

"

REVISIONS


DRAWING NAME

2" WATER SERVICE W/ METER

SCALE

N.T.S.

DWG NO

W-3

REV. DESCRIPTION

ROADWAY

SIDEWALK

LOCKABLE ANGLE

BALL VALVE

CONCRETE BLOCKS

(SEE INSET)

COPPERSETTER FOR 2" METER,

BRACE PIPE REQUIRED

UTILITY OWNER MAINTENANCE

ENDS BEHIND METER BOX

UNDISTURBED

SOIL

11" WASHED STONE

NOTES:

1. WATER METER OR VALVE SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR TRAFFIC.

2. FOR NON-RESIDENTIAL APPLICATIONS THAT REQUIRE AN ABOVE-GROUND BACKFLOW PREVENTER, AN APPROVED METER SETTER

WITHOUT THE DUAL CHECK ASSEMBLY SHALL BE USED.

GALVANIZED BRACE PIPE

(REQUIRED)

EXISTING GRADE

2" CTS PE OR PVC PIPE, WITH NO JOINTS OR

COUPLINGS, AND COMPRESSION CONNECTIONS.

DEPTH PER WATER MAIN UP TO SIDEWALK. AT

SIDEWALK, TRANSITION TO 26" DEPTH.

TOP OF METER SHALL BE LOCATED WITHIN

8" TO 9" OF SURFACE AND CLEAR OF LID

TOP ENTRY VERTICALLY ALIGNED

CARTRIDGE DUAL CHECK VALVE

12

"1

5"

3'-0

" M

IN

.

TY

P.

45°-60°

30

"

MIN

.

CONCRETE COLLAR IN PAVED AREAS,

CONCRETE PROTECTOR RING IN NON-TRAFFIC

AREAS

2-1/2 " SLOTTED VALVE BOX WITH 2"

SCREW TYPE ADJUSTMENT VALVE BOX.

SEE VALVE BOX DETAIL FOR ITEMS NOT

NOTED AND FOR FINISHED GRADE

REQUIREMENTS.

2"Ø MIP x COMPRESSION FITTING (TYP.)

2"Ø X 12" BRASS NIPPLE (TYP.)

2"Ø GATE VALVE W/ 2" SQ. NUT

2-STAINLESS STEEL BANDS

2" CC x FIP CORPORATION STOP ADAPTABLE

TO 2" FIP THREAD FOR DI / P.V.C. PIPE

USE APPROVED SERVICE SADDLE

ADAPT TO POLYETHYLENE PIPE AS PER MFG.

RECOMMENDATIONS

2" CC DOUBLE STAINLESS

STEEL STRAP SADDLE

C&G

METER ADAPTER SHALL BE PROVIDED

BY UTILTY

METER BOX - 24"X36"X30"

DEEP

BYPASS

TO PROVIDE SUPPORT FOR

TIGHTENING OF FITTINGS A 20"

x 3/4" ROUND STEEL ANCHOR

ROD SHALL BE PLACED

THROUGH SUPPORT BAR

HOLE. ROD SHALL BE

TIGHTENED TO "SUPPORT BAR

HOLE" W/STEEL NUTS AND

WASHER. ROD SHALL BE

PAINTED W/2 COATS

BITUMINOUS PAINT OR SHALL

BE STAINLESS STEEL.

℄ COPPERSETTER

SECTION A-A

A

A

REVISIONS


DRAWING NAME

2" & BELOW WATER METER/BACKFLOW ASSY. BOX

SCALE

N.T.S.

DWG NO

W-4

REV. DESCRIPTION

WATER

TIER

15

POLYMER CONCRETE

COVER

X"

X"

X"

X"

X"

NOTES:

1. COVERS SHALL BE ANSI/SCTE 77 TIER 8 (VERTICAL LOAD TEST) IN ALL

NON-TRAFFIC AREAS.

2. IN ALL AUTO TRAFFIC AREAS, COVERS SHALL BE ANSI/SCTE 77 TIER 15

(VERTICAL LOAD TEST).

