Standard Water Detail Drawings - · PDF filestandard water detail drawings ... department of...

Standard Water Detail Drawings

W-1 Standard Concrete Payment Patch

W-2 Standard Asphalt Pavement Patch

W-3 Trench Bottom Dimensions & Backfilling Requirements for Ductile Iron Pipe

W-4 Standard Fire Hydrant Installation (restrained joint)

W-4a Standard Fire Hydrant Installation (rodding)

W-5 Standard Fire Hydrant with 5" Storz Pumper Nozzle

W-6 Hydrant Operating Nut and 2 ½ " Outlet Threads

W-7 Thrust Blocking Design Data for Water Mains

W-8 Standard Thrust Block Installation for Valves and Dead End Mains

W-9 Standard Thrust Blocking Views

W-10 Thrust Blocking Design Quantity Table

W-11 Thrust Blocking Design Quantity Table

W-12 Standard Vertical Bend

W-13 Standard Main & Valve Markers for Potable & Reuse Water Easements

W-14 Standard Tapping Sleeve & Valve Assembly (4"-24")

W-15 Restrained Tee and Valve Installation on Dead Lines (4"-24")

W-16 Butterfly Valve Manhole (16" & Larger Mains)

W-17 Valve Box Installation and Extension

W-18 5 ¼ " Valve Box Drop Lid with 4" Skirt

W-19 Standard Water Air Release Valve

W-20 Standard Manhole Cover

W-21 Temporary Water Main Blow Off Assembly

W-22 Permanent Water Main Blow Off Assembly

W-23 Standard ¾" & 1" Water Service Installation

W-24 Single Family, Residential, New Construction Back flow Prevention/Meter Assembly Installation

Standard Water Detail Drawings

W-25 Water Meter Box Detail

W-26 Standard Gang Meter Assembly

W-27 Gang Meter Addressing Single Story Building

W-28 Gang Meter Addressing Multi-Story Building

W-29 Typical 4"-8" Domestic Water Meter Bypass Installation

W-30 Typical 6"-10" Fire Service & Domestic Service w/ Bypass

W-31 Typical 1 ½ "- 2" Water Meter Box Installation

W-32 Typical 4" Water Meter Vault

W-33 Typical 6" thru 10" Water Meter Vault

W-34 Fire, Domestic & Irrigation Options Schematic

W-35 Irrigation Tap on New and Existing Services

W-35T Termination of Irrigation Meter

W-36 Reduced Pressure Backflow Preventer

W-37 Typical Fire Main Double Detector Check Valve Assembly

W-38 Standard Double Check Valve Assembly

W-39 Below Ground DDCV & DCV

W-40 Pipe Alignment Guides (Spiders)

W-41 Concrete Cradle Protection for Water Line Crossings

A.B.B. 2-8-05

NEW CONC. TO BE3000 PSIEXISTING

CONC.

SAW CUT AND REMOVEEXISTING PAVEMENT

TYP1'-0"

2" BELOW EXISTING BORE 1 1/8" DIA., 1'-0"ON CENTER ALONG CUT &

DOWEL W/ #4 BAR

BACKFILL, TAMPED IN6" LIFTS

6" COMPACTED NO.67 STONE

EXPANSION JOINT MATERIAL,MASTIC SEALANT, AND DOWELADHESIVE AS REQUIRED BYNCDOT STANDARD SPECS.

UNDISTURBED SOIL

SEE W-3

PIPE

1'-0"TYP

1'-0"TYP.

CITY OF RALEIGH

DEPARTMENT OF PUBLIC UTILITIES

STANDARD CONCRETEPAVEMENT PATCH DETAIL

DWG. NO. REVISIONS DATE REVISIONS DATE3-31-00RRHW-1

NOTES:1. SEE CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING W-3 FOR ADDITIONAL DETAILS2. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT

PERMIT.3. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROVED SAW CUT

MACHINE.4. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND

COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OFTHE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. 5. THE FINAL 6" OF FILLSHALL CONSIST OF ABC MATERAIL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT OBTAINEDBY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BYNCDOT .

A.B.B. 10-29-10MAB 10-31-13

A.B.B. 4-16-04

EXISTING PAVEMENT

NEW ASPHALT SURFACE COARSE2" MINIMUM

EXISTING PAVEMENT

NEW ABC 12" MIN. DEPTH

1'-0"EXISTING

SUBGRADE

UNDISTURBEDSOILCOMPACTED

FILL IN 6" LIFTS

PIPE

REFER TO W-3

NOTES:

1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH ANAPPROPRIATE SAW CUT MACHINE.

2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL ANDCOMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING ASAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.

3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUALTO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL INACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.

4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN

NO CASE SHALL THE ASPHALT BE LESS THAN 2" THICK.6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY

WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR

ADDITIONAL DETAILS.8. NO HAND PATCHING ALLOWED.9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE

ENCROACHMENT PERMIT.

CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES

STANDARD ASPHALTPAVEMENT PATCH DETAIL

DATE

11-1-99

REVISIONS

D.W.C.

DATE3-31-00

DWG. NO. REVISIONSRRHW-2 J.P.S. 10-29-10

EXISTING ABC

NOTES:1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE

INSIDE FACE OF THE SHORING AND BRACING.2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL.3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.4. BACKFILL SHALL BE TAMPED IN 6" LIFTS.5. ACHIEVE 95% COMPACTION IN BACKFILL.

6" OF #67 STONE WHENROCK OR WATER IS

ENCOUNTERED

MINIMUM SIDECLEARANCE

3'-0" MIN UNDISTURBEDSOIL

BACKFILL

FINISHED GRADE

CITY OF RALEIGH


TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DUCTILE IRON

DWG. NO

W-3REVISIONS DATE REVISIONS DATE

D.W.C. 9-3-99RRH

ABB3-31-00

2-15-05J.P.S. 10-29-10

O.D. OF PIPE6" 6"

CL

ABB 4-6-04DHL 2/14/08

RESTRAININGGLANDS

RESTRAINING GLANDS

PAP 2/17/09

UNDISTURBED EARTH.

7 CU. FT. CRUSHEDSTONE MIN.

1'-3"x 1'-3"x 4" THICK

MAIN6" MIN. BRANCH PIPE

1'- 0"

6" GATE VALVECONC. THRUSTBLOCK

VALVE BOX

2'-6

' MIN

.

SIDEWALK CURB AND GUTTERPAVEMENT

TRAFFIC FLANGE BETWEEN 2" - 6"ABOVE GRADE

FIRE HYDRANT, PUMPER NOZZLE TO BE POINTEDTOWARDS FIRE TRUCK ACCESS.

PROPERTYLINE

COMPACTED BACKFILL(TAMPED IN 6" LIFTS)

CITY OF RALEIGH


STANDARD FIRE HYDRANTINSTALLATION DETAIL

DWG. NO REVISIONS DATE REVISIONS DATE

W-4

MINIMUM 36" HORIZONTAL CLEARANCEFROM ANY OBJECT.

