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3/4" MINUS
CRUSHED ROCK
36" M
IN
.
6" D.I. PIPE
UNDISTURBED
EARTH
5" STORZ QUICK CONNECT
ADAPTER ON 4.5" PUMPER PORT
"VANCOUVER" STYLE
VALVE BOX
(SEE DETAIL 511)
CURB AND
GUTTER
UNDISTURBED
EARTH
HYDRANT TEE 6"
SIDE OUTLET
FLANGED (SHOWN)
OR TAPPING SLEEVE
6" THICK
CONC. PAD
18" MIN.
24" MAX.
0" MIN.
2" MAX.
DE
PT
H V
AR
IE
S 6' M
AX
.
6"
MIN
.
MIN. 4 CF CLEAN
1 1/2"-3/4" ROUND
DRAIN ROCK
POLYETHYLENE
ENCASEMENT
6" GATE VALVE (SHOWN)
OR TAPPING VALVE
GEOTEXTILE
FABRIC
2-1/2" HOSE
NOZZLES
CONC. "PIER-BLOCK"
6" MIN. THICKNESS AND
1.75 SQ. FT. MIN. BEARING AREA
"MEGALUG" JOINT
RESTRAINT OR EQUAL
NOTE:
1 WHERE CURB TIGHT SIDEWALK (NO PLANTER STRIP) AND CURB EXIST. HYDRANT PUMPER PORT
SHALL BE PLACED AT BACK OF SIDEWALK, OR AS DIRECTED BY ENGINEER .
2 FOR MORE DETAIL SEE SPECIFICATIONS IN THE CITY OF GRESHAM PWS SECTION 502.
FILE
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PM, B
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ntho
ny D
ollo
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h, A
NSI
FU
LL B
LEED
A (8
.50
X 11
.00
INCH
ES)
PWS VERSION:
FIRE HYDRANT ASSEMBLY
JAN 2019
501A
RWL
JAN 2020
= FIRE HYDRANT = BLUE PAVEMENT MARKER
FIGURE 1
TWO LANE STREETS
FIGURE 2
MULTI-LANE STREETS
6"6"
FIGURE 3
AN INTERSECTION
FIGURE 4
FOUR LANE STREETS WITH
TURN LANE AT INTERSECTION
6"
6"
6"
T
U
R
N
T
U
R
N
FIGURE 5
MULTI-LANE STREETS
WITH TURN LANE
FIGURE 6
FREEWAYS AND
EXPRESSWAYS
T
U
R
N
L
A
N
E
6"
6"
1'
SHOULDER
EDGELINE
MEDIAN
R/W FENCE
NOTES:
1. PAVEMENT MARKER TO BE 3M 209-B TWO WAY BLUE RAISED PAVEMENT MARKER OR APPROVED EQUAL
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PM, B
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LEED
A (8
.50
X 11
.00
INCH
ES)
PWS VERSION:
TYPICAL HYDRANT MARKER LOCATION
JAN 2019
501B
JIA
JAN 2020
NOTES:
1. THE CLEAR ZONE PROHIBITS THE FOLLOWING:
- VEHICLE PARKING
- FENCES
- TREES
- LARGE BUSHES
- RETAINING WALLS
- ANYTHING ELSE THAT MAY INTERFERE WITH OPERATION OF THE FIRE HYDRANT.
2. THE CLEAR ZONE ALLOWS THE FOLLOWING:
- LAWN GRASS
- MULCH
- BARK DUST
- GROUND COVER
- LOW PLANTINGS BELOW 6"
3. PROPERTY OWNERS SHOULD BE AWARE THE GROUND COVER COULD BE DAMAGED WHEN
HYDRANT IS USED OR MAINTAINED.
VERTICAL CLEARANCE TO
10' HIGH
3'
LIMITS OF REQUIRED CLEAR ZONE
CURB FACE OR
EDGE OF STREET
FIRE HYDRANT
10'10'
5'5'
6' X 6' X 6" CONCRETE PAD
FILE
NAM
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PM, B
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LEED
A (8
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X 11
.00
INCH
ES)
PWS VERSION:
FIRE HYDRANT CLEAR ZONE
JAN 2019
501C
RWL
JAN 2020
2
CL 52 D
.I. M
AIN
CU
RB
&
G
UT
TE
RA
.C
.
1
CA
TH
OD
IC
ALLY
P
RO
TE
CT
ED
SY
ST
EM
3
CLA
Y P
LU
GS
SM
OO
TH
RA
DIU
S
4
2" P
VC
S
CH
. 40 D
UC
T
MA
TE
RIA
LS
1.
BR
OO
KS
#37 M
ET
ER
B
OX
A
ND
F
ULL #37 C
OV
ER
(S
EE
S
TA
ND
AR
D D
ET
AIL 515A
) . N
O P
IP
E H
OLE
S.
2.
1" C
OR
P. S
TO
P, M
UE
LLE
R B
-25008N
, O
R A
PP
RO
VE
D E
QU
AL.
3.
1" S
OF
T T
EM
PE
R, T
YP
E "K
" C
OP
PE
R T
UB
IN
G C
OM
PLY
IN
G W
IT
H A
ST
M B
88. (P
EX
a P
IP
E M
AY
B
E U
SE
D P
ER
C
HA
PT
ER
500 O
F T
HE
PU
BLIC
W
OR
KS
S
TA
ND
AR
DS
A
ND
M
US
T IN
CLU
DE
T
RA
CE
R W
IR
E P
ER
P
WS
501.02.07 A
ND
501.03.06)
4.
1", 300 B
ALL A
NG
LE
M
ET
ER
V
ALV
E, M
UE
LLE
R, B
-24258N
C
OM
PR
ES
SIO
N x S
WIV
EL. Q
UA
RT
ER
T
UR
N W
IT
H LO
CK
A
ND
W
IN
G
ST
OP
. N
O R
ED
UC
ED
P
OR
T. C
OU
NT
ER
CLO
CK
WIS
E O
PE
NIN
G O
NLY
. O
R A
PP
RO
VE
D E
QU
AL.
NO
TE
S:
1.
SU
BS
TIT
UT
ES
F
OR
A
NY
M
AT
ER
IA
LS
S
HO
WN
M
AY
B
E A
PP
RO
VE
D B
Y T
HE
C
IT
Y E
NG
IN
EE
R.
2.
ALL P
IP
E A
ND
S
TR
UC
TU
RE
Z
ON
ES
S
HA
LL B
E B
AC
KF
ILLE
D U
SIN
G 3/4" M
IN
US
C
RU
SH
ED
A
GG
. A
ND
C
OM
PA
CT
ED
T
O 95%
DE
NS
IT
Y A
S D
ET
ER
MIN
ED
B
Y A
ST
M D
1557.
3.
WH
EN
A
N A
CT
IV
E C
AT
HO
DIC
P
RO
TE
CT
ED
S
YS
TE
M IS
E
NC
OU
NT
ER
ED
W
IT
H C
OP
PE
R S
ER
VIC
ES
, P
VC
T
AP
E W
RA
P C
OP
PE
R A
ND
SC
H. 40 P
VC
S
HA
LL B
E IN
ST
ALLE
D W
IT
H N
ON
-S
HR
IN
K G
RO
UT
A
S S
HO
WN
A
BO
VE
.
4.
ME
TE
R B
OX
S
HA
LL B
E C
EN
TE
RE
D O
VE
R T
HE
C
OM
PLE
TE
D M
ET
ER
A
SS
EM
BLY
.
5.
FO
R V
AC
AN
T R
ES
ID
EN
TIA
L LO
TS
, LO
CA
TE
S
ER
VIC
E 18" IN
SID
E S
ID
E LO
T LIN
E. LO
T LIN
E T
O B
E P
RO
JE
CT
ED
PE
RP
EN
DIC
ULA
R T
O C
UR
B.