3. APPROXIMATE WEIGHT: SEE MANUFACTURERS DATA.

POLYMER CONCRETE

BOX PLAN VIEW

SIDE VIEW END VIEW

X"

X"

X"

WATER

METER

LIFT PIN (2X)

S.S. PENTAHEAD BOLTDOWN (4X)POLYMER CONCRETE COVER DYNAMIC BLUE

COLOR - SHERWIN WILLIAMS SW6958

NON-SKID SURFACE

POLYMER CONCRETE BOX - GRAY

COLOR

LIFTING BOLT - 2 EACH SIDE WALL

OPEN BASE

DOGHOUSE OPENING

DOGHOUSE OPENING

TIER

8

REVISIONS


DRAWING NAME

4" & LARGER WATER METER & VAULT

SCALE

N.T.S.

DWG NO

W-5

REV. DESCRIPTION

FINISH GRADE

24"

MASTER

METER

PLAN

SECTION

METER SIZE

L (IN)

4" 14"

6" 18"

8" 20"

10" 18"

12" 18"

CONTRACTOR TO PROVIDE 3/4" OPENING

WITH 3/4" CONDUIT INTO METER BOX FOR

SCADA CONNECTION

SEE TOP ACCESS DOOR COVER DETAIL. DOOR MUST

MEET H-20 LOADING REQUIREMENTS IN TRAFFIC AREAS.

GATE VALVE AND VALVE BOX (SEE

STANDARD DETAILS FOR INSTALLATION)

(TYP.)

PIPE SUPPORTS

48"x48" POLYMER CONCRETE BOX OR APPROVED

EQUAL

FLOW

FLANGED COUPLING

ADAPTER

48"x48" POLYMER CONCRETE BOX

FLANGED COUPLING

ADAPTER

UNDISTURBED SOIL

6" STONE

FLOW

6"

MIN

.

2'

GATE VALVE AND VALVE BOX (SEE

STANDARD DETAILS FOR INSTALLATION)

(TYP.)

L

BYPASS (SAME SIZE AS MAIN)

REVISIONS

REV. NO. BY: DATE: APP:REV. DESCRIPTION

NOTES:

1. SEE CROSS CONNECTION NOTES FOR ADDITIONAL INFORMATION.

2. ASSEMBLY SHALL BE HOUSED IN AN APPROVED INSULATED ENCLOSURE.

3. ALL ENCLOSURES SHALL BE MISSION BROWN IN COLOR.

4. SITE LID OPENING TO ENSURE ACCESS TO ASSEMBLY.

5. ALL PIPE MATERIAL SHALL BE SCH. 80 PVC OR BRASS.

6. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM ENCLOSURE DIMENSIONS

PRIOR TO ORDERING MATERIALS.

INSULATED FLIP TOP ENCLOSURE

UTILITY APPROVED RPZ ASSEMBLY

1"

12

" M

IN

.

36

" M

AX

.

PIPE SUPPORT

8" MIN.8" MIN.

3" MIN.

BALL VALVE

BALL VALVE

PVC SLEEVE

INTERIOR ANCHOR, (TYP.)

24

" M

IN

.

COMPACTED SUBGRADE

6" MIN. NO. 57 STONE

4" THICK MIN. CONC. SLAB

4"Ø GRAVEL DRAIN AND STONE SUMP

PVC SLEEVE

STREET 90° (TYP.)

BOLTED COMPRESSION FLANGE

W/ STAINLESS STEEL BOLTS (TYP.)

CLOSE NIPPLE

RPZ

SIZE

INSIDE

LENGTH

INSIDE

WIDTH

3/4 28 12

1 34 12

1-1/2 44 24

2 49 24

CLOSE NIPPLE

DRAWING NAME

2" & SMALLER RPZ BACKFLOW PREVENTION ASSEMBLY

SCALE

DWG NO

N.T.S.

W-6

REVISIONS


NOTES:




4. SITE LID OPENING TO ENSURE ACCESS TO ASSEMBLY.


6. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM ENCLOSURE DIMENSIONS

PRIOR TO ORDERING MATERIALS.

INSULATED FLIP TOP ENCLOSURE

UTILITY APPROVED DOUBLE

VALVE CHECK ASSEMBLY

1"

12

" M

IN

.

36

" M

AX

.