NOTES:1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M&H,

WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-963. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT4. STEEL RODS AND BOLTS SHALL BE 3

4" HOT DIPPED GALVANIZED5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION

RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THEHYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BEINSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW

ANYTIME SITE WORK, CONSTRUCTION,ROAD WORK, OR ANY OTHER WORKCHANGES THE GRADE OF THE FIREHYDRANT, THE PERSON RESPONSIBLEFOR THE WORK IS RESPONSIBLE FORADJUSTING THE FIRE HYDRANT TO STAYWITHIN COMPLIANCE.

5' 3'-6"

NOTES:1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M&H,

WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-963. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT4. STEEL RODS AND BOLTS SHALL BE 3

4" HOT DIPPED GALVANIZED5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION

RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THEHYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BEINSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW

ANYTIME SITE WORK, CONSTRUCTION,ROAD WORK, OR ANY OTHER WORKCHANGES THE GRADE OF THE FIREHYDRANT, THE PERSON RESPONSIBLEFOR THE WORK IS RESPONSIBLE FORADJUSTING THE FIRE HYDRANT TO STAYWITHIN COMPLIANCE.

3/4" HOT DIPPEDGALVANIZED BRIDLE RODMAY BE COUPLED ONCE.

6" MIN. BRANCH PIPE

COMPACTED BACKFILL(TAMPED IN 6" LIFTS)

CONC. THRUSTBLOCK

6" GATE VALVEVALVE BOX

CURB AND GUTTERPAVEMENT

2'-6

' MIN

.

SIDEWALK

TRAFFIC FLANGE BETWEEN2" - 6" ABOVE GRADE

MAIN

18"

32"

1 5/8"

5" STORZNOZZLE

2 12" NOZZLES W/NATIONAL STANDARD

THREADS

RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE, WAKE FOREST, WENDELL & ZEBULON

GROUND LINE

CITY OF RALEIGH


STANDARD FIRE HYDRANT WITH 5"STORZ PUMPER NOZZL

DWG. NO. REVISIONS DATE REVISIONS DATE

W-5 RRHABBDHL

3-1-873-31-00

7-21-052-18-08

NOTES:1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.2. KNIGHTDALE, & ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED RED W/SILVER OPERATING

NUTS.3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING

NUTS.4. WAKE FOREST AND GARNER, AND WENDELL PUBLIC AND PRIVATE HYDRANTS TO BE

PAINTED SAFETY YELLOW W/SILVER CAPS AND OPERATING NUTS.5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER THAN 12" SHALL

BE PAINTED BLACK.

1"81

169"

1

21"

1

2.500"

CL

2 1/2" NATIONAL STANDARDOUTLET THREADS

A.B.B 4-13-04DHL 2-18-08

1 9/16" OPERATION NUT

CITY OF RALEIGH


HYDRANT OPERATING NUT AND 21/2" OUTLET THREADS

DWG. NO. REVISIONSRRH

DATE3-31-00

REVISIONS DATE

W-6 J.P.S 11-1-10

3" MIN.CLEARANCE

"X" BAR

THRUST COLLAR

3" MIN.CLEARANCE

"Y" BAR

UNDISTURBED SOIL

"C"

"B"

O.D

.PI

PE"A

""A

"

"D"

NOTES:1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION

SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3.

THRUST COLLAR, AND THRUST SCHEDULE

REINFORCING REQUIREMENTS

CITY OF RALEIGH


THRUST BLOCKING DESIGN DATAFOR WATER MAINS

DWG. NO.W-7

REVISIONSRRH 1-21-00D.H.L. 6-18-08

DATE REVISIONS DATEJ.P.S. 11-1-10

5. BACKFILL TAMPED IN 6" LIFTS PERSTANDARD DETAIL W-3.

6. THRUST COLLAR MUST BE FACTORYWELDED ON BOTH SIDES ALONG BOTHEDGES OF COLLAR AROUNDCIRCUMFERENCE.

6" - 16"20" - 24"30" - 36"

48" & greater

1'-4"1'-4"1'-4"1'-8" 1'-9"

1'-7"1'-7"1'-7" 2"

3"4"6" 7/8"

5/8"1/2"3/8""D""A" "B" "C"I.D. PIPE

48" & greater

6" - 36"

I.D. PIPE REBAR SIZE

#5

#6 3'-0"+ O.D. PIPE

2'-2"+ O.D. PIPE

"X" BAR LENGTH "X" BAR WEIGHT1.043 LBS/FT

1.502 LBS/FT 1'-3"

1'-1" 1.1 LBS. EACH

1.9 LBS. EACH X-24, Y-12X-24, Y-12

NO. REQUIRED"Y" BAR WEIGHT"Y" BAR LENGTH

CITY OF RALEIGH


STANDARD THRUST BLOCK INSTALLATION FOR 16" ANDLARGER VALVES AND DEAD END MAINS

DWG. NO.W-8

REVISIONSY.C.A.

DATE REVISIONS DATE4-12-906-92

D.W.C.RRH

9-7-993-31-00

5.0

'

THRUST

BLO

CKI

NG

AT

VALV

ES16" A

ND

LARG

ER

10

.0'

10

.0'

16

" MAIN

- 1

THRUST

BLO

CK

REQ

UIR

ED,

ON M

AIN

S G

REA

TER T

HAN

16

"- 2

THRUST

BLO

CKS

REQ

UIR

ED.

STA

ND

ARD

THRUST

BLO

CK

VALV

E

5.0

'

NO

TES:

1.

CO

NC

RET

E SHALL

BE

30

00

PSI

2.

CO

NC

RET

E SHALL

NO

T C

ONTA

CT

BO

LTS O

R E

ND

S O

FM

ECHANIC

AL

JOIN

T FI

TTIN

GS.

3.

TREN

CHES

SHALL

CO

NFO

RM

TO

STA

ND

ARD

DET

AIL

W-3

.4

. SEE

STA

ND

ARD

THRUST

BLO

CK

TABLE

S,

W-1

0 T

HRU

W-1

1,

FOR A

REA

OF

CO

NC

RET

E REQ

UIR

ED.

5.

ALL

BEN

DS A

ND

INTE

RSEC

TIO

NS

SHALL

HAVE

CO

NC

RET

E TH

RUST

BLO

CKI

NG

.

CITY OF RALEIGH


STANDARD THRUST BLOCKING VIEWS

REVISIONSD.W.C.

DATE3-1-879-7-99

REVISIONSRRH

D.H.L.

DATE3-31-006-18-08

TEE

INTE

RSEC

TIO

N

DWG. NO.W-9

THRUST

BLO

CKI

NG

THRUST

BLO

CK

AREA

90° BEND45° BEND

8"

16"

12"

29

16

4

21

8

40,213

7,881

30,779

15,691

56,861

10

8

4

2

15

25

35

19

5

10

5 5

4

8

2

1

4

8

1

2

12

3

16

4,433

8,826

31,983

17,312

22,619

8

6

3

5

2

3,922

10,053

5,655

1,970

7,694

14,215

2

4

3

2

1

1

14

19

5

9

6

11

3

3

4

3

4

3

2

1

2

3

1

8

5

4

9

6

5

1

2

3

3

2

4

2

2

1

2

2

1

1

1

1

1

1

1

6"

7,996

2,207

4,328

1,108

2

2

1

1

3

4

2

3

5

2

1 1

1

1

1

1

1

1

1 1

10 41

15

8

4

2

31

57

16

8

5

4

6

2

1

6

8

23

32

5

3

2

18

9

5

3

4

1

2

1

4

3

2

15

10

8

1

1

2

4

2

6

21

1

1

1

1

2

2

1

5

8

3

1 2

1

1

1

1

REACTION BEARING AREAS ARE IN SQUAREFEET MEASURED IN A VERTICAL PLANE IN THETRENCH SIDE AT AN ANGLE OF 90° TO THETHRUST VECTOR.