6.
FO
R IN
ST
ALLA
TIO
N O
F C
OR
P S
TO
P U
SE
O
NLY
A
PP
RO
VE
D C
C T
HR
EA
DS
A
ND
T
AP
PIN
G M
AC
HIN
E.
7.
SE
RV
IC
E S
HA
LL B
E IN
ST
ALLE
D P
ER
PE
ND
IC
ULA
R T
O M
ET
ER
.
8.
CO
PP
ER
O
R P
EX
a T
O B
E O
NE
C
ON
TIN
UO
US
P
IE
CE
(N
O U
NIO
NS
O
R D
EF
EC
TS
) U
NLE
SS
O
TH
ER
WIS
E A
PP
RO
VE
D.
9.
ALL B
RA
SS
A
ND
C
OP
PE
R T
O C
OM
PLY
W
IT
H N
SF
S
TA
ND
AR
D 61 "N
O-LE
AD
" R
EQ
UIR
EM
EN
T.
10.
ALS
O R
EF
ER
T
O P
WS
501.03.04.
11.
IN
R
AIN
G
AR
DE
N A
RE
AS
, R
EF
ER
T
O D
ET
AIL G
S-109.
10'
MIN
.
10'
MIN
.
45°
30" MIN.
7"
10"
FILE
NAM
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FU
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LEED
A (8
.50
X 11
.00
INCH
ES)
PWS VERSION:
1" WATER SERVICE
JAN 2019
502
KRB
JAN 2020
10'
MIN
.
1
2
A.C
.
3
4
5
PV
C D
UC
T
30" MIN.
CU
RB
&
G
UT
TE
R
4"Ø
S
CH
. 40
12"
9
12"
MIN
.
10'
6
7
7.25"
8
10
R.O.W.
LINE
26.63"
11
17.25"
PV
C T
AP
E W
RA
P
CO
PP
ER
A
ND
NO
N-S
HR
IN
K G
RO
UT
12"
CL 52
D.I. M
AIN
NO
TE
S:
MA
TE
RIA
LS
:
1.
"V
AN
CO
UV
ER
" S
TY
LE
V
ALV
E B
OX
, (S
EE
D
ET
AIL 511).
2.
RO
MA
C 202S
D
UC
TILE
B
OD
Y D
UA
L S
S S
TR
AP
S O
R A
PP
RO
VE
D
EQ
UA
L.
3.
2" B
RA
SS
M
.I.P
. N
IP
PLE
, 3" LE
NG
TH
.
4.
2" F
.I.P
. G
AT
E V
ALV
E (M
UE
LLE
R N
O. A
-2360-8 O
R A
PP
RO
VE
D
EQ
UA
L).
5.
2" M
.I.P
. x M
UE
LLE
R 110 C
OM
PR
ES
SIO
N C
OU
PLIN
G (N
O.
H-15428N
) O
R A
PP
RO
VE
D E
QU
AL.
6.
2" A
ST
M B
88 T
YP
E "K
" R
IG
ID
C
OP
PE
R T
UB
IN
G. (P
EX
a P
IP
E M
AY
BE
U
SE
D P
ER
C
HA
PT
ER
500 O
F T
HE
P
UB
LIC
W
OR
KS
ST
AN
DA
RD
S A
ND
M
US
T IN
CLU
DE
T
RA
CE
R W
IR
E P
ER
P
WS
501.02.07 A
ND
501.03.06)
7.
2" 90° B
EN
D, M
UE
LLE
R 110 C
OM
PR
ES
SIO
N (N
O. H
-15526N
) O
R
AP
PR
OV
ED
E
QU
AL.
8.
BR
OO
KS
#65 C
ON
CR
ET
E M
ET
ER
B
OX
W
IT
H #65 A
MI M
ET
ER
CO
VE
R (S
EE
S
TA
ND
AR
D D
ET
AIL 515B
)
9.
2" 90° B
EN
D, C
OM
P. x M
.I.P
. (M
UE
LLE
R H
-15531N
) O
R A
PP
RO
VE
D
EQ
UA
L.
10.
2" M
ET
ER
Y
OK
E (S
ET
TE
R) (M
UE
LLE
R N
O. B
-2423-99000N
), O
R
AP
PR
OV
ED
E
QU
AL.
11.
TH
RE
AD
ED
P
VC
P
LU
G.
1.
SU
BS
TIT
UT
ES
F
OR
A
NY
M
AT
ER
IA
LS
S
HO
WN
M
AY
B
E
AP
PR
OV
ED
B
Y T
HE
C
IT
Y E
NG
IN
EE
R.
2.
ALL P
IP
E A
ND
S
TR
UC
TU
RE
Z
ON
ES
S
HA
LL B
E B
AC
KF
ILLE
D
US
IN
G
3
4
"-M
IN
US
C
RU
SH
ED
A
GG
. A
ND
C
OM
PA
CT
ED
T
O 95%
MA
X. D
EN
SIT
Y A
S D
ET
ER
MIN
ED
B
Y A
ST
M D
1557.
3.
WH
EN
A
N A
CT
IV
E C
AT
HO
DIC
P
RO
TE
CT
IO
N S
YS
TE
M, IS
EN
CO
UN
TE
RE
D W
IT
H C
OP
PE
R S
ER
VIC
ES
, S
CH
. 40 P
VC
SH
ALL B
E IN
ST
ALLE
D W
IT
H IM
PE
RV
IO
US
P
LU
GS
, A
S
SH
OW
N.
4.
ME
TE
R B
OX
S
HA
LL B
E C
EN
TE
RE
D O
VE
R T
HE
C
OM
PLE
TE
D
ME
TE
R A
ND
F
IT
TIN
G A
SS
EM
BLY
.
5.
CU
ST
OM
ER
S
HA
LL IN
ST
ALL A
N A
PP
RO
VE
D B
AC
KF
LO
W
PR
EV
EN
TIO
N A
SS
EM
BLY
A
T R
IG
HT
-O
F-W
AY
.
6.
ME
TE
R S
ET
TE
R S
HA
LL B
E P
ER
PE
ND
IC
ULA
R T
O C
UR
B LIN
E.
7.
2" T
AP
S T
O B
E D
ON
E W
IT
H 1-7/8" H
OLE
S
AW
U
SIN
G T
AP
PIN
G
MA
CH
IN
E.
CA
TH
OD
IC
ALLY
P
RO
TE
CT
ED
S
YS
TE
M
FILE
NAM
E: \\
gres
ham
.gov
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ublic
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ks st
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on c
opy\
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tted
12/
6/20
19 3
:45
PM, B
y: A
ntho
ny D
ollo
witc
h, A
NSI
FU
LL B
LEED
A (8
.50
X 11
.00
INCH
ES)
PWS VERSION:
2" WATER SERVICE (1 1/2"-2" METER)
JAN 2020
503
RWL
JAN 2020
1 FT.
3
2
4
2
PLASTIC
PIPING
WRAP
7
36" B
UR
Y
IN
TYP
12"
6
12"
5
NOTES
1
1
RIGHT-OF-WAY
4
2
2
5
MATERIALS
4"
1. KUPFERLE ECLIPSE NO. 88-SS SAMPLING
STATION WITH STAINLESS STEEL STANDPIPE,
NON THREADED STAINLESS STEEL SAMPLING
BIBB (EXTERIOR) AND 1/4" VALVE ON DRAIN
LINE. DOOR OPENING PERPENDICULAR TO
STREET OR SIDEWALK.
2.
3
4
" TYPE "K" SOFT TEMPER COPPER TUBING.
3.
3
4
" QUARTER BEND M.I.P. x COMP. MUELLER
H-15531N(110 COMPRESSION) OR APPROVED
EQUAL.