PIPE SUPPORT

8" MIN.8" MIN.

3" MIN.

BALL VALVE

BALL VALVE

PVC SLEEVE

INTERIOR ANCHOR, (TYP.)

24

" M

IN

.

COMPACTED SUBGRADE

6" MIN. STONE BASE

4" THICK MIN. CONC. SLAB

4"Ø GRAVEL DRAIN AND STONE SUMP

PVC SLEEVE

STREET 90° (TYP.)

BOLTED COMPRESSION FLANGE

W/ STAINLESS STEEL BOLTS (TYP.)

CLOSE NIPPLE

RPZ

SIZE

INSIDE

LENGTH

INSIDE

WIDTH

3/4 28 12

1 34 12

1-1/2 44 24

2 49 24

CLOSE NIPPLE

DRAWING NAME

2" & SMALLER DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY

SCALE

DWG NO

N.T.S.

W-7

REVISIONS


DRAWING NAME

2.5" & LARGER RPZ BACKFLOW PREVENTION ASSEMBLY

SCALE

DWG NO

N.T.S.

W-8

NOTES:



3. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE FROM BUILDING TO HEATER FOR RPZ'S

INSTALLED ON FIRE LINES.

4. FOR LINES 3" AND LARGER PIPE MATERIAL SHALL BE DIP.

5. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM

ENCLOSURE DIMENSIONS PRIOR TO ORDERING MATERIALS.


12

" M

IN

.

60

" M

AX

.

6"

MIN

.

UTILITY APPROVED

RPZ ASSEMBLY

6"

TYP.

6"

TYP.

ADJUSTABLE STEEL PIPE

SUPPORTS

FROM MAIN TO BUILDING

INSULATED ENCLOSURE

FEED PIPE

DISCHARGE PIPE

4" THICK MIN. CONC. SLAB W/

REINFORCING AND 6 MIL VAPOR

BARRIER UNDER SLAB

FL 90° BEND

FL 90° BEND

A

B

A

1/2" GAP W/ EXPANSION JOINT FILLER

- BOTH LINES

RESTRAINED JOINT 90° BEND


OS&Y FL GATE VALVE

OS&Y FL GATE VALVE

DETECTOR LINE - FIRE

LINES ONLY

ELECTRIC HEATER - INSTALL PER ASSE 1060

STANDARDS FOR CLASS 1 BACKFLOW

ENCLOSURES AND MANUFACTURER'S

SPECIFICATIONS

RPZ

SIZE

A B C

2.5 4 50 36

3 4 62 36

4 4 73 36

6 6 89 48

8 101 48

106 64

6

6

C = INSIDE WIDTH

1" M

IN

.

COMPACTED SUBGRADE

REVISIONS


DRAWING NAME

2.5" & LARGER DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY

SCALE

DWG NO

N.T.S.

W-9

NOTES:



3. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE FROM BUILDING TO HEATER FOR RPZ'S INSTALLED ON FIRE LINES.

4. FOR LINES 3" AND LARGER PIPE MATERIAL SHALL BE DIP.

5. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM ENCLOSURE DIMENSIONS PRIOR TO ORDERING

MATERIALS.


12

" M

IN

.

60

" M

AX

.

6"

MIN

.

UTILITY APPROVED

DOUBLE CHECK ASSEMBLY

6"

TYP.

6"

TYP.

ADJUSTABLE STEEL PIPE

SUPPORTS

FROM MAIN TO BUILDING

INSULATED ENCLOSURE

FEED PIPE

DISCHARGE PIPE

4" THICK MIN. CONC. SLAB W/

REINFORCING AND 6 MIL VAPOR

BARRIER UNDER SLAB

FL 90° BEND

FL 90° BEND

A

B

A

1/2" GAP W/ EXPANSION

JOINT FILLER - BOTH LINES

RESTRAINED JOINT 90° BEND


OS&Y FL GATE VALVE

OS&Y FL GATE VALVE

ELECTRIC HEATER - INSTALL PER ASSE 1060

STANDARDS FOR CLASS 1 BACKFLOW

ENCLOSURES AND MANUFACTURER'S

SPECIFICATIONS

RPZ

SIZE

A B C

2.5 4 50 36

3 4 62 36

4 4 73 36

6 6 89 48

8 101 48

106 64

6

6

C = INSIDE WIDTH

1" M

IN

.