USE 6" - 90 BEND VALUE FORHYDRANTS FOR ADDITIONALSAFETY FACTOR.

REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDSBASED ON TEST PRESSURE OF 200 P.S.I.

ALL AREAS GIVEN IN SQUARE FEET.SI

ZE A

ND D

EGRE

E OF

BEND STAT

IC T

HRUS

T IN

POUN

DS MODE

RATE

LY D

RY

CLAY 4000 LBS/FT²

SOFT

CLA

Y 20

00

LBS/FT²

1600 LBS/FT² GRAVEL /

COAR

SE S

AND

8000 LBS/FT² DRY CLAY -

ALW

AYS

DRY

SAND

, COM

PACT

FIR

M

8000 LBS/FT²

SAND

-CLE

AN D

RY

4000 LBS/FT²

SOIL 1000 LBS/FT²

QUI

CKSA

ND -

VERY

POOR

ROCK

- PO

OR

10,000 LBS/FT²

PLUG

PLUG

PLUG

PLUG

CITY OF RALEIGH


THRUST BLOCKING DESIGNQUANTITY TABLE

DWG. NO. REVISIONSD.W.C.W-10

DATE6-23-99

REVISIONS DATE

90°

45°

22 1/2°

11 1/4°

90°

45°

22 1/2°

11 1/4°

90°

45°

22 1/2°

11 1/4°

90°

45°

22 1/2°

11 1/4°

36"

30"

24"

287,855

203,575

155,816

39,901

79,439

14472

51 102

20

39

10

78

20

40

172 36

122 26

48

94

24

10

20

5

7236

26 51

10

20

5

20

39

10

108,206

199,900

141,372

55,163

27,709

5528

36

50

71

100

7

14 28

14

35,305

127,936

90,478

69,252

17,734

189

23

32

18

46

64

35

5 9

65 14

85

120

18

25

34

17

7

4

2814

18

25

36

50

7

4 7

14

522

77

55

42

12

16

9

11 3

95

12

16

9

23

32

18

3 5

29288

204 21

30

156

40

8

16

4

109 11

142

200

15

20

2

56 6

3

36 4

91

128

70

10

13

7

18 2

362

512

277

142141,218

48"

277,007

361,911

511,742

91

128

70

70,935 18

36

181

139

256

217

320

166

36

71

43

85

46

64

35

46

64

35

9

18

9

18

128

91

70

18

36

71

37

52

28

8

15

REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDSBASED ON TEST PRESSURE OF 200 P.S.I.

ALL AREAS GIVEN IN SQUARE FEET.SI

ZE A

ND D

EGRE

E

OF

BEND

STAT

IC T

HRUS

T

IN P

OUN

DS

MODE

RATE

LY D

RY C

LAY

4000 LBS/FT²

SOFT

CLA

Y2000 LBS/FT²

GRAV

EL/C

OAR

SE S

AND

1600LBS/FT²

8000 LBS/FT² DRY CLAY

- ALW

AYS

DRY

SAND

, COM

PACT

FIR

M

8000 LBS/FT²

SAND

-CLE

AN D

RY

4000 LBS/FT²

SOIL 1000 LBS/FT²

QUI

CKSA

ND -

VERY

POOR

ROCK

- PO

OR

10,000 LBS/FT²

PLUG

PLUG

PLUG

PLUG

REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED INA VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90°TO THE THRUST VECTOR.

USE 6" - 90° BEND VALUE FOR HYDRANTS FORADDITIONAL SAFETY FACTOR.

CITY OF RALEIGH


THRUST BLOCKINGDESIGN QUANTITY TABLE

DWG. NO.W-11

REVISIONSD.W.C.

DATE6-23-99

REVISIONS DATE

11 1/4°

22 1/2°

45°

90°

11 1/4°

22 1/2°

45°

90°

11 1/4°

22 1/2°

45°

90°

11 1/4°

22 1/2°

45°

90°

6"

24

"1

6"

8"

12

"

4,3

28

69

,25

2

7,6

94

17

,31

23

0,7

79

2 884 4

ABB 4-6-04

MEC

HANIC

AL

JOIN

TRET

AIN

ERG

LAND

D.H.L. 6-18-08

3/4

" THREA

DED

STE

EL R

OD

S

5' M

IN.

STR

AP

DO

WN

TOP

OF

GRO

UND

SIZ

E O

F BLO

CKI

NG

WIL

L VARY

WIT

HPI

PE S

IZE

NO

. O

F RO

DS R

EQUIR

ED

CO

NC

RET

E TH

RUST

BLO

CK

AT

ALL 45° BENDS SEE W-10 AND

W-1

1.

AD

D M

ECHANIC

AL

JOIN

TRET

AIN

ER G

LAND

STH

RO

UG

HO

UT

ASSEM

BLY

.

SIZ

E O

F 4

5

BEN

D

RO

D R

EQUIR

EMEN

TS

STA

TIC

THRUST

IN P

OUND

S

G

ENER

AL

NO

TES:

1.

STE

EL R

OD

S A

ND

BO

LTS S

HALL

BE

3/4

" HO

T D

IPPE

D G

ALV

ANIZ

ED.

2.

CO

NC

RET

E SHALL

NO

T C

ONTA

CT

BO

LTS O

R E

ND

S O

F M

ECHANIC

AL

JOIN

T BEN

DS.

3.

RES

TRAIN

ED M

ECHANIC

AL

GLA

ND

S T

O B

E USED

AT

ALL

FIT

TING

S.

4.

MUST

USE

DUC

TILE

IRO

N E

YE B

OLT

S W

HER

E NEC

ESSARY.

5.

3' M

INIM

UM

CO

VER

MUST

BE

MAIN

TAIN

ED O

N A

LL W

ATE

R M

AIN

S

CITY OF RALEIGH


STANDARD VERTICAL BEND

DWG. NO.W-12

REVISIONS DATE REVISIONS DATE

5' M

IN.

THRUST

CO

LLAR S

EEW

-10

THRU W

-11

.

STR

AP

DO

WN

J.P.S. 11-1-10

2'-6"

4'-6"

9-7-99

AR

RETAW

HGIEL

NOTES1. POTABLE WATER MARKER TO BE BLUE IN COLOR.2. POTABLE WATER MARKER TO BE LABELED "RALEIGH WATER".3. TO BE SPACED ALONG CENTERLINE OF MAIN EVERY 300 FEET.4. MARKERS TO BE ROUND AND 4" IN DIAMETER.