4.
3
4
" COMPRESSION BALL VALVE, MUELLER
B-25209N OR APPROVED EQUAL.
5.
3
4
" BALL VALVE CORP. STOP, MUELLER B-25008N
(110 COMPRESSION) OR APPROVED EQUAL.
6. "VANCOUVER" STYLE VALVE BOX (SEE DETAIL
511). NOTCH PVC TO EXTEND 1" BELOW COPPER
TUBING.
7. 4" THICK CONCRETE PAD 4" THK., X 46" LG X 31"
WIDE.
FINISH GROUND
WATER MAIN
1. ALL PIPE AND STRUCTURES SHALL BE
BACKFILLED WITH
3
4
"-0 CRUSHED ROCK
COMPACTED TO MIN. 95% OF MAX.
DENSITY PER ASTM D1557
2. SET STATION AT LOT LINE UNLESS
OTHERWISE SPECIFIED.
3. WHEN CROSSING CATHODICALLY
PROTECTED SYSTEM, INSTALL PVC
SLEEVE PER DETAIL 502.
4. WHERE NO SIDEWALK EXISTS, PLACE
CONC. PAD AS SHOWN. WHERE
SIDEWALK EXIST., PLACE MIN. 12"
AROUND BACK OF SAMPLE STA. AND
INCORPORATE INTO NEW SIDEWALK
POUR.
5. STOCK GREEN COLOR
ELEVATION
PLAN
45°
FILE
NAM
E: \\
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on c
opy\
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ater
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Plo
tted
12/
6/20
19 3
:47
PM, B
y: A
ntho
ny D
ollo
witc
h, A
NSI
FU
LL B
LEED
A (8
.50
X 11
.00
INCH
ES)
PWS VERSION:
WATER SAMPLING STATION
JAN 2019
504
SRS
JAN 2020
6
17
4
15
3
8
SID
EW
ALK
CU
RB
&
G
UT
TE
R
9
16
3
6
10
5
8
16
3
12
3
14
13
MA
IN
CL 52 D
.I.
EX
IS
T. A
.C
.
7
6
8
18
CO
MB
IN
AT
IO
N A
IR
V
AL
VE
U
NIT
S
EC
TIO
N
FO
R S
PE
CIF
IC
AT
IO
NS
O
F A
IR
V
ALV
E U
NIT
SE
E D
ET
AIL 505B
1
2
12
11
19
FILE
NAM
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\wat
er c
ad\5
05a.
dwg,
Plo
tted
12/
6/20
19 4
:03
PM, B
y: A
ntho
ny D
ollo
witc
h, A
NSI
FU
LL B
LEED
A (8
.50
X 11
.00
INCH
ES)
PWS VERSION:
COMBINATION AIR VALVE UNIT
JAN 2019
505A
SRS
JAN 2020
1. ROMAC 202NS DUCTILE BODY DUAL SS STRAPS OR APPROVED EQUAL.
2. 2" BRASS STREET ELBOW.
3. 2" ASTM B88 RIGID COPPER, TYPE K.
4. 2" BRASS
1
4
BEND, MUELLER 110 COMPRESSION H15526N OR APPROVED EQUAL.
5. 12"x12"x4" CONCRETE BLOCK.
6. 2"
1
4
BEND, F.I.P. x 110 COMPRESSION, MUELLER NO. H15533N OR APPROVED EQUAL.
7. 2" R.W. F.I.P. GATE VALVE.
8. 2" x3" BRASS M.I.P. NIPPLE.
9. 2" COMBINATION AIR VALVE (VAL-MATIC NO. 202C.2 OR APCO NO. 145C-2 OR APPROVED EQUAL).
10. 2" x 1-
1
2
" BRASS M.I.P. NIPPLE.
11. BROOKS PRODUCTS #65 METER BOX WITHOUT PIPE HOLES AND COVER, STACK BOXES AS NEEDED.
12.
3
4
"-MINUS CRUSHED AGGREGATE.
13. 1-
1
2
" -
3
4
" CLEAN DRAIN ROCK.
14. 2" COUPLING, M.I.P. x 110 COMPRESSION, MUELLER NO. H15428N OR APPROVED EQUAL.
15. 2" F.I.P. BRASS
1
4
BEND WITH GALVANIZED SCREENING WITH
1
8
" HOLES ON OUTLET.
16. 2" UNION, 110 COMPRESSION, MUELLER NO. H15403N OR APPROVED EQUAL.
17. HOT BOX EZ.75 EZ OR APPROVED EQUAL.
18. "VANCOUVER" STYLE VALVE BOX. SEE DETAIL 511.
19. HOT BOX TO BE ON 4" THICK CONCRETE PAD, EXTENDING A MINIMUM OF 4" BEYOND THE BOX ON ALL
SIDES
NOTES
MATERIALS
1. INSTALLATION LOCATED AT HIGH POINT OF MAIN.
2. BROOKS #65 METER BOX AND COVER OR APPROVED EQUAL.
3. ALL PIPE AND STRUCTURE ZONES SHALL BE COMPACTED TO 95% OF MAX. DENSITY AS
DETERMINED BY ASTM D1557 OR AS SPECIFIED IN THE CONTRACT DOCUMENTS.
4. DETAIL NOT FOR SHALLOW INSTALLATIONS. INSTALLATIONS FOR WATERLINES WITH LESS THAN
36" OF COVER SHALL BE INDIVIDUALLY DESIGNED BY THE ENGINEER OF RECORD AND APPROVED
BY THE CITY.
5. GROUT ALL AREAS WHERE COPPER PASSES THROUGH CONCRETE.
6. PLACE "HOT BOX" OR APPROVED EQUAL AT BACK OF SIDEWALK IN UTILITY EASEMENT OR OBTAIN
5' x 5' WATER FACILITY EASEMENT. SECURE HOT BOX TO CONCRETE.
FILE
NAM
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\pub
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\500
_wat
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cad
\505
b.dw
g, P
lott
ed 1
2/9/
2019
9:2
0 AM
, By:
Kim
berly
Bog
ert,
ANSI
A (8
.50
X 11
.00
INCH
ES)
PWS VERSION:
COMBINATION AIR VALVE NOTES
JAN 2019
505B
SRS
JAN 2020
NOTES:
3-5 FT.
6" PVC
3 1/2"
12"
4" MIN
10" MAX
1. USE "VANCOUVER" STYLE VALVE BOXES, LIDS, AND 6" PVC EXTENSION
(SEE DETAIL 511)
2. VALVE BOXES TO BE CONCRETE ENCASED AS SHOWN IF NOT IN PAVED
AREA.
3. BLOW-OFF UNIT SHALL BE BACKFILLED WITH 3/4"-0" CRUSHED ROCK AND
COMPACTED TO 95% OF MAX. DENSITY AS DETERMINED BY ASTM D1557.
4. PLACE BLOW-OFF STANDPIPE 3 FT INSIDE R.O.W. LINE AT THE END OF
STREET (2 FT. FROM BARRICADE).
5. 2" GALVANIZED TO BE ONE CONTINUOUS PIECE.
6. 2" PVC PLUG WITH SQUARE NUT TO BE HAND TIGHTENED ONLY.
7. ENTIRE BLOWOFF ASSEMBLY AND MAIN MUST BE RESTRAINED IN
ACCORDANCE WITH PWS SECTION 5.01.
RESTRAINED MJ
CAP TAPPED 2" I.P.T.
SEE NOTE 7
3/4"-0" CRUSHED ROCK
2" STD. RESILIENT WEDGE GATE W/
THREADED ENDS, C.I. OR D.I. BODY,
2" NUT
2" GALV. 90 BEND
UNDISTURBED SOIL
2" GALV. COUPLING
2" PVC PLUG W/
SQUARE NUT
2" x 6" BRASS
NIPPLE
4" OR 6"
CL 52 D.I.