COMPACTED SUBGRADE

REVISIONS


DRAWING NAME

SCALE

DWG NO

N.T.S.

WATER METER ENCLOSURE

BUILDING

BACKFLOW PREVENTER

ENCLOSURE

LIN

E O

F

DE

MA

RC

AT

IO

N

5'

MIN.

5'

MIN.

SEE METER ANDBACKFLOW PREVENTER (BFP) DETAILS FOR

FURTHER INFORMATION FOR METER ASSEMBLY & VAULT

AND BFP ASSEMBLY & ENCLOSURE.

ABOVE GROUND BACKFLOW PREVENTER & METER LAYOUT

W-10

REVISIONS


ENCLOSURE ANCHOR INSTALLATION & INSULATION

SCALE

DWG NO

N.T.S.

W-11

INSULATION

NOTE:

ANCHORS TO BE MADE OF NONFERROUS MATERIALS PER MANUFACTURER'S RECOMMENDATIONS.

ENCLOSURE EXTERIOR WALL

NYLOCK NUT

SLOTTED ANCHORS ALLOW

FOR VERTICAL ADJUSTMENT

ENCLOSURE EXTERIOR WALL

CONCRETE FOOTER OR SLAB

GRADE

WALL INSULATION MINIMUM R-8

INTERIOR ANCHOR

4"

MIN

.

REVISIONS


SCALE

DWG NO

N.T.S.

2"AND SMALLER UNDERGROUND BACKFLOW PREVENTER

W-12

HDPE DR9 HDPE DR9

BELOW GRADE COMPOSITE METER BOX

CONCRETE BLOCKS

6" STONE BASE

BALL VALVE

NOTES:



3. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM BOX DIMENSIONS PRIOR TO

ORDERING MATERIALS.

4. METER CAN BE INSTALLED IN SAME METER BOX AS BACKFLOW PREVENTER.

SIZE

INSIDE

LENGTH

INSIDE

WIDTH

3/4 24 13

1 30 17

1-1/2

2 36 24

SUPPORT BACKFLOW

IF REQUIRED

DEPTH

18

18

18

30 17 18

DUAL CHECK BACKFLOW PREVENTER

REVISIONS


DRAWING NAME

TYPICAL VALVE BOX & COVER THROUGH 12" DIA

SCALE

N.T.S.

DWG NO

W-13

REV. DESCRIPTION

WATER

SECTION VIEW

CAST-IN-PLACE CONCRETE COLLAR

NOTE: CIRCULAR COLLAR ACCEPTABLE

IN LIEU OF ABOVE DETAIL

MAIN

BOTTOM SECTION

TOP SECTION

VALVE BOX LID

VA

RIE

S

VA

RIE

S

GROUND

NOTE: VALVE BOX PROTECTOR RINGS SHALL BE

INSTALLED AROUND VALVE BOX IN UNPAVED

NON-TRAFFIC AREAS. AND SHALL NOT CREATE

A HINDERANCE TO MOWING OPERATIONS.

VALVE

BOX LID

SECTION VIEW

VALVE BOX PROTECTOR RING

VALVE BOX LID

TYPICAL FINISHED GRADE IN

UNPAVED AREAS

NOTE: VALVE BOX

SHOULD NOT CONTACT

MAIN OR VALVE

SEE DETAILTHIS SHEET FOR

VALVE BOX & RISER. ONLY

PRE-FABRICATED RISERS

ALLOWED.

RESTRAINED JOINT

(TYP)

PRECAST CONCRETE COLLAR

IN NON-PAVED AREAS

FINISHED GRADE IN PAVED AREAS

CAST-IN-PLACE

CONCRETE COLLAR IN

PAVED AREAS

(8" MIN. THICKNESS)

BASE COURSE

TRACER WIRE

VALVE BOX COVER 1" RAISED

LETTERING LABELED "WATER"

2-PIECE SCREW TYPE

ADJUSTABLE VALVE BOX,

5-1/4" MODEL

CLOSED PICKHOLES (2)

24" (MIN.)