WATER MAIN

12" HOLEFILLED WITHCONCRETE

TOP OF GRADE

PLASTICMARKER

POTABLE WATERCENTERLINE OFMAIN & MARKER

CITY OF RALEIGH


STANDARD MAIN & VALVE MARKERS FORPOTABLE & REUSE WATER IN EASEMENTS

DWG. NO.W-13

REVISIONS DATE REVISIONS

RRHDHL

DATE

3-31-008-16-07D.W.C.

J.P.S. 11-1-10

NOTES:1. CONCRETE SHALL NOT CONTACTBOLTS OR ENDS OF MECHANICAL JOINTFITTINGS.2. SEE STANDARD REACTION BLOCKTABLES, W-10 AND W-11 FOR AREA OFCONCRETE REQUIRED.

SIDE VIEW

TAPPING SLEEVE

M.J. FITTING

VALVE

FLANGE

EXISTING

MAIN

3000 PSI SOLID CONCRETE SHALL BEUSED AS FOOTING FOR DUCTILE IRONPIPE.

GATE / TAPPING VALVE

TOP VIEW

DWG. NO.W-14

REVISIONSY.C.A.

DATE12-31-91

REVISIONS

D.W.C. RRH

DATE

9-7-993-31-00

4" - 24" STANDARD TAPPING SLEEVE ANDVALVE ASSEMBLY

J.P.S. 11-1-10

CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES

30"36"

24"

8"12"16"

6"4"

88

4

66

422

A.B.B.6-16-08D.H.L.

4-19-04

3/4" ALL-THREAD STEELROD (CUT TO LENGTH)

GATE VALVE

ROD REQUIREMENTSNO. OF RODS BRANCH SIZE

SEE W-10 AND W-11FOR REACTIONBLOCKING CONCRETEAREA.

TEE

NOTES:1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.2. SEE STANDARD THRUST BLOCK. TABLES W-10 AND W-11 FOR CONCRETE.3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.


VALVE RESTRAINT AT TEES AND CROSSESFOR LINES (4"-24")

DWG. NO.W-15

REVISIONSRRH

DATE3-31-00

REVISIONS DATE

1'-0" M.J. NIPPLE WITHGLANDS (MIN.)

VALVE MAY BE BOLTEDDIRECTLY TO TEE.

11-1-10J.P.S.

6' M.H.

5' M.H.

8' M.H.

24"

16"

VALVE SIZE "X"

30" ORGREATER

ECCENTRIC TOP WITH COVEROPENING OVER ACTUATOR

EXISTING GRADE

NUT TYPEACTUATOR


BUTTERFLY VALVE MANHOLE DETAIL FOR 16" & LARGERMAINS

DWG. NO.W-16

REVISIONS RRH

DATE3-31-00

REVISIONS

ABB D.H.L.

DATE

3-14-056-18-08

NOTES:

1. USE STANDARD PRECAST ECCENTRIC TOP.2. BASE SECTION SHALL BE OF "DOG HOUSE" TYPETO FIT OVER MAIN.3. PROVIDE A MIN. OF 12" OF #67 STONE FORPOSITIVE DRAINAGE IN BOTTOM OF MANHOLE.4. GROUT RISER/BASE SECTION AS NECESSARY.5. MANHOLE LID SHALL SAY "WATER".6. FLAT TOP MAY BE USED IN NON-PAVED AREASWHEN NECESSARY TO MATCH GRADE.

J.P.S. 10-20-10

7 5/8"-8 1/2"

10 1/4"-11"

6 7/8"-8"

5"

5 1/2"-5 5/8"

VALVE BOX COVER

2'

2'

912"

834"

758"

634"

A.B.B. 4-15-04

11"

NOTES:1) VALVE BOX NOT TO CONTACT WATER MAIN2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 ORGREATER.3) FOR ANY VALVES OVER 10' DEEP, A VALVE STEMEXTENSION MUST BE USED TO BRING TO A DEPTH OFNO MORE THAN 5', EXTENSION MUST BE A MINIMUMOF 1" SOLID STOCK.4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 LBS.

SEE STANDARD W-18FOR COVER DETAILS.

FINALCOURSE

CONCRETEPAD

8-16-07

CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES

VALVE BOX INSTALLATIONAND EXTENSION DETAIL

DATEREVISIONS

DHL

DATE9-7-99

3-31-00

REVISIONSD.W.C. RRH

DWG. NO.W-17

STANDARD VALVE BOXBOTTOM SECTION

STAB-IN C.I. OR D.I.PIPE GASKET TAMPED

BACKFILL

WATER

MAIN

VALVE

VALVEBOX

USE 5" SOIL PIPEFOR EXTENSIONS

PAVEMENT

DOMESTICCASTING

NOTE: 2'x 2'x 6" CONCRETE PAD REQUIRED ON ALLVALVES. NO PRECAST CONCRETE DOUGHNUTALLOWED.

APPROVED METHOD FOR EXTENSION OF VALVE BOX

STANDARD VALVEBOX TOP SECTION TOBE SLIDE SECTION

6"

TAMPEDBACKFILL

SECTION VIEW

PLAN VIEW

716"

118"

4"

2"

5716"

7 516"

58"

BOTTOM VIEW

NOTE 1 - "WATER" LETTERING MUST BE 1" RAISED (RECESSED FLUSH)NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST.NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS.NOTE 4 - COVER MUST BE CLASS 35 OR GREATER.NOTE 5 - COVER MUST MEET OR EXCEED AASHTO H-20 LOADREQUIREMENTS.

USA

CAST DATE


5 1/4" VALVE BOX DROP LIDWITH 4" SKIRT

DWG. NO.W-18


RELEASE VALVESTANDARD WATER AIR

8

5'-0

" MIN

.

12

7

9

56 10

4

2

11

31

1 2 3 4 5 6 7 8 9 10

11

12

16"

MIN

IMUM

CLE

ARANCE

ABBJ.P.S.

EXIS

TING

OR P

RO

POSED

GRAD

E

WATE

R

MAIN

DWG. NO.W-19

REVISIONS DATE10-4-0411-1-10

REVISIONS

RRH

DATE12-31-916-7-00

PREC

AST

MANHO

LE,

SEE

STA

ND

ARD

DET

AIL

S-2

0TR

ASH H

OO

D

2" A

IR R

ELEA

SE

VALV

E2

" CURB S

TOP

BALL

VALV

EAD

APT

ER2" M

ECHANIC

AL

JOIN

T BRASS P

IPE

AND

FIT

TING

S2" T

YPE

"K",

SO

FT C

OPP

ER W

ITH F

LARED

ELB

OW

CO

RPO

RATI

ON C

OC

K6

" DIA

MET

ER D

RAIN

GRO

UT,

1/8

" TO

1'-0

" MIN

. SLO

PE T

O D

RAIN

PIPE

CAP

2"-G

ATE

VALV

E

SEE

STA

ND

ARD

DET

AIL

W-3

TO

INSURE

PRO

PER B

AC

KFIL

L.

BIL

L O

F M

ATE

RIA

LS N

OTE

:1

. AIR

VALV

E TO

BE

P-2

0 W

ITH

VACUUM

CHEC

K BY

CRIS

PIN O

R V

AL

MATI

C V

M 4

5.

2.

THE

AIR

REL

EASE

MANHO

LE S

HALL

BE

INSTA

LLED

IN T

HE

SHO

ULD

ER O

R A

S D

IREC

TED

BY

THE

ENG

INEE

R.