CONCRETE ENCASEMENT
FINISHED GRADE
2" CONTINUOUS
GALV. PIPE
FILE
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\pub
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stan
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s\2.
0 pw
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cop
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tails
\500
_wat
er\w
ater
cad
\506
a.dw
g, P
lott
ed 1
2/9/
2019
9:3
9 AM
, By:
Kim
berly
Bog
ert,
ANSI
A (8
.50
X 11
.00
INCH
ES)
PWS VERSION:
2" BLOWOFF ASSEMBLY
JAN 2020
506A
SRS
JAN 2020
3'
P/L
PER ENGR.20" & UP
6"
4"
2"
14" TO 18"
8" TO 12"
4" TO 6"
SIZE
BLOW-OFF
SIZE
MAIN
SIZES REQUIRED
BLOW-OFF
8" PVC
6"PVC
4" MIN
10" MAX
5 FT.
3 FT. TO
3 1/2"
12"
NOTES:
1. BACKFILL WITH SELECT CRUSHED AGGREGATE A
MINIMUM OF 6" ON ALL SIDES.
2. TEMPORARY BLOW-OFF IS ONE REMOVED AT THE END
OF PROJECT CONSTRUCTION. A PERMANENT BLOW-OFF
REMAINS ON THE PROJECT AFTER ACCEPTANCE.
3. PLACE BLOW-OFF STANDPIPE 3 FT. INSIDE P/L. LINE AT
END OF STREET (2 FT. FROM BARRICADE).
4. USE "VANCOUVER" STYLE VALVE BOX, LID, AND 6" PVC
RISER FOR BLOW-OFF VALVE. USE "PORTLAND" STYLE
VALVE BOX, LID, AND 8" PVC RISER FOR BLOW-OFF
STAND PIPE (SEE DETAILS 511 & 512)
5. ENTIRE BLOWOFF ASSEMBLY AND MAIN MUST BE
RESTRAINED IN ACCORDANCE WITH PWS SECTION 5.01.
"VANCOUVER" STYLE VALVE BOX
CONTINUOUS
PIECE OF PIPE
WATER MAIN
RESTRAINED
MJ x FLG
REDUCER.
SEE NOTE 5.
FLANGED R.W.
GATE VALVE
COMPANION
FLANGE
THREADED
GALVANIZED IRON
PIPE AND 90° BEND
UNDISTURBED
EARTH
CRUSHED
AGGREGATE
ONE CONTINUOUS
PIECE
GALV.
COUPLING
PVC PLUG W/
SQUARE NUT
"PORTLAND" STYLE
VALVE BOX
CONCRETE ENCASEMENT
IF NOT IN PAVED AREA
FINISHED GRADE
FILE
NAM
E: y
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\pub
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stan
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0 pw
s rev
ision
cop
y\de
tails
\500
_wat
er\w
ater
cad
\506
b.dw
g, P
lott
ed 1
2/9/
2019
9:5
9 AM
, By:
Kim
berly
Bog
ert,
ANSI
A (8
.50
X 11
.00
INCH
ES)
PWS VERSION:
4" OR 6" BLOWOFF ASSEMBLY
JAN 2020
506B
SRS
JAN 2020
3' OR AS
REQ'D
MJ CAP TAPPED 4" OR 6"
NEW MAIN
8" OR LARGER
90° BEND
8" PVC
GALV. PIPING
"PORTLAND" STYLE
VALVE BOX
COUPLER
4"X1" TEE OR 6"X1" TEE (FOR
PRESSURE TESTING AND
CHLORINATING) SEE NOTE 4.
90° BEND
GALV.
FLANGED OR THREADED
GATE VALVE
NOTES:
1. ALL FILLING, FLUSHING, AND TESTING OF NEW WATERLINE FACILITIES SHALL BE
DONE THROUGH A 6" DOUBLE CHECK ASSEMBLY WITH A METERING DEVICE.
2. PROVIDE TEMPORARY BLOCKING AS REQUIRED.
3. ALL PIPING AND FITTINGS SHALL BE GALVANIZED IRON.
4. FOR 8"-12" WATERLINES: FILL POINT SHALL BE 4" PIPING AND FITTINGS. FOR
14"-18" WATERLINES: FILL POINT SHALL BE 6" PIPING AND FITTINGS. FOR 20"
AND LARGER: FILL POINT SHALL BE SIZED AS DETERMINED BY THE ENGINEER.
FILE
NAM
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\pub
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s\2.
0 pw
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ision
cop
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tails
\500
_wat
er\w
ater
cad
\506
c.dw
g, P
lott
ed 1
2/9/
2019
10:
28 A
M, B
y: K
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(8.5
0 X
11.0
0 IN
CHES
)
PWS VERSION:
4" OR 6" TEMPORARY FILL POINT
JAN 2020
506C
SRS
JAN 2020
3
1
3
1
4
2 x D
IA
.
MIN
.
12"
MIN.
3
3
2
BEARING AREA OF THRUST BLOCKS (sq. ft.)
FITTING
SIZE
(inches)
TEE & WYE
STRADDLE
BLOCK
90° BEND
PLUGGED CROSS
TEE PLUGGED-RUNS
45°
BEND
22 1/2°
BEND
11 1/4°
BEND
2 * * * * * *
4 2.5 2.5 3.6 1.9 * *
6 5.7 5.7 8.0 4.3 2.2 *
8 10.1 10.1 14.2 7.7 3.9 2.0
10 15.7 15.7 22.2 12.0 6.1 3.1
12 22.6 22.6 32.0 17.3 8.8 4.4
16 40.2 40.2 56.9 30.8 15.7 7.9
18 50.9 50.9 72.0 39.0 19.9 10.0
LARGER * * * * * * * * * * * *
1
2
3
44 4
* BLOCK TO UNDISTURBED TRENCH WALLS
* * THRUST BLOCKS FOR PIPES LARGER THAN 18" WILL BE INDIVIDUALLY
DESIGNED BY THE ENGINEER OF RECORD.
1. ALL VALUES ARE BASED ON THE FOLLOWING ASSUMPTIONS:
AVG. PRESSURE = 150 PSI x 2 (safety factor); 1500 PSF SOIL BEARING CAPACITY; NORMAL
DISTRIBUTION DESIGN VELOCITY NOT TO EXCEED 8 F/S.
2. ALL FITTINGS SHALL BE WRAPPED IN PLASTIC PRIOR TO PLACEMENT OF CONCRETE.
3. ALL THRUST BLOCKS SHALL BE FORMED TO ELIMINATE ANY CONCRETE AROUND FITTING BOLTS.
4. BEARING SURFACE OF THRUST BLOCKING SHALL BE AGAINST UNDISTURBED SOIL.
5. ALL CONCRETE MIX SHALL HAVE A MIN. 28 DAY STRENGTH OF 3300 PSI.
6. ALL PIPE ZONES SHALL BE GRAVEL FILLED AND COMPACTED.
7. THRUST BLOCKS FOR PLUGGED CROSS AND PLUGGED TEE SHALL HAVE #4 REBAR LIFTING
LOOPS INSTALLED AS SHOWN.
8. VERTICAL THRUST DETAILS - SEE DETAIL 508
9. STRADDLE BLOCK DETAILS - SEE DETAIL 509
10. EACH PROPOSED MECHANICAL RESTRAINT LENGTHS SHALL BE REVIEWED ON A CASE BY CASE
BASIS BY THE ENGINEER OF RECORD.
UNDISTURBED SOIL
REBAR LIFTING
LOOP (TYPICAL)
THRUST BLOCKS ARE ONLY ALLOWED IN LIMITED CIRCUMSTANCES IN ACCORDANCE WITH PWS SECTION 5.01.