2"

MIN

.

4"

MIN

.

9-1/2"

MIN.

1/2

"

VALVE BOX AND RISER

18"

MIN.

18

"

MIN

.

REVISIONS


DRAWING NAME

BUTTERFLY VALVE < 6 FT DEPTH

SCALE

N.T.S.

DWG NO

W-14

REV. DESCRIPTION

STANDARD VALVE BOX CAST INTO FLAT TOP.

SEE SPACER DETAIL (THIS SHEET).

ENCASEMENT IN TRAFFIC AREAS

PER GATE VALVE DETAIL

FINISHED GRADE

NOTE:

MANHOLE TO BE USED ON ALL BUTTERFLY VALVES 16" AND LARGER WHEN INSTALLATION DEPTH IS 6.0' OR

GREATER, AS MEASURED FROM THE TOP OF THE WATER VALVE TO FINISHED SURFACE ELEVATION.

TOP VIEW

SIDE VIEW

VALVE BOX

OPERATOR

CONCRETE ENCASEMENT

SHEET METAL SPACER WITH A DIAMETER SLIGHTLY SMALLER THAN

THE INSIDE DIAMETER OF THE VALVE BOX AND A SQUARE HOLE

CENTERED TO BE PLACED OVER THE VALVE OPERATOR NUT.

VALVE BOX LID

CONCRETE ENCASEMENT

STEM EXTENSION

SHEET METAL SPACER

OPERATOR NUT

SPACER DETAILS

MECHANICAL JOINT

BUTTERFLY VALVE

W

A

T

E

R

L

IN

E

W

A

T

E

R

L

IN

E

VALVE OPERATOR EXTENSION SHALL BE

INSTALLED IN ALL CASES WHERE THE

VALVE OPERATOR IS GREATER THAN 4-FT

DEPTH FROM THE SURFACE.

VALVE BOX EXTENSION

REVISIONS


DRAWING NAME

POST INDICATOR VALVE

SCALE

N.T.S.

DWG NO

W-15

REV. DESCRIPTION

OPEN

NOTE:

CONTRACTOR SHALL INSTALL 1-3/4" PVC CONDUIT LINE FROM 5' LINE AT

BUILDING, STUBBED UP 1' ABOVE FINISHED GRADE AT PIV IF TAMPER

SWITCH IS REQUIRED. SEE PLAN FOR TAMPER SWITCH REQUIREMENT.

GROUND LINE/FINISHED GRADE

ADJUSTABLE INDICATOR POST

THREE POLE TAMPER SWITCH

(IF REQUIRED, SEE NOTE)

ATTACH PIV POST PER MANUFACTURERS

RECOMMENDATIONS

PIV GATE VALVE

LOCKING DEVICE

(BY OTHERS)

RESTRAINED JOINT (TYP)

VA

RIE

S

30

"

REVISIONS


DRAWING NAME

2" BLOW OFF ASSEMBLY

SCALE

N.T.S.

DWG NO

W-16

REV. DESCRIPTION

6"

6"

2'

2" NO LEAD BRASS OR DIP NIPPLE

(6" MIN LENGTH)

OPTIONAL THRUST BLOCK PER

UTILITY REQUIREMENTS

ANCHOR RING

SEE PLAN FOR RESTRAINED

JOINT REQUIREMENTS

MECHANICAL JOINT TAPPED

CAP FOR 2" NPT

2" THREADED GATE VALVE W/ 2" NUT

2" THREADED NO LEAD BRASS OR DIP NIPPLE

OPTIONAL THRUST BLOCK PER UTILITY

REQUIREMENTS

2" THREADED NO LEAD BRASS OR DIP PIPE

THREADED COUPLING 6" TO 12"

BELOW FINISHED GRADE

STANDARD VALVE BOX (SEE

DETAIL)

CONCRETE ENCASEMENT

(TYP.)

PAVEMENT

5'

MIN.

REVISIONS


DRAWING NAME

COMBINATION AIR RELEASE VACUUM VALVE

SCALE

N.T.S.

