HomeMy WebLinkAbout2043-11I0-1/4" DIA, TRAFFIC BOX, BROOKS
N24- TT. SERIES. QUICKSET OR APPROVED
EQUAL
SET VALVE COVER 1/0" TO 1/4"
BELOW FINISHED ROAD SURFACE
SAME SLOPE AS ItOAD-
FINISHED ROAD SURFACE
FINISHED UNIMPROVED GROUND SURFACE
VALVE. BOX
INSTALLATION.
REVISION BY DATE
STANDARD DRAWING Will
UP TO 8
10" MIN._
FACE OF CURB
2
18 AND OVER
4
1
jz
3 1
1
2" STANDARD WEIGHT GALVANIZED STEEL NIPPLE TAPE WRAPPED.
4
1
2" GATE VALVE WITH 2" OPERATING NUT MUELLER A-2380-8.OR APPROVED EQUAL.
w
1
Q
6
VARIES
cis;
eii
1
:•,..; ,, :i:':
8
1
2" STANDARD WEIGHT GALVANIZED STEEL UNION.
-
CLASS C (2000 P,S.i. , 4.5 SACK) CONCRETE
•t
•'
10
1
-m
i ;' t� = •
-+'"•'
j'
1" STANDARD WEIGHT BLACK STEEL CLOSE NIPPLE AND 1"x2" STANDARD WEIGHT BLACK STEEL
INCREASER (FOR 1" AIR VALVE ONLY).
2" SQ. OPERATING NUT
1
Z
s
DIRT SHIELD
�::
i
1
I"DIAMETER STEEL
DOAORICATION.
�; ;' "+'• • i
tij
8 GUIDE (TYR)
i '
yo
MATCH SIDEWALK ELEVATION
AIR VALVE COVER AND CONCRETE PAD PER STANDARD DRAWING W121.
'r
PRIMERTAFNTER
w
3.4
66_MINIMUM
BACK OF SIDEWALK
PROPERTY LINE
8' SIDEWALK OR GREATER
AIR VALVE COVER AND PAD
PLATE
' •,'::
PER STANDARD DRAWING WI21.
I�� FLAT WASHER (LOOSE ON TOP OF PLATE)
,,
18 FOR I OR 2 AIR VALVE
a
WITH 1 1%8"
5' SIDEWALK
24" FOR 4" AIR VALVE
I
FACE OF CURB
CENTER HOLE
`
o
►i '~':t �'
, •4. '. r
PER STANDARD DRAWING W121.
I" FLAT WASHER(WELDED TO SHAFT)
tji
IL
1) SET BACK OF PAD 6" FROM PROPERTY LINE WHEN THERE
IS NO EXISTING CURB.
10'-0° MAX.
PLACE AGAINST UNDISTURBED
m
00
EARTH, OR REPLACED EARTH
%�
HAVING 90% RELATIVE
CENTER AND PLUMB VALVE BOX
COMPACTION, MINIMUM.
OVER VALVE OPERATING NUT.
j'-A
,
Q:
8" I.D. X 9-3/4" O.D. (MAXIMUM)
i
ui
CLASS 150 ASBESTOS CEMENT,
CONCRETE PIPE CYLITER OR
DIRT SHIELD
m
SCH.40 PVC
t3 GUIDE (TYP.)
_j
WELD BEAD 0 INSIDE OF OPERATING
v�
NUT CAP.
X
r
ca
u,
SLEEVE 'TO BEAR N VALVE HOUSING
�_j
—
—
OR VALVE BONNET.
a
w
J
i
o S
WATERMAIN
NOTES
90
h�
1) EXTENSION ROD REQUIRED WHENEVER TOP OF VALVE IS 3' OR MORE BELOW FINISHED GROUND SURFACE.
WHEN EXTENSION ROD IS REQUIRED, OPERATING
NUT SHALL BE 12" BELOW TOP OF TRAFFIC BOX.
REQUIRED LENGTH FOR EXTENSION ROD SHALL BE DETERMINED BY FIELD MEASUREMENT.
2) EXTENSION ROD
SHALL BE ATTACHED TO VALVE OPERATING NUT BY WELDING SMALL BEAD AROUND INSIDE OF
OPERATING NUT CAP 1/2" TO 3/4" IN FROM END.
EXTENSION ROD SHALL BE.DRIVEN ON OPERATING NUT
TO PRODUCE A
3) -TRAFFIC BOX
TIGHT FRICTION FIT. '
COVERS FOR FIRE HYDRANT INSTALLATIONS SHALL BE PAINTED IN ACCORDANCE WITH THE
BASIC PAINTING SPECIFICATIONS. THE FINAL TWO
COATS SHALL BE SUNSET YELLOW (RUST-OLEUM NUMBER
7745)
VALVE. BOX
INSTALLATION.