FILE
NAM
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\pub
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stan
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0 pw
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\507
.dw
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lott
ed 1
2/9/
2019
11:
00 A
M, B
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(8.5
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11.0
0 IN
CHES
)
PWS VERSION:
HORIZONTAL THRUST BLOCKING
JAN 2020
507
KRB
JAN 2020
THRUST BLOCKS ARE ONLY ALLOWED IN LIMITED CIRCUMSTANCES IN ACCORDANCE WITH PWS SECTION 5.01.
NOTES:
1. GRAVITY VERTICAL THRUST BLOCKS AND MECHANICAL RESTRAINT LENGTH VALUES SHALL BE
REVIEWED BY THE ENGINEER OF RECORD.
2. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. FITTINGS SHALL BE WRAPPED IN
PLASTIC PRIOR TO PLACEMENT OF CONCRETE.
3. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH.
4. CONCRETE MIX SHALL HAVE A MIN. 28 DAY STRENGTH OF 3300 P.S.I.
5. GRAVITY THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT THRUSTS
ARE BASED ON TEST PRESSURE OF 150 P.S.I.G. X 2 FACTOR OF SAFETY AND THE WEIGHT OF
CONCRETE = 4050 LBS./CU.YD.
6. VERTICAL BENDS THAT REQUIRE A GRAVITY THRUST BLOCK VOLUME EXCEEDING 5 CUBIC YARDS
REQUIRE SPECIAL BLOCKING DETAILS DESIGNED BY THE ENGINEER OF RECORD. NOTE VOLUMES
SHOWN INSIDE HEAVY LINE IN TABLE.
7. ALL REBAR SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM-123 (MIN. 3.4 MIL). REBAR SHALL BE
BENT BEFORE GALVANIZATION, AND LAST 4" OF BAR SHALL BE BENT 90 DEGREES WITH A 1/2"
RADIUS BEND. REBAR SHALL BE TIGHTLY FIT TO RESTRAINED FITTING.
8. FOR HORIZONTAL THRUST BLOCK DETAILS SEE DETAIL 507.
GALVANIZED RODS
OVER FITTING AND
EMBEDDED IN
CONCRETE (SEE
TABLE FOR SIZES).
UNDISTURBED SOIL
UNDISTURBED
SOIL
PROFILE
PROFILE
SIZED LIKE HORIZONTAL
THRUST BLOCKS
NORMAL VERTICAL
THRUST BLOCK
GRAVITY VERTICAL THRUST BLOCK
VOLUME OF GRAVITY THRUST BLOCK IN
CUBIC YARDS (VERTICAL BENDS)
FITTING
SIZE
BEND ANGLE
45° 22 1/2° 11 1/4°
4 0.7 0.4 0.2
6 1.5 0.8 0.4
8 2.6 1.4 0.7
10 4.1 2.2 1.1
12 5.9 3.2 1.6
14 8.1 4.4 2.2
16 10.5 5.7 2.9
FITTING SIZE ROD SIZE EMBEDMENT
12" AND LESS #6 30"
14" - 16" #8 36"
FILE
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2/9/
2019
11:
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(8.5
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)
PWS VERSION:
VERTICAL THRUST BLOCKING
JAN 2020
508
KRB
JAN 2020
3"1'-0" 1'-0"
PIPE
O.D.
3"
3"
H
3"
18" M
IN
.
1 32
4
5
2
3"
3"
12
3
3"
W
FRONT VIEW
TOP VIEW
NOTES:
1. STRADDLE BLOCKS HEIGHT (H) AND
WIDTH (W) SHALL BE DESIGNED
INDIVIDUALLY BY THE ENGINEER OF
RECORD AND SHALL BE BASED ON
THE FOLLOWING:
a.) WATER PRESSURE =
150 PSI X 2 (SAFETY FACTOR)
b.) SOIL BRG. CAPACITY
c.) STEEL SIZE AND SPACING
2. BEARING AREA OF BLOCK SHALL BE
AGAINST UNDISTURBED SOIL.
3. STRADDLE BLOCK SHALL HAVE A
MINIMUM OF 18" COVER.
4. CONCRETE SHALL HAVE A MIN.
28-DAY STRENGTH OF 3300 PSI.
5. ALL FITTINGS & PIPE WITHIN THE
CONC. SHALL BE WRAPPED IN 8 MIL.
PLASTIC.
MATERIALS:
1 CONCRETE STRADDLE BLOCK
2 2-MEGALUGS OR APPROVED EQUAL
RETAINER GLANDS
3 #4 REBAR EACH WAY, 12" O/C.
4 NO JOINTS ALLOWED BETWEEN
STRADDLE BLOCK AND
FITTING/BLOW-OFF ASSEMBLY
5 FITTING/BLOW-OFF ASSEMBLY
STRADDLE BLOCKS ARE ONLY ALLOWED IN LIMITED CIRCUMSTANCES IN ACCORDANCE WITH PWS
SECTION 5.01.
FILE
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\509
.dw
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ed 1
2/9/
2019
11:
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PWS VERSION:
STRADDLE BLOCK
JAN 2020
509
SRS
JAN 2020
ZONE 1
PARALLEL WATER LINE PROHIBITED
PARALLEL WATER LINE PROHIBITED
CASE-BY CASE DETERMINATION
ONLY CROSSING RESTRICTIONS APPLY
ZONE 2:
NOTES:
ZONE 4:
ZONE 3:
ZONE 4
SEWER MAIN OR
GRAVITY SANITARY
LATERAL
ZONE 1:
ZONE 4
ZONE 1
SURFACE
GROUND
ZONE
2
10'
5'
3'3'
ZONEZONE
32
PIPE
O.D.
5'
10'
1.5' MIN.
1. WHERE THE PROPOSED WATER LINE WILL BE INSTALLED PARALLEL TO
AN EXISTING GRAVITY SANITARY SEWER MAIN OR LATERAL LINE, THE
SEPARATION BETWEEN THE TWO SHALL BE AS INDICATED ABOVE.
2. CROSSING:
a. WHENEVER POSSIBLE, THE BOTTOM OF THE WATER LINE SHALL BE
1.5 FEET ABOVE THE TOP OF THE SANITARY SEWER LINE. ONE FULL
LENGTH OF WATER LINE SHALL BE CENTERED AT THE CROSSING,
REGARDLESS OF VERTICAL SEPARATION.
b. WHERE IT IS NOT POSSIBLE FOR THE WATER LINE TO BE 1.5 FEET
ABOVE THE SANITARY SEWER LINE, OR THE WATERLINE PASSES
UNDER THE SEWER LINE, THE EXISTING SEWER LINE SHALL BE
EXPOSED FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
CROSSING, AND SHALL BE REPLACED WITH C-900 PVC, DR-18, DR-25
OR CLASS 50 DUCTILE IRON PIPE AS APPROVED BY THE ENGINEER,
AND A LENGTH OF WATER PIPE SHALL BE CENTERED AT THE
CROSSING, OR AS APPROVED BY THE ENGINEER.
3. SEPARATION FROM FORCE MAIN SANITARY SEWER SHALL BE REVIEWED
ON A CASE-BY-CASE BASIS.
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PWS VERSION:
GRAVITY SANITARY SEWER, WATER LINE
SEPARATION
JAN 2019
510
KRB
JAN 2020
WATERMAIN
4"
A
NOTES:
1. VALVE BOXES SHALL BE CENTERED DIRECTLY
OVER THE VALVE NUT IN A VERTICAL POSITION.
2. VALVE BOX TOP SHALL BE ADJUSTED TO
MEET FINISH GRADE.