3.

FOR M

AIN

S L

OC

ATE

D O

UTS

IDE

OF

STR

EET

RIG

HT-

OF-

WAYS

THE

MAXI

MUM

DIS

TANC

E BET

WEE

N T

HE

MANHO

LE A

ND

THE

VALV

E BO

X SHO

ULD

BE

THREE

(3

) FE

ET.

4.

MAIN

SHALL

BE

DEE

P EN

OUG

H T

OAC

CO

MO

DATE

INSTA

LLATI

ON A

S S

HO

WN

4' D

IAM

ETER

MANHO

LEM

INIM

UM

SLO

PE +

1%

12

" CO

MPA

CTE

D N

O.

67

STO

NE

3' M

IN.

(SEE

NO

TE 3

)

CITY OF RALEIGH


25 15/16"33 1/4"

22"

25 1/16"23 11/16"

A.B.B. 4-8-04

23 1/2" 21"

1"

2 3/4"

NOTES:

1) ALL MANHOLE FRAMES SHALL BE BE DOMESTICALLY CAST2) FRAME SHALL BE A MINIMUM WEIGHT OF 182 LBS.3) COVER SHALL WEIGH A MIN. OF 120 LBS.4) MANHOLES WITHIN PAVED SURFACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH S-29.

D.H.L. 6-18-08

MANHOLE FRAME AND COVERCOVER 120 LBS. MINIMUM

LAGSHIELDS MAY ONLYBE USED IN ROADWAY

APPLICATIONS.5/8"X3" LAGSHIELD IN HOLEDRILLED INTO CONE OR RINGWITH ANCHOR SUNK TO DEPTHRECOMMENDED BYMANUFACTURER, AND 3/8"X3"HOT DIPPED GALVANIZED LAGBOLT AND WASHER.

DWG. NO.W-20



STANDARD MANHOLE COVER

1" HOLE

DWG. NO.

W-21

MJ

FITT

ING

A.B.B. 4-12-04

MIN

. 5'

MAX.

10'

MEC

HANIC

AL

RES

TRAIN

ING

GLA

ND

NO

TES:

1) NO

RO

D C

OUPL

ING

S A

LLO

WED

6"-8"

PAD

BEN

EATH

FRAM

E, 4

" THIC

K

MIN

. 5'

MAX.

10'

DHL 8-16-07

BLI

ND

FLA

NG

E W

ITH

2" T

HREA

DED

PLU

G

GRO

UND

LIN

E O

RPA

VEM

ENT

30

00

P.S

.I.C

ONC

RET

E

RO

DD

ING

LP ORPHASE LINE

DET

AIL

W-2

0 T

O B

EUSED

SEE

STA

ND

ARD

MANHO

LE C

OVER

X FL

ANG

E PI

PE:

PLAIN

END

#67

STO

NE

30

00

PSI C

ONC

RET

EW

ITH 4

" THIC

KNES

S

VALV

E BLO

WO

FF

GALV

ANIZ

ED S

TEEL

RO

DS A

ND

BO

LTS S

HALL

BE

3/4

" HO

T D

IPPE

D

BLO

CK

INFO

RM

ATI

ON S

EED

ETAIL

S W

-7,

W-8

& W

-9 F

OR T

HRUST

MAIN

SIZ

E1

6" &

GREA

TER

6" -

12

"

END

PIP

E SIZ

E6" M

IN.

APP

RO

VED

BY

PUBLI

CUTI

LITI

ES D

EPT.


TEMPORARY WATER MAINBLOW OFF ASSEMBLY

REVISIONSD.W.C.RRH

DATE12-28-993-31-00

REVISIONS DATE

1 4" W

EEPH

OLE

6"- 8

"

CO

NCRET

E PA

D A

RO

UND

VALV

E AT

FINIS

HED

GRAD

E

2-F

LANG

E X

FLANG

EEL

BO

WS B

OLT

TO

GET

HER

CO

NCRET

EBLO

CKI

NG

FLANG

E X

FLANG

EEL

BO

W

FLANG

E X

FLANG

EVER

TICAL

6"X

8'X8' C

ONCRET

EPA

D D

IREC

TED

TO

NATU

RAL

DRAIN

AG

EAREA

(SEE

NO

TE #

3)

#67 W

ASH S

TONE

(SEE

NO

TE #

1)

4" D

IA. W

ATE

RM

AIN

MARKE

R

TOP

OF

CO

NCRET

E

MAX.

10

.0'

BLI

ND

FLA

NG

EW

ITH T

WO

BO

LTS

A.B.B. 4-13-04

MIN

. 2 X

DIA

MET

ER

DHL 8-16-07

MAIN

SIZ

E E

ND

PIP

E SIZ

E6" -

12"

6" M

IN.

16"+

A

PPRO

VED

BY

CO

RPU

D


PERMANENT WATER MAINBLOW OFF ASSEMBLY

DATEREVISIONSDATE12-28-99

REVISIONSD.W.C.

DWG. NO.W-22

SEE

DET

AIL

S W

-8 &

W-9

FO

R T

HRUST

BLO

CK

INFO

RM

ATI

ON

BLO

W O

FF V

ALV

E

6" M

IN.

NO

TES:

1. D

RIL

L 1/4

" WEE

P HO

LE F

OR S

TACK

DRAIN

AG

E IN

TO S

TONE.

2. D

OUBLE

3/4

" BRID

LE R

OD

S O

N B

OTH

SID

ES.

3. A R

IP-R

AP

SW

ALE

FRO

M F

RO

M C

ONCRET

E SPL

ASH P

AD

TO

POSIT

IVE

DRAIN

AG

E AREA

IS R

EQUIR

ED.

4. BO

TTO

M 9

0 EL

BO

W S

HALL

HAVE

BLI

ND

FLA

NG

E ATT

ACHED

WIT

H T

WO

BO

LTS.

5. IN

STA

LL W

ATE

R M

AIN

MARKE

R A

T R/W

OR P

/L T

O L

OCATE

MAIN

.6. 3/4

" RO

DS A

ND

BO

LTS T

O B

E HO

T D

IPPE

D G

ALV

ANIZ

ED.

7. EN

D P

IPE

SIZ

E 6" M

IN. O

R A

S A

PPRO

VED

BY

PUBLI

CUTL

ITIE

S.

FLO

W

1 4" W

EEPH

OLE

18"

3"

24"

R O W

P L

A.B.B. 4-7-04D.H.L. 6/18/08

BAC

KFLO

W P

REV

ENTI

ON

SHALL

BE

DET

ERM

INED

BY

OC

CUPA

NC

Y &

APP

RO

VED

BAC

KFLO

WLI

ST.


ONE OR TWO FAMILY DWELLINGS BACKFLOWPREVENTION/ METER ASSEMBLY INSTALLATION

DATEREVISIONSDATE12-31-91

REVISIONSY.C.A.

DWG. NO.W-24

TOP

OF

VALV

E NEE

DS

TO B

E 1

2" B

ENEA

TH T

OP

OF

MET

ER B

OX

LID

.