REVISION BY DATE
STANDARD DRAWING Will
AIR VALVE LOCATION
STANDARD DRAWING W 119
REVISION BY DATE
1MPFiDVEO GROUND SURFACE FINISHED UNIMPROVED
GROUND SURFACE
ter, �16
VALVE BOX INSTALLATION PER
STANDARD DRAWING Will.
:
A.W.W.A. C-509 FLANGED GATE VALVE
EPDXY LINED AND COATED (12 MILS)
FLANGE REQUIRED FOR
WELDED STEEL WATERMAIN
INSTALLATION.
STEEL FLANGED COUPLING ADAPTER,
ROCKWELL No. 912, 'DRESSER' OR
/APPROVED -EQUAL REQUIRED FOR
ASBESTOS CEMENT WATERMAIN.
ti
R f
ASBESTOS CEMENT WATERMAIN WELDED STEEL WATERMAIN
0
° 0w
1i.
a
j
NOTES - -
1) GATE VALVES SHALL BE RESILIENT WEDGE VALVES IN ACCORDANCE WITH AWWA C-509. -VALVES- SHALL ;BE WATEROUS,
CLOW, M&Il OR APPROVED EQUAL. (VALVE STEM SHALL BE NONRISING WITH 2" SQUARE OPERATING NUT AND SHALL
TURN -COUNTERCLOCKWISE TO OPEN.)
2) BOLTS SHALL BE STANDARD. IIEX HEAD MACHINE PER ASTM A-307,' GRADE "B", HEX NUTS SHALL BE COLD -PRESS
SEMI-FINISIIED STEEL PER ASTM A-194, GRADE "211". TIIREADS SHALL BE LUBRICATED WITH GRAPHITE AND O.I.L.
AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE FIELD COATED WITH AN APPROVED BITUMASTIC.
3) ALL GATE VALVES LARGER THAN 12" SHALL HAVE A 4" BYPASS VALVE. SAID BYPASS VALVE SHALL MEET SAME
SPECIFICATIONS AS MAINLINE VALVE. -
PRECAST CONCRETE VAULT BROOKS
733A, QUICKSET, OR APPROVED EQUAL
WITH 3/e' SOLT-DOWN DIAMOND PLATE
39-3/4 ' STEEL COVER
SQUARE FINISHED GfIW4D SURFACE
SLOPE TO DRAIN
sov
v •, U ,�7�j �j
SQUARE
`tl •
o•.
= I
v
•p .� ••'
UP TO 8
AIR VALVE COVER AND PAD
',','s
PER STANDARD DRAWING WIZL52
FACE OF CURB
2
18 AND OVER
4
1
jz
3 1
1
2" STANDARD WEIGHT GALVANIZED STEEL NIPPLE TAPE WRAPPED.
4
1
2" GATE VALVE WITH 2" OPERATING NUT MUELLER A-2380-8.OR APPROVED EQUAL.
w
1
Q
6
VARIES
cis;
eii
1
:•,..; ,, :i:':
8
1
2" STANDARD WEIGHT GALVANIZED STEEL UNION.
:. ;:?.'�,,
1
•t
•'
10
1
-m
i ;' t� = •
-+'"•'
j'
1" STANDARD WEIGHT BLACK STEEL CLOSE NIPPLE AND 1"x2" STANDARD WEIGHT BLACK STEEL
INCREASER (FOR 1" AIR VALVE ONLY).
MATCH SIDEWALK ECEVATI1D6r.
1
:'�" _
_ R
�::
BACK OF SIDEWALK
18" FOR 1" OR 2" AIR VALVE
1
a•
�; ;' "+'• • i
24" FOR 4'• AIR VALVE
::;
i '
yo
MATCH SIDEWALK ELEVATION
AIR VALVE COVER AND CONCRETE PAD PER STANDARD DRAWING W121.
'r
BUTTERFLY
3.4
66_MINIMUM
BACK OF SIDEWALK
PROPERTY LINE
8' SIDEWALK OR GREATER
AIR VALVE COVER AND PAD
,'• •; •
' •,'::
PER STANDARD DRAWING WI21.
,,
18 FOR I OR 2 AIR VALVE
5' SIDEWALK
24" FOR 4" AIR VALVE
FACE OF CURB
AIR VALVE LOCATION
STANDARD DRAWING W 119
REVISION BY DATE
1MPFiDVEO GROUND SURFACE FINISHED UNIMPROVED
GROUND SURFACE
ter, �16
VALVE BOX INSTALLATION PER
STANDARD DRAWING Will.
:
A.W.W.A. C-509 FLANGED GATE VALVE
EPDXY LINED AND COATED (12 MILS)
FLANGE REQUIRED FOR
WELDED STEEL WATERMAIN
INSTALLATION.