DWG NO

W-17

REV. DESCRIPTION

IRON DOUBLE STRAP SERVICE SADDLE W/ CC

THREAD

2" SS ISOLATION BALL VALVE OR

GATE VALVE

NOTES

1. VALVES SHALL BE OF THE SINGLE HOUSING STYLE THAT

COMBINES THE OPERATION OF BOTH AN AIR VACUUM AND AIR

RELEASE VALVE.

2. MANHOLE SHALL BE IN ACCORDANCE WITH THE STANDARD

SEWER MANHOLE DETAIL.

3. USED FOR DEPTHS LESS THAN 5'.

1 FULL JOINT OF DUCTILE IRON

WATER PIPE CENTERED AT VALVE

CORP. STOP

RING & VENTED COVER

CONCRETE GRADE RING (2 MAX.)

COMBINATION AIR RELEASE VACUUM VALVE

W/ 2" NPT INLET, OFFSET 12" FROM CENTER OF

MANHOLE

60" DIAMETER MANHOLE

FLAT TOP

MANHOLE

24" DEEP NO. 57 STONE

DRAINAGE PIT

COLLAR

REVISIONS


DRAWING NAME

STANDARD FIRE HYDRANT

SCALE

N.T.S.

DWG NO

W-18

REV. DESCRIPTION

PAVEMENT

FINISHED GRADE

NOTES:

1. TOP OF BLOCKING TO BE 2" FROM HYDRANT WEEPHOLES.

2. IF HYDRANT IS LOCATED ON DOT ROADWAY USE DOT STANDARDS FOR LOCATION

OF HYDRANT.

HYDRANT BARREL

CURB & GUTTER

CONC. PROTECTOR RING IN NON-TRAFFIC

AREAS, CONC. COLLAR IN TRAFFIC AREAS

UNDISTURBED SOIL

ALL PIPE JOINTS & FITTINGS TO BE RESTRAINED

MAINLINE TEE

FIRE HYDRANT, TO BE PLACED WITH

PUMPER NOZZLE W/CAPTIVATOR CAPS

FACING TRAVEL/FIRE LANE

VALVE BOX

MIN. 8 CF OF No. 57 STONE

6" GATE VALVE

CONC. THRUST BLOCKING

OPTIONAL THRUST BLOCKING

PVC PIPE

BA

CK

O

F C

UR

B O

R

ED

GE

O

F P

AV

EM

EN

T

6"

MA

X.

UNDISTURBED SOIL

3' MIN.

15' MAX.

COMPACTED BACKFILL

(TYP)

4'

MIN

.

18

" M

IN

.

24

" M

AX

.

REVISIONS


DRAWING NAME

STEEL CASING PIPE

SCALE

N.T.S.

DWG NO

W-19

REV. DESCRIPTION

STEEL CASING

RESTRAINED MECHANICAL

JOINT (TYP)

CAP IN ACCORDANCE WITH ASUS

SPECIFICATIONS

DUCTILE IRON CARRIER

PIPE

A

STAINLESS STEEL CASING

SPACER (TYP.)

SECTION

SECTION A-A

DUCTILE IRON CARRIER PIPE

STEEL CASING

(TOP CLEARANCE PER MANUFACTURERS

RECOMMENDATIONS)

STAINLESS STEEL CASING

SPACER

TOP OF PAVEMENT

ANNULAR SPACE TO BE LEFT

OPEN

NITRILE END SEAL W/ S.S. STRAPS (TYP)

NOTES:

1. ALL JOINTS INSIDE OF CASING PIPE AND ONE JOINT BEYOND SHALL BE

RESTRAINED MECHANICAL JOINTS OR AS APPROVED BY THE ENGINEER.

2. INSTALL CASING PIPE AS SHOWN ON DRAWINGS OR MINIMUM 5 FT.

BEYOND EDGE OF PAVEMENT.

6"

TYP.

2'-0"

TYP.

5'-6

"

MIN

.

REVISIONS


DRAWING NAME

ADJUSTABLE PIPE SUPPORT - 2" TO 24"

SCALE

N.T.S.