STA

ND

ARD

MET

ER B

OX

THE

BAC

KFLO

W P

REV

ENTE

R L

OC

ATI

ON IS

DEP

END

ENT

ON T

HE

TYPE

DEV

ICE

PRO

POSED

FO

R U

SE

AS F

OLL

OW

S:

ONE

OR T

WO

FAM

ILY

RES

IDEN

TIAL

DEV

ICE

LO

CATI

ON

"A"

FORD

ANG

LE C

HEC

KO

R O

THER

APP

RO

VED

DUAL

CHEC

K VALV

ES

"A"

DEV

ICE

LOC

ATI

ON

CO

MM

ERC

IAL

SET

BO

X O

NC

ONC

RET

E BLO

CKS

STA

ND

ARD

3/4

" OR

1'S

ERVIC

E SIZ

E

#67

STO

NE

J.P.S. 11/4/10

THREA

DED

BRASS

PLUG

NOTES:1. COVER WEIGHT: 13 LBS +/- 5%2. LIDS TO BE COATED WITHBITUMINOUS COAL TAR COATING3. BOXES AND LIDS MUST BEMANUFACTURED FROM SAMEDOMESTIC FOUNDRY.

SECTION C-C

1.8" O PRE-DRILLED HOLE

SECTION A-A


WATER METER BOX DETAIL

DWG. NO.W-25

REVISIONS

R.K.V.

DATE REVISIONSABBJ.P.S

DATE1-20-0511-4-10

SECTION B-B

CITY OF RALEIGH


DATE REVISIONS DATEREVISIONSDWG. NO.

W-26 METERED SERV. 4-1-82 D.W.C.Y.C.A.

11-18-9912-31-91

MAIN

WATER

BRASS NIPPLE3/4" OR 1" x 3"(TYPICAL)

BRASS PLUG

BRASS NIPPLE"F"x 12"

CORPORATION COCK

2"

3/4"1"

1 1/2"

1"3/4"9-165-84

2 N/A24

5-8

NOTE:TAPS MADE ON EXISTING PVC SHALLBE MADE USING A TAPPING SADDLE.TAPS MADE ON DUCTILE IRON CAN BEEITHER DIRECT OR WITH A TAPPINGSADDLE.

SEE DETAIL FOR STANDARDWATER SERVICE INSTALLATIONW-23

BRASS TEE(MALLEABLE) 3/4"OR 1" x "F"x "F"(TYPICAL)

BRASS NIPPLE(MALLEABLE) "F"x 6"

(TYPICAL)SERVICE LINE TYPE K

SOFT COPPER

BRASS NIPPLE"F"x 6"(TYPICAL)

CURB STOPSIZE "F" INSTALLEDIN A VALVE BOX

SIZE "F"(I.D.)(SERVICE TAP SIZE

FROM MAIN)

NUMBER OF METEREDSEVICES ALLOWED

STANDARD GANG METER ASSEMBLY

J.P.S. 11-4-10

CITY OF RALEIGH



W-27

EVEN NUMBERED ADDRESS

WATER MAIN

A EDCB

3600 3604

A B C D E

10

1

10

41

03

10

2

10

5

ODD NUMBERED ADDRESS

101 103102 105104

3601 3605

STREET OR PARKING LOT EDGE


RRH 3-31-00

A BY

IRRIGATIONMETER

10

1

10

2 Y

IRRIGATIONMETER

A B

101 102

ABB 6-17-04

GANG METER ADDRESSINGSINGLE STORY BUILDING

NOTES:1. EVEN NUMBERED UNITS' METERS SHALLBE SET TO BE READ RIGHT TO LEFT (WHENFACING BUILDING)2. ODD NUMBERED UNITS' METERS SHALLBE SET TO BE READ LEFT TO RIGHT (WHENFACING BUILDING)3. IF IRRIGATION METER IS INCLUDED, ITSHALL BE THE LAST METER IN NUMBERINGSEQUENCE.4. UNIT 'Y' (FOR YARD METER) SHALL BEUSED TO INDICATE IRRIGATION METER.

CITY OF RALEIGH



W-28RRH

NOTES:

WATER MAIN

3-31-00

ODD NUMBERED ADDRESS

3601 3605

DCBA

D

A B

C


4. UNIT 'Y' (FOR YARD METER) SHALL BE USED TO INDICATE IRRIGATION METER.

ABB 6-17-04

10

1

10

2

10

3

20

1

20

2

20

3

30

1

30

2

30

3

101 102 103

201 202 203

301 302 303

Y

10

11

02

10

31

04

A B C D E F G H I

3600 3604EVEN NUMBERED ADDRESS

A B C

D E F

G H I

IRRIGATION METER

IRRIGATION METER

101 102

104103

1. EVEN NUMBERED UNITS' METERS SHALLBE SET TO BE READ RIGHT TO LEFT (WHENFACING BUILDING)

2. ODD NUMBERED UNITS' METERS SHALLBE SET TO BE READ LEFT TO RIGHT (WHENFACING BUILDING)

3. IF IRRIGATION METER IS INCLUDED,IT SHALL BE THE LAST METER INNUMBERING SEQUENCE.

GANG METER ADDRESSINGMULTI-STORY BUILDING

CITY OF RALEIGH



W-29 D.W.C.8-30-0411-18-99

D.I.

PIP

E

GATE

VALV

E

GATE

VALV

EG

ATE

VALV

E

D.I.

TEE

FL.x

FL.

x FL

.x T

EE

NIPPLE

NIPPLE

D.I.

TEE

WATER MAIN

5.0

'

"A"

P L

C L

C L

BRO

NZE

STR

AIN

ER

PLAN V

IEW

3/4

" STE

EL R

OD

S (TY

P.) TO

BE

HO

T D

IPPE

D G

ALV

ANIZ

ED

A.B.B.

MET

ER O

PENIN

G

6" M

ETER

35"

4" M

ETER

28"

8" M

ETER

39"

"A"

D.H.L. 6/18/08

APP

RO

PRIA

TEBACKF

LOW

PREV

ENTI

ON

DEV

ICE

90° BENDS TO

HAVE

BLO

CKI

NG

NO

FLA

NG

E O

N H

OUSE

SID

E, M

IN. 9" O

F PI

PEIN

SID

E M

ETER

BO

X

1) D

OM

ESTI

C M

ETER

S O

NLY

2) ALL

FIT

TING

S A

RE

TO B

E M

ECHANIC

AL

JOIN

T3) BRO

NZE

STR

AIN

ERS S

HALL

HAVE

NO

N-T

HREA

DED

BO

LT H

OLE

S.

MET

ER A

ND

TEE

TO

BE

INSTA

LLED

BY

CIT

Y

SHALL

BE

SAM

E SIZ

EAS S

UPP

LY L

INE

BYP

ASS T

O B

ERO

DD

ED T

EE T

OTE

E FR

OM

SUPP

LYLI

NE

FLANG

ED C

OUPL

ING

AD

APT

ER IF

NEE

DED

ALL

BEL

L D

.I.90° BEND

TYPICAL 4"- 8" DOMESTIC WATER METERBYPASS INSTALLATION

J.P.S. 11-4-10

NO

TES:

CITY OF RALEIGH



W-30 Y.C.A.D.W.C.8-31-04

12-31-9111-18-99

D.I.