3. PVC SHALL BE ONE CONTINUOUS PIECE - NO
BELLS OR COUPLERS.
4. USE FOR ALL VALVES AND 2" BLOW-OFF
STANDPIPES.
5. NO NOTCHES SHALL BE CUT INTO VALVE BOX
UNLESS BY CITY STAFF.
6. NOTCH PVC AT YOLK BOLTS WHERE REQUIRED
18" TALL CAST IRON VALVE BOX,
"VANCOUVER" STYLE, MODEL NO 910 OR
APPROVED EQUAL - WITH "W" CAST ON THE
COVER.
18"
36"
6" PVC PIPE,
ASTM D3034, SDR 35
A = MINIMUM 6", MAXIMUM 13"
VALVE BOX TO BE 3,000 PSI
CONCRETE ENCASED IF NOT
IN PAVED AREA
FINISHED
GRADE
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\511
.dw
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ed 1
2/9/
2019
11:
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(8.5
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)
PWS VERSION:
"VANCOUVER" STYLE VALVE BOX
JAN 2020
511
SRS
JAN 2020
5/8
MIN.
9 "
P/L
3'
4"
5"
7"
12"
36"
NOTES:
1. VALVE BOXES SHALL BE CENTERED DIRECTLY
OVER THE STANDPIPE IN A VERTICAL POSITION.
2. VALVE BOX TOP SHALL BE ADJUSTED TO MEET
FINISHED GRADE.
3. PVC SHALL BE ONE CONTINUOUS PIECE-NO
BELLS OR COUPLERS.
4. USE FOR 4" AND 6" BLOW-OFF STANDPIPES AND
FLUSH MOUNTED CATHODIC PROTECTION TEST
STATIONS ONLY.
5. NO NOTCHES SHALL BE CUT INTO VALVE BOX
UNLESS BY CITY STAFF.
8" PVC PIPE,
ASTM D3034, SDR 35
VALVE BOX TO BE 3,000 PSI
CONCRETE ENCASED IF
NOT IN PAVED AREA
FINISHED
GRADE
GALVANIZED BLOW-OFF
PIPING
CAST IRON "PORTLAND" STYLE
VALVE BOX
FILE
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\512
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ed 1
2/9/
2019
11:
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)
PWS VERSION:
"PORTLAND" STYLE VALVE BOX
JAN 2020
512
SRS
JAN 2020
VALVE BOX (SEE
STANDARD DETAIL
511, TYP. OF 3)
STRADDLE BLOCK PER
DETAIL 509 (TYP)
CL 52 DIP (TYP)
ELEVATION
NOTES:
1. ALL MATERIALS SHALL BE AS NAMED OR APPROVED EQUAL. SUBMIT ALTERNATES FOR APPROVAL.
2. VAULTS AND PIPING SHALL NOT BE PLACED WITHIN 1-FOOT OF A SURVEY MARKER.
3. WHENEVER VAULTS ARE LOCATED IN PEDESTRIAN WALKWAYS APPLY SLIPNOT ON ALL VAULT LID
SURFACES.
4. VAULT TO BE SMOOTH WALLED WITH NO KNOCK-OUT PANELS
5. HOLES IN VAULT TO BE CORE DRILLED AND ALL OPENINGS SHALL BE SEALED W/ NON-SHRINK GROUT
6. IF SOIL CONDITIONS ARE SUITABLE, INFILTRATION OF SUMP DRAINAGE MAY BE APPROVED ON A CASE
BY CASE BASIS.
7. SEE STD. DETAIL 513B AND 513C FOR CONSTRUCTION NOTES AND SPECIFICATIONS
EXTERIOR TO BE SEALED WITH COMASEAL OR APPROVED
EQUAL AT MANUFACTURER.
CUSTOMER SIDESTREET SIDE
6" LEVELING
COMPACTED
3/4-0 CRUSHED
ROCK
FINISHED GRADE TO
SLOPE AWAY FROM
VAULT LID
DRAIN VAULT LID
TO CURB
24"
8" MIN
ABOVE
FINISHED
GROUND
PLAN
12"
A
B B
C
C
G
G
E
E
D
H
I
4" PVC DRAIN LINE TO
BACKFLOW VAULT
PU
BLIC
RO
W
PR
IV
AT
E
PR
OP
ER
TY
30"
OSHA APPROVED LADDER
PER STANDARD DETAIL
513D
I
I
F
FILE
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PWS VERSION:
3" THROUGH 8" METER VAULT AND PIPING
JAN 2019
513A
SRS
JAN 2020
SPECIFICATIONS
METER 3" METER 4" METER 6" METER 8" METER
INCOMING LINE SIZE 4" 4" 6" 8"
BY-PASS LINE SIZE 4"
OLD CASTLE NO.
577-LA (OR APPROVED EQUAL)
LID NO. (OR
APPROVED EQUAL)
57 TOP W/ USF-TPD-3660 ALUMINUM DOOR
FITTINGS & VALVES BY CONTRACTOR
METERS 3" 4" 6" 8"
A 4" FLG TEE 4" FLG TEE 6"x4" FLG TEE 8"x4" FLG TEE
B 4" MEGA-LUG 4" MEGA-LUG 6" MEGA-LUG 8" MEGA-LUG
C
4" MJ 90° BEND
D
4" VALVE FLG x MJ
E
4" VALVE FLG x MJ 4" VALVE FLG x MJ 6" VALVE FLG x MJ 8" VALVE FLG x MJ
F
4" DIP CL 52
G 4" MJxFLG ADAPTER 4" MJxFLG ADAPTER 6" MJxFLG ADAPTER 8" MJxFLG ADAPTER
H 4" FLG x MJ TEE 4" FLG x MJ TEE 6" x 4" FLG x MJ TEE 8" x 4" FLG x MJ TEE
I 4" DIP CL 52 4" DIP CL 52 6" DIP CL 52 8" DIP CL 52
FITTINGS & METER BY CITY
METER 3" 4" 6" 8"
1 (2) 4" MJ x 3" FLG
REDUCERS
(2) 4" MJ x FLG
ADAPTERS
(2) 6" MJ x FLG
ADAPTERS
(2) 8" MJ x FLG
ADAPTERS
2 3" SENSUS METER
(OR APPROVED
EQUAL
4" SENSUS METER
(OR APPROVED
EQUAL)
6" SENSUS METER
(OR APPROVED
EQUAL)
8" SENSUS METER
(OR APPROVED
EQUAL)
FILE
NAM
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PWS VERSION:
3" THROUGH 8" METER VAULT AND PIPING
SPECS
JAN 2020
513B
SRS
JAN 2020
NOTES:
1. METER TO BE INSTALLED BY THE CITY ONCE NEW PIPING AND FITTINGS HAVE
BEEN TESTED AND ACCEPTED.
2. INSTALL 4" DRAIN FROM BOTTOM OF VAULT FLOOR TO DAYLIGHT, TO
BACKFLOW ASSEMBLY VAULT, OR TO APPROVED LOCATION. IN NO CASE SHALL
BACKFLOW VAULT DRAIN INTO METER VAULT.
3. VAULT SHALL BE CLEAN, DRY AND FREE OF DEBRIS PRIOR TO ACCEPTANCE
4. ALL MECHANICAL JOINTS SHALL BE RESTRAINED WITH "MEGALUG" RETAINER
GLANDS OR APPROVED EQUAL.
5. SERVICE LINE INTO VAULT SHALL BE MECHANICALLY RESTRAINED FROM
MAINLINE THROUGH VAULT.
6. ALL PIPING TO BE BACKFILLED AS DESCRIBED & SHOWN IN STANDARD DETAIL
214.
7. INSTALL A MIN. OF 2 PIPE SUPPORTS IN VAULT (GRINNELL NO. 264 ELCEN NO. 59
OR APPROVED EQUAL) BY CITY DURING METER INSTALL.