DWG NO

W-20

REV. DESCRIPTION

CONTRACTOR TO SUPPLY 2"

SCHEDULE 40 A36 STEEL PIPE,

WITH GALVANIZED FINISH

UNLESS OTHERWISE NOTED

SECTION VIEW ELEVATION VIEW

GENERAL NOTES:

1. PIPE SUPPORTS SHALL BE FACTORY CONSTRUCTED UNITS.

NO CONTRACTOR MADE SUPPORTS WILL BE ACCEPTED.

2. ALL THREADED AREAS SHALL BE COATED WITH ANTI-RUST

LUBRICANT.

SECTION VIEW ELEVATION VIEW

ADJUSTALE PIPE FLANGE DETAIL ADJUSTALE PIPE SADDLE DETAIL

VA

RIE

S

FIE

LD

C

UT

A

S R

EQ

'D

FASTEN TO SLAB WITH (4)-1/2"

DIA X 3-3/4"EXPANSION

ANCHORS

VA

RIE

S

FIE

LD

C

UT

A

S R

EQ

'D

FASTEN TO SLAB WITH (4)-1/2"

DIA X 3-3/4" EXPANSION

ANCHORS

1/4" NITRILE PAD WITH

ADHESIVE BACK, CUT

TO FIT SUPPORT PLATE

AS REQUIRED

1/4" NITRILE PAD WITH

ADHESIVE BACK, CUT

TO FIT SUPPORT PLATE

AS REQUIRED

CONTRACTOR TO SUPPLY 2"

SCHEDULE 40 A36 STEEL PIPE,

WITH GALVANIZED FINISH

UNLESS OTHERWISE NOTED

REVISIONS


DRAWING NAME

CONCRETE THRUST BLOCK

SCALE

N.T.S.

DWG NO

W-21

REV. DESCRIPTION

M.J.PLUG

SIDE EXCAVATIONS(TYP.)

ELBOW

ALL BEARING

SURFACES

SHALL BE

AGAINST

UNDISTURBED

GROUND (TYP)

CONCRETE SHALL BE

KEPT CLEAR OF PIPE

JOINTS (TYP.)

NOTES:

1. CONCRETE BLOCKING SHALL NOT BE USED UNLESS APPROVED BY THE

UTILITY.

2. THRUST BLOCKS SHALL BE INSTALLED ON PIPE DISTRIBUTION LINES 6"

THRU 12" DIA. IN THE MANNER SHOWN ONLY WHEN THE REQUIRED

LENGTHS OF RESTRAINED JOINT PIPE CANNOT BE INSTALLED.

3. IF CONCRETE IS MIXED ON-SITE, MIXING MUST BE DONE UTILIZING A

MECHANICAL MIXER.

4. NO CONCRETE SHALL BE PLACED ON BOLTS. WRAP JOINT FITTINGS WITH

PLASTIC.

5. CONCRETE SHALL BE A MINIMUM 3,000 psi.

1/31/23/410 2/3 1/3

24

20

18

3.0

2.0

1-2/3

14

16

12

1.0

1-1/3

3/4

4-1/3

3.0

2-1/3

2-1/3

1-2/3

1-1/3

1-1/2

2.0

1.0

3/4

1.0

2/3

1-1/3

2/3

3/4

2/3

1/2

1/3

1/2

1/2

1/3

1/3

1/3

1/3

MINIMUM CONCRETE BLOCKING (C.Y.)

8

6

4

1/3

1/3

1/3

1/3

1/2

1/3

1/3

1/3

1/3

1/3

1/3

1/3

1/3

1/3

1/3

NOM. PIPE

DIA. IN.

TEES &

DEAD ENDS

90° BEND45° BEND

22-1/2°

BEND

11-1/4°

BEND

ELBOW

HORIZONTAL BEND

TEE

CROSS

DEAD END

SEE BLOW-OFF DETAIL FOR CLARIFICATION OF

CONSTRUCTION REQUIRED AT DEAD ENDS

CONCRETE

THRUST BLOCK

(TYP.)

THRUST

BLOCK

UNDISTURBED SOIL

AREA OF

BEARING

REVISIONS


DRAWING NAME

RESTRAINED JOINT TABLE

SCALE

DWG NO

N.T.S.

W-22

Documents

TRENCHING DETAIL FOR WATER PIPE W-1