PIP

E

D.I.

TEE

NIPPLE

NIPPLE

D.I.

TEE

WATER MAIN

5.0

'

"A"

P L

C L

C L

PLAN V

IEW

3/4

" STE

EL R

OD

S (TY

P.) TO

BE

HO

T D

IPPE

D G

ALV

ANIZ

ED

MET

ER O

PENIN

G

6" M

ETER

46"

8" M

ETER

54"

10" M

ETER

69""A

"

A.B.B.

NO

TES:

1) ALL

FIT

TING

S A

RE

TO B

E M

ECHANIC

AL

JOIN

T2) SER

VIC

E LI

NE

FOR 1

0" M

ETER

SHALL

BE

12"

BYP

ASS S

HALL

BE

SAM

E SIZ

EAS S

UPP

LY L

INE.

TEE

TO T

EEBYP

ASS T

O B

ERO

DD

ED F

RO

M

TYPICAL 6"- 10" FIRE SERVICEAND DOMESTIC METER W/ BYPASS

GATE

VALV

E

GATE

VALV

E

D.I.

TEE

D.I.

TEE

3/4

" STE

EL R

OD

S (TY

P.) TO

BE

HO

T D

IPPE

D G

ALV

ANIZ

ED

APP

RO

PRIA

TEBACKF

LOW

PREV

ENTI

ON

DEV

ICE

90° BENDS TO

HAVE

BLO

CKI

NG

NO

FLA

NG

E O

N H

OUSE

SID

E, M

IN. 9" O

F PI

PEIN

SID

E M

ETER

BO

X

ALL

BEL

L D

.I.90° BEND

FLANG

E O

NSTR

EET

SID

E

GATE

VALV

E

J.P.S. 11-4-10

CITY OF RALEIGH



W-31 A.B.B. 8-17-04

6" OF #67 STONE

6"

TYP SHAPEDOGHOUSE

LIFTING HOLESTYP 4X

26"

FLOW

F.I.P.THREADSINLET ANDOUTLET

BRASS CURB STOP

24"

12" - TOP OF VALVETO FINISH GRADE

"A"

112" METER2" METER

13 14"17 14"

NOTES

1. METER AS MANUFACTURED BY SENSUS ORNEPTUNE.2. BACKFILL TAMPED IN 6" LIFTS.3. REINFORCEMENT: #4 @ 6" OCEW4. CONCRETE: 4,000 PSI @ 28 DAYS5. ALL RPZ BACKFLOW PREVENTION DEVICESMUST BE INSTALLED PRIOR TO METER BEINGSET.6) ALL COPPER SETTERS ARE TO HAVE A BALLTYPE SHUT OFF VALVE ON BOTH SIDES OFCOPPER SETTER WITH HIGH RISE BYPASS THATIS MANUFACTURED BY FORD, MUELLER, OR AYMcDONALD. (NO EXCEPTIONS)

10" W X 12" HDOGHOUSE

26"

36"

8"

6"

6"

10"

F.G.

D.H.L 6-18-08

TRAFFIC RATEDALUMINUM ACCESSDOOR W/SLAM LOCKCAST IN TOP

6" 6"

6"

**6"

** TRAFFIC RATEDVAULT WALL THICKNESS

TYPICAL 1 1/2"- 2" WATER METERBOX INSTALLATION

J.P.S. 11-4-10

CITY OF RALEIGH



WEIGHT: 2,900 lbs.

12"W x 18"HDOGHOUSE

2'-6"

4'-0"

35"

25"ALUMINUM LID

LIFTING HOLESTYP 4X

3'-0"12"

A.B.B. 8-26-04W-32

NOTES:1) REINFORCEMENT: #4 @ 6" OCEW2) CONCRETE: 4,000 PSI @ 28 DAYS3) 6" OF #67 STONE SHALL BE PLACED INBOTTOM OF VAULT4) METER FLANGE SHALL BE PLACED 42 "BELOW FINISHED GRADE

D.H.L. 6-18-08

6" MIN.TYP.

6" MIN.

TYP SHAPEDOGHOUSE

TRAFFIC RATED ACCESSDOOR W/ SLAM LOCKCAST IN TOP

TYPICAL 4" WATERMETER VAULT

CITY OF RALEIGH


DATE REVISIONS DATEREVISIONSDWG. NO.A.B.B. 8-26-04W-33

NOTES:1) REINFORCEMENT: #4 @ 6" OCEW2) CONCRETE: 4,000 PSI @ 28 DAYS3) 6" OF #67 STONE SHALL BE PLACED IN BOTTOM OF VAULT4) METER FLANGE SHALL BE PLACED 49 " BELOW FINISHED GRADE

72"

8'-6"

14"W x 18"HDOGHOUSE

6"

14" ALUMINUM LID

48"

36"

6"

7'-0"

4'-6"

6"

6"

48" 14"

20"

20"

6"

D.H.L. 6-18-08

TYPICAL 6" THRU 10" WATERMETER VAULT

1-1/4"Ø BUTYL RUBBERSEALANT IN JOINT

LIFTERS

LIFTERS

WEIGHT: TOP:10,600 LBSBOTTOM:8,700 LBS

TRAFFIC RATEDACCESS DOORWITH SLAMLOCKCAST IN TOP

CITY OF RALEIGH



IRRIGATION LINE

W-34

MAIN

DOMESTIC LINE

FIRE LINE

LP

D.W.C. 11-18-99

ROW

RRH 3-31-00A.B.B. 7-10-04D.H.L. 6/18/08

FIRE, DOMESTIC & IRRIGATIONOPTIONS SCHEMATIC

REDUCED PRESUREASSEMBLY (ABOVEGROUND ONLY)

FDC IFAPPLICABLE

APPROPRIATE FIRE LINEBACKFLOW PRE. ASSEM.(ABOVE GROUND ONLY)

APPROPRIATE BACKFLOWPREVENTION ASSEMBLY(ABOVE GROUND ONLY)

METERASSEMBLY

METERASSEMBLY

SID

EWALK

CURB &

GUTT

ER

WATE

R M

AIN

1. SERVICE TAPS FOR 2" AND SMALLER DOMESTIC SERVICES MAY BE BY CORPORATIONCOCKS. LARGER SERVICES WILL REQUIRE A TEE AND GATE VALVE OR TAPPING SLEEVE ANDVALVE ASSEMBLY AND 90° BEND.2. DOMESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON 6" OR LARGER FIRE LINES BEFORETHE BACKFLOW ASSEMBLY.3. ONE DOMESTIC TAP PER FIRE LINE ON STREET SIDE OF BACKFLOW. 4. FIRE LINE SHALLHAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY AT ITS END TO FACILITATE FLUSHING WHENNEEDED.5. IRRIGATION METER SHALL BE LOCATED ON THE SIDE OF DOMESTIC METER WITHINCREASING ADDRESSES.6. THE BACKFLOW SHALL BE INSTALLED NO MORE THAN10' FROM THE METER IN A VISIBLELOCATION.7. DOMESTIC'/IRRIGATION BACKFLOW RISER/STANDPIPE SHALL BE OF COPPER OR BRASS.8. THE RP RELIEF VALVE SHALL BE A MINIMUM OF 12" ABOVE ANY MATERIAL (MULCHINCLUDED) OR GRADE.9. A SERVICE VALVE IS REQUIRED AFTER THE METER BUT BEFORE THE BACKFLOWASSEMBLY FOR MAINTENANCE AND REPLACEMENT PURPOSES.10. THE INSTALLATION MUST ALSO MEET ALL CODE REQUIREMENTS PER THE NC PLUMBINGCODE.

