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
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Transcript
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-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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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.
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES
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
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES
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
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES
5 1/4" VALVE BOX DROP LIDWITH 4" SKIRT
DWG. NO.W-18
REVISIONS DATE REVISIONS DATE
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
DEPARTMENT OF PUBLIC UTILITIES
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
REVISIONS DATE REVISIONS DATE
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES
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.
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES
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
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES
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.
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES
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
CITY OF RALEIGHDEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
W-28RRH
NOTES:
WATER MAIN
3-31-00
ODD NUMBERED ADDRESS
3601 3605
DCBA
D
A B
C
STREET OR PARKING LOT EDGE
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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)
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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
DEPARTMENT OF PUBLIC UTILITIES
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
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.