8. ALL PIPING AND FITTINGS IN VAULT SHALL BE LEVEL
9. ONLY APPROVED RESILIENT WEDGE VALVES ARE ALLOWED.
10. PIPE BETWEEN THE TWO TEES SHALL BE ONE LEVEL CONTINUOUS PIECE OF
PIPE.
11. ALL FITTINGS, VALVES AND PIPING THROUGH ENTIRE VAULT SHALL BE
LEVEL AT COMPLETION OF INSTALLATION.
12. EXTERIOR VAULT WALLS SHALL BE BACKFILLED WITH 3/4" - 0" CRUSHED
AGGREGATE TO WITHIN 1 FOOT OF FINISH GRADE, A MINIMUM WIDTH OF 2 FEET.
FILE
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PWS VERSION:
3" THROUGH 8" METER VAULT AND PIPING
NOTES
JAN 2020
513C
SRS
JAN 2020
SIDE VIEW FRONT VIEW
7"
40" M
AX
. E
XT
.
12"
MA
X.
LADDER
CONNECTION
C/L
ATTACH LADDER SUPPORT TO INSIDE
FACE OF VAULT COVER OPENING AS
SHOWN. CENTERLINE OF LADDER
CONNECTION MUST BE SET 7" FROM
FACE OF INSIDE SURFACE OF VAULT LID
LADDER
C/L
15"15"
PROVIDE 15" CLEARANCE
TO ANY OBSTRUCTION ON
EITHER SIDE OF LADDER
ATTACHED LADDER
SUPPORT TO FLOOR
OF VAULT
16"
3
4
" Ø
RUNG
5/15"x 2"
FLAT BAR
GUARD
RAIL
MOUNTING
BRACKET
ALUMINUM
EXTENSION
NOTE:
GALV. LADDER WITH AN ALUMINUM EXTENSION BY
UTILITY VAULT (OR APPROVED EQUAL)
FILE
NAM
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PWS VERSION:
LADDER WITH ALUMINUM EXTENSION
JAN 2019
513D
SRS
JAN 2020
NOTES:
1. CONTRACTOR TO SEAL ALL OPENINGS IN
VAULT WITH NON-SHRINK GROUT.
2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU YDS MIN. AROUND
BASE OF VAULT WHERE FLOODING OR HIGH GROUND WATER EXIST.
3. STRADDLE BLOCK TO BE INSTALLED PER STANDARD DETAIL 509.
4. DETECTOR METER TO READ IN CUBIC FEET
5. FOR SPECIFICATIONS ON DOUBLE CHECK VALVE BACKFLOW
ASSEMBLY SEE PWS 502.03.05
6. COAT ALL OUTSIDE CONC SURFACES OF VAULT W/ COMASEAL (OR
APPROVED EQUAL)
7. WHEN A FIRE HYDRANT OR MULTIPLE BUILDINGS ARE ON SITE FDC
AND PIV FACILITIES LOCATION WILL BE DETERMINED ON A CASE BY
CASE BASIS.
8. SEE DETAIL 514B FOR SECTION A-A AND DETAIL 514C FOR SECTION B-B.
FIRE DEPARTMENT CONNECTION
(FDC) WITH STANDARD TWO-PORT
ADAPTER OR 5" STORZ ADAPTER
AS REQUIRED BY GFD
A
A
B
B
DOUBLE CHECK
DETECTOR
FILE
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)
PWS VERSION:
DOUBLE CHECK VALVE OR DOUBLE CHECK
VALVE DETECTOR ASSEMBLY PLAN VIEW
JAN 2020
514A
VC / JB
JAN 2020
30" M
AX
FILE
NAM
E: y
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0 X
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0 IN
CHES
)
PWS VERSION:
DOUBLE CHECK VALVE OR DOUBLE
CHECK VALVE DETECTOR ASSEMBLY
ELEVATION VIEW
JAN 2019
514B
RWL
JAN 2020
FIRE DEPARTMENT CONNECTION
(FDC) WITH STANDARD
TWO-PORT ADAPTER (SHOWN)
OR 5" STORZ ADAPTER (NOT
SHOWN) AS REQUIRED BY GFD
SECTION B-B
FILE
NAM
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ision
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9 8:
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(8.5
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0 IN
CHES
)
PWS VERSION:
TYPICAL FIRE DEPARTMENT CONNECTION
INSTALLATION
JAN 2019
514C
RWL
JAN 2020
METER SIDECUSTOMER SIDE
PLAN
ELEVATION
NOTE:
INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE
FROM BOTTOM OF ASSEMBLY TO FINISH GRADE, FREEZE
PROTECTION, AND CLEARANCE FOR TESTING & REPAIR ARE
THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO
BE INSTALLED IN TEST COCKS OF BELOW GROUND
INSTALLATIONS (NO DISSIMILAR METALS).
IF FREEZE PROTECTION IS PROVIDED, THE 24" CLEARANCE
MAY BE REDUCED TO 18".
CARSON METER BOX
(OR EQUAL)
2" DOUBLE CHECK
VALVE ASSEMBLY
UNION EACH SIDE
CRUSHED ROCK BASE
6" MIN
24" MAX CLEARANCE
6" MIN CLEARANCE
FILE
NAM
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PWS VERSION:
3/4" THROUGH 2" DOUBLE CHECK
INSTALLATION
JAN 2019
514D
JIA
JAN 2020
TOP VIEW
SUPPLY SIDEIRRIGATION SIDE
EXISTING PIPE
CAPPED OR PLUGGED
CARSON METER BOX (OR
EQUAL) FOR POST INSPECTION
SUPPLY SIDE IRRIGATION SIDE
DOUBLE CHECK VALVE
ASSEMBLY (REMOVED)
EXISTING PIPE
CAPPED OR PLUGGED
EXISTING PIPE
CAPPED OR PLUGGED
SIDE VIEW
NOTE:
CALL GRESHAM WATER DIVISION TO SCHEDULE INSPECTION OF ABANDONMENT
503-618-2626
FILE
NAM
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s\2.
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ision
cop
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)
PWS VERSION:
ABANDONMENT OF LAWN IRRIGATION
BACKFLOW ASSEMBLY
JAN 2019
514E
JIA
JAN 2020
SU
PP
LY F
LO
W
DRAIN TO
DAYLIGHT
PROVIDE HEAT AND
INSULATION
SCREEN
PIPE
"HOT-BOX" (OR APPROVED
EQUAL) ENCLOSURE WITH
REMOVABLE COVER
3" MIN.
12" MIN.
3" MIN.
3" MIN.
FILE
NAM
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(8.5
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CHES
)
PWS VERSION:
REDUCED PRESSURE PRINCIPLE SMALL
ASSEMBLY 2 1/2" AND SMALLER
JAN 2019
514F
WJA
JAN 2020
LADDER
SHUT-OFF
VALVE
(2 REQ'D)
ACCESS DOOR
3 GALVANIZED OR EPOXY
COATED "STAND-ON"
PIPE SUPPORTS OR APPROVED
EQUAL
FLOW
BORE
SIGHTED
DRAIN
FLANGE
COUPLING
ADAPTER (TYP)
OREGON HEALTH AUTHORITY
APPROVED ASSEMBLY
AND INSTALLATION
HOT BOX OR OTHER
APPROVED INSULATED
ENCLOSURE
PROPERTY
LINE
FLOW
RELIEF
VALVE
PROVIDE HEAT
AND INSULATION
GROUND
TOP VIEW
SIDE VIEW
NOTE:
FOR MORE DETAIL SEE PWS
502.03.05B
24" M
IN
12" MIN
6' M
IN
.