CITY OF RALEIGH



W-35

NEW CURB STOP INCURB STOP BOX

RIG

HT

OF

WAY

SID

EWALK

RRH 3-31-00ABB 7-10-04

D.H.L. 6-18-08

APPROVED RPBACKFLOWASSEMBLY.

METER

TEE/IRRIGATIONSPLIT

IRRIGATION TAP ON NEW AND EXISTINGSERVICES

METER

DOMESTIC BACKFLOWAND SERVICE VALVEWHEN REQUIRED

NOTES:1. IRRIGATION METER SHALL BE LOCATED ON THE SIDE OF DOMESTIC METER WITHINCREASING ADDRESSES.2. THE BACKFLOW SHALL BE INSTALLED NO MORE THAN10' FROM THE METER IN AVISIBLE LOCATION.3. BACKFLOW RISER/STANDPIPE SHALL BE OF COPPER OR BRASS.3. THE RP RELIEF VALVE SHALL BE A MINIMUM OF 12" ABOVE ANY MATERIAL (MULCHINCLUDED) OR GRADE.4. A SERVICE VALVE IS REQUIRED AFTER THE METER BUT BEFORE THE BACKFLOWASSEMBLY FOR MAINTENANCE AND REPLACEMENT PURPOSES.5. THE INSTALLATION MUST ALSO MEET ALL CODE REQUIREMENTS PER THE NC PLUMBINGCODE.

NEW OR EXISTINGCURB STOP

J.P.S. 10/25/10

WATE

R M

AIN

CURB &

GUTT

ER

DOMESTICLINE

IRRIGATIONLINE

CITY OF RALEIGH



W-35T

EXISTING CURB STOP

RIG

HT

OF

WAY

SID

EWALK

METER

(1) TEE/ SPLIT

Irrigation Meter Termination

METER

NOTES:1.Remove tee fitting, repair stub with curb stop & valve box if not existing.2. Work to be performed by licensed utility contractor, Stub permit inspection required.3. For repair of existing service, one brass compression coupling and type K copper asneeded to be used for repair.4. Remove meter box and piping. ( Prior to termination the meter division / utility billing mustbe contacted for meter removal & account closure).

NEW OR EXISTINGCURB STOP

R.K.V. 6/24/13

WATE

R M

AIN

CURB &

GUTT

ER

EXISTINGIRRIGATION STUB

STUB

6-92Y.C.A.W-37

WATE

R M

AIN

WATE

R V

ALV

E

RO

DD

ING

(TY

P)

DCD

A (W

-35)

R/W

O.S

.& Y

. RIS

ING

STE

MO

R IN

DIC

ATI

NG

BUTT

ERFL

Y VALV

E

5.0

'

B

NO

TE: FI

RE

MAIN

S M

Y BE

TERM

INATE

DAT:

9.5

' MIN

.

o

MIN

.

A

OR

BUIL

DIN

G

A B

FLANG

E

90 BEN

D

CITY OF RALEIGH


REVISIONS REVISIONSDATE DATEDWG. NO.

D.W.C. 11-3-99ABB 10-4-04

D.H.L. 6/18/08

WATER MAINW

ATE

R V

ALV

E

CURB & GUTTER

R/W

WAFE

R V

ALV

E W

ITH B

ALL

DRIP

TOP

VIE

W D

CD

A W

ITH F

IRE

HYD

.

FDC W

ITH N

ATI

ONAL

STA

ND

ARD

THREA

DS (SUBJE

CT

TO F

IRE

DEP

ARTM

ENT

APP

RO

VAL)

MAIN

LINE

GATE

VALV

E(S

UBJE

CT

TO IN

SPE

CTI

ONS

DEP

T. A

PPRO

VAL)

THRUST

BLO

CKI

NG

REF

ER T

O W

-8

5.0

' OUTS

IDE

THE

BUIL

DIN

GW

ITH A

MAIN

LINE

GATE

VALV

E.

1.0

' ABO

VE

THE

FLO

OR

INSID

E TH

E BUIL

DIN

G.

THRUST

BLO

CKI

NG

REF

ER T

O W

-8

TYPICAL FIRE MAIN DOUBLE DETECTORCHECK VALVE ASSEMBLY

SID

E VIE

W D

CD

A W

ITH

VARIA

BLE

END

ING

S

NO

TE: FI

RE

MAIN

S A

RE

TO B

EPR

ESSURE

TESTE

D A

T 200 P

SI

DIP DIP

DIP

DIP

FDC O

UTS

IDE

ENCLO

SURE

DRAIN

TO

DAYL

IGHT

MIN

. AREA

OF

2X

PIPE

SIZ

E O

R 4

"D

IAM

ETER

IF T

HE

TAP

IS T

O A

PUBLI

C M

AIN

, A

SER

VIC

E VALV

E M

UST

BE

PLACED

BEH

IND

THE

RIG

HT

OF

WAY

PRIO

R T

OTH

E BFP

. 2

PO

SSIB

LE L

OCATI

ONS

ARE

SHO

WN.

VALV

E BO

X (T

YP)

REF

ER T

O W

-19

FLANG

E (1

.0'

ABO

VE

FLO

OR

LEVEL

)

RO

DD

ING

TYP.

12" M

INALL

SID

ES

18" M

INALL

SID

ES

12" M

INALL

SID

ES

60" m

ax

CITY OF RALEIGH



1. SHUT-OFF VALVES, CHECK VALVES, AND TEST COCKS SHALL BE STANDARD

5. 2 1/2" AND LARGER ASSEMBLIES SHALL BE FUSION BONDED EPOXY COATED

3. ENCLOSURE FOUNDATIONS SHALL BE CONSTRUCTED OF 4" OF CONCRETE OR 6"

4. ASSEMBLIES MUST BE ON CURRENT APPROVAL LIST.

TO THE APPROVED BACKFLOW ASSEMBLY.

INCLUDING SHUTOFF VALVES.

2. ALL LARGE(2-1/2" - 10") ASSEMBLIES TO BE SUPPORTED BY A CRADLE.

D.W.C.W-38

12-29-99

#3 TEST COCK #4 TEST COCK

#2 TEST COCK#1 TEST COCK

RRH 3-31-00

OF STONE.

A.B.B. 4-13-04D.H.L. 6/18/08

STANDARD DOUBLE CHECKVALVE ASSEMBLY

CITY OF RALEIGH



CARRIER PIPE

3/8" STEEL PLATE, TYP

3/8"x4" STEELPLATE, TYP

5/8" A325 BOLT

CASING PIPE

1" RAD ON ALL CORNERS

3/16 4

W-40

PIPE ALIGNMENT GUIDE

RRH 3-31-00

NOTE:

A.B.B. 4-16-04

1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONEFOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE BELLAND SPIGOT ENDS.

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