3" MIN. WHEN VALVE
IS FULLY OPEN
12" MIN
30" MAX
3" MIN
CITY OF
GRESHAM
STANDARDS
FILE
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)
PWS VERSION:
REDUCED PRESSURE PRINCIPLE ASSEMBLY
3" AND LARGER
JAN 2019
514G
WJA
JAN 2020
FLO
W
ME
TE
R V
AU
LT
BA
CK
FLO
W V
AU
LT
8" MIN.
AD
D E
XT
RA
G
RA
DE
R
IN
G F
OR
T
HE
B
AC
K F
LO
W
VA
ULT
A
S N
EE
DE
D T
O M
AIN
TA
IN
A
D
EE
PE
R
DE
PT
H T
O A
CC
OM
MO
DA
TE
D
RA
IN
AG
E F
RO
M
ME
TE
R V
AU
LT
.
MA
IN
TA
IN
M
IN
. 1%
S
LO
PE
OF
P
VC
P
IP
E F
RO
M T
HE
SU
MP
O
F M
ET
ER
V
AU
LT
T
O
TH
E B
AC
KF
LO
W V
AU
LT
A
S
SH
OW
N
CO
RE
D
RILL H
OLE
S IN
BA
CK
FLO
W V
AU
LT
S T
O
AC
CO
MO
DA
TE
P
VC
D
RA
IN
PIP
E F
RO
M M
ET
ER
V
AU
LT
.
SE
E D
ET
AIL 514A
F
OR
DR
AIN
AG
E R
EQ
UIR
EM
EN
TS
OF
B
AC
KF
LO
W V
AU
LT
SU
MP
P
UM
P D
RA
IN
LIN
E T
O D
AY
LIG
HT
FILE
NAM
E: y
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ects
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0 pw
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9 10
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AM, B
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CHES
)
PWS VERSION:
DRAINAGE ROUTE BETWEEN METER AND
BACKFLOW VAULTS
JAN 2019
514H
RWL
JAN 2020
3
-
1
/
2
"
C
/
L
H
O
L
E
C
/
LH
O
L
E
1-3/4"
AMI ANTENNA HOLE (1) 4-1/8"
DIA x 3/8" RECESSED HOLE
W/1-7/8" DIA BORE
STANDARD PICK
HOLE
NON-SKID SURFACE
NOTES:
1. BROOKS #37 CONCRETE METER BOX COVER, AS SHOWN FOR STD. W.M.
BOX LOCATIONS, PART #70CV028RR (OR APPROVED EQUAL).
2. FOR METER BOX COVERS LOCATED IN TRAFFIC ARES (I.E. DRIVEWAYS,
MOUNTABLE CURB, OR AREAS TO BE IMPACTED BY VEHICLE TRAFFIC)
DRIVEWAY COVER MUST BE 20 K RATED AND CAST IRON, AS SHOWN
FOR A BROOKS #37 CONCRETE METER BOX, PART #CI51009T&RO (OR
APPROVED EQUAL)
3
-
1
/
2
"
FILE
NAM
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)
PWS VERSION:
3/4" - 1" METER COVER
JAN 2019
515A
RWL
JAN 2020
2"
NOTES:
1. BROOKS #65-S COVER WITH CAST IRON #2 INSERT WITH TOUCH AND READ
HOLE.
2. FOR METER BOX COVERS LOCATED IN TRAFFIC AREAS USE BROOKS #65
CAST IRON FULL COVER WITH RADIO READ AND PICK HOLE.
#2 INSERT
NON-SKID SURFACE
STANDARD PICK HOLE
FILE
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9 10
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AM, B
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(8.5
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CHES
)
PWS VERSION:
1 1/2" - 2" METER COVER
JAN 2019
515B
KRB
JAN 2020
PR
IV
AT
EP
UB
LIC
1. THE IRRIGATION SYSTEM SHALL BE CONNECTED DOWNSTREAM OF THE DOMESTIC
SERVICE BACKFLOW PREVENTION ASSEMBLY (OPTION A) OR SHALL HAVE ITS OWN
DEDICATED METER (OPT. W/ ADD. SDC) AND BACKFLOW ASSEMBLY (OPTION B).
2. DOMESTIC AND FIRE SERVICE LINES 4" AND LARGER SHALL BE DUCTILE IRON FOR A
DISTANCE OF 5' MINIMUM DOWNSTREAM OF THE BACKFLOW VAULT.
3. PRIVATE FDC OR HYDRANT MUST BE LOCATED ON CUSTOMER SIDE OF BACKFLOW
ASSEMBLY.
A. EXISTING WATER MAIN.
B. SERVICE CONNECTION WET TAP BY
CITY APPROVED CONTRACTOR.
C. VALVE (TYPICAL).
D. DOMESTIC WATER SERVICE METER.
E. DOMESTIC SERVICE BACKFLOW
PREVENTION ASSEMBLY.
F. IRRIGATION BACKFLOW PREVENTION
ASSEMBLY.
G. PUBLIC FIRE HYDRANT (IF REQUIRED).
H. FIRE SERVICE BACKFLOW PREVENTION
ASSEMBLY.
I. RIGHT-OF-WAY LINE.
J. PERMANENT UTILITY EASEMENT MINIMUM
5' OUTSIDE OF FIRE SERVICE VAULT.
K. PRIVATE HYDRANT OR FIRE DEPT
CONNECTION (FDC) - REFER TO NOTE 3.
A
B
C
D
E
H
G
F
FIR
E S
ER
VIC
E LIN
E
DO
ME
ST
IC
S
ER
VIC
E LIN
E
IR
RIG
AT
IO
N S
ER
VIC
E
J
PO
WE
R/P
HO
NE
C
ON
DU
IT
S
K
MATERIALS:
NOTES:
I
18"
MIN
FILE
NAM
E: y
:\in
ter-
depa
rtm
enta
l\dev
elop
men
t eng
inee
ring
proj
ects
\pub
lic w
orks
stan
dard
s\2.
0 pw
s rev
ision
cop
y\de
tails
\500
_wat
er\w
ater
cad
\516
.dw
g, P
lott
ed 1
2/11
/201
9 10
:40
AM, B
y: K
imbe
rly B
oger
t, AN
SI A
(8.5
0 X
11.0
0 IN
CHES
)
PWS VERSION:
TYPICAL COMMERCIAL/INDUSTRIAL SERVICE
LAYOUT
JAN 2019
516
JIA
JAN 2020
GRADE
FINISHED
WATER MAIN
NOTES:
1. VALVE BOXES SHALL BE IN A VERTICAL
POSITION.
2. VALVE BOX TOP SHALL BE ADJUSTED TO
MEET FINISH GRADE.
3. PROVIDE 2' EXCESS TRACER WIRE BETWEEN
CONDUIT CAP AND LOCATE CLIP.
OR APPROVED EQUAL
TRACE-SAFE LOCATE CLIP
DRILLED HOLE IN CAP
TRACER WIRE THROUGH
1" PVC GLUED CAP
CLEAN NATIVE BACKFILL
1" PVC CONDUIT
SEE DETAIL 511 ("VANCOUVER"
STYLE VALVE BOX)
6"
6"
6"
24" MINIMUM
FILE
NAM
E: y
:\in
ter-
depa
rtm
enta
l\dev
elop
men
t eng
inee
ring
proj
ects
\pub
lic w
orks
stan
dard
s\2.
0 pw
s rev
ision
cop
y\de
tails
\500
_wat
er\w
ater
cad
\517
.dw
g, P
lott
ed 1
2/11
/201
9 10
:47
AM, B
y: K
imbe
rly B
oger
t, AN
SI A
(8.5
0 X
11.0
0 IN
CHES
)
PWS VERSION:
LOCATE WIRE BOX
JAN 2019
517
WJA
JAN 2020