STEEL FLANGED COUPLING ADAPTER,
ROCKWELL No. 912, 'DRESSER' OR
/APPROVED -EQUAL REQUIRED FOR
ASBESTOS CEMENT WATERMAIN.
ti
R f
ASBESTOS CEMENT WATERMAIN WELDED STEEL WATERMAIN
0
° 0w
1i.
a
j
NOTES - -
1) GATE VALVES SHALL BE RESILIENT WEDGE VALVES IN ACCORDANCE WITH AWWA C-509. -VALVES- SHALL ;BE WATEROUS,
CLOW, M&Il OR APPROVED EQUAL. (VALVE STEM SHALL BE NONRISING WITH 2" SQUARE OPERATING NUT AND SHALL
TURN -COUNTERCLOCKWISE TO OPEN.)
2) BOLTS SHALL BE STANDARD. IIEX HEAD MACHINE PER ASTM A-307,' GRADE "B", HEX NUTS SHALL BE COLD -PRESS
SEMI-FINISIIED STEEL PER ASTM A-194, GRADE "211". TIIREADS SHALL BE LUBRICATED WITH GRAPHITE AND O.I.L.
AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE FIELD COATED WITH AN APPROVED BITUMASTIC.
3) ALL GATE VALVES LARGER THAN 12" SHALL HAVE A 4" BYPASS VALVE. SAID BYPASS VALVE SHALL MEET SAME
SPECIFICATIONS AS MAINLINE VALVE. -
PRECAST CONCRETE VAULT BROOKS
733A, QUICKSET, OR APPROVED EQUAL
WITH 3/e' SOLT-DOWN DIAMOND PLATE
39-3/4 ' STEEL COVER
SQUARE FINISHED GfIW4D SURFACE
SLOPE TO DRAIN
sov
v •, U ,�7�j �j
SQUARE
`tl •
o•.
= I
v
•p .� ••'
UP TO 8
AIR VALVE COVER AND PAD
',','s
PER STANDARD DRAWING WIZL52
o •e'• �.. L•
p•
2
18 AND OVER
4
1
jz
3 1
1
2" STANDARD WEIGHT GALVANIZED STEEL NIPPLE TAPE WRAPPED.
4
1
2" GATE VALVE WITH 2" OPERATING NUT MUELLER A-2380-8.OR APPROVED EQUAL.
w
1
Q
6
VARIES
alw
eii
1
2" STANDARD WEIGHT GALVANIZED STEEL 900 ELL TAPE WRAPPED.
8
1
2" STANDARD WEIGHT GALVANIZED STEEL UNION.
lJ
1
•t
•'
10
1
-m
i ;' t� = •
-+'"•'
1
1" STANDARD WEIGHT BLACK STEEL CLOSE NIPPLE AND 1"x2" STANDARD WEIGHT BLACK STEEL
INCREASER (FOR 1" AIR VALVE ONLY).
MATCH SIDEWALK ECEVATI1D6r.
1
:'�" _
_ R
ON ALL SIDES
2" STANDARD WEIGHT BLACK STEEL NIPPLE.
_ :• 's.1If'F R 1"6;9 2"AIR VALVE
1
2" STANDARD WEIGHT BLACK STEEL 900 ELL.
�; ;' "+'• • i
12
24 fOfr4 AIR -.VALVE
33 - 42
7
AIR VALVE COVER AND CONCRETE PAD PER STANDARD DRAWING W121.
16
BUTTERFLY
3.4
66_MINIMUM
BACK OF SIDEWALK
PROPERTY LINE
8' SIDEWALK OR GREATER
w
a5'`
52
FACE OF CURB
or
af�
•' '
,,
18 FOR I OR 2 AIR VALVE
MATCH ELEVATION OF CURB
24" FOR 4" AIR VALVE
O, i' •• N
AIR VALVE COVER AND PAD
►i '~':t �'
, •4. '. r
PER STANDARD DRAWING W121.
NO SIDEWALK
NOTE:
1) SET BACK OF PAD 6" FROM PROPERTY LINE WHEN THERE
IS NO EXISTING CURB.
AIR VALVE LOCATION
STANDARD DRAWING W 119
REVISION BY DATE
1MPFiDVEO GROUND SURFACE FINISHED UNIMPROVED
GROUND SURFACE
ter, �16
VALVE BOX INSTALLATION PER
STANDARD DRAWING Will.
:
A.W.W.A. C-509 FLANGED GATE VALVE
EPDXY LINED AND COATED (12 MILS)
FLANGE REQUIRED FOR
WELDED STEEL WATERMAIN
INSTALLATION.
STEEL FLANGED COUPLING ADAPTER,
ROCKWELL No. 912, 'DRESSER' OR
/APPROVED -EQUAL REQUIRED FOR
ASBESTOS CEMENT WATERMAIN.
ti
R f
ASBESTOS CEMENT WATERMAIN WELDED STEEL WATERMAIN
0
° 0w
1i.
a
j
NOTES - -
1) GATE VALVES SHALL BE RESILIENT WEDGE VALVES IN ACCORDANCE WITH AWWA C-509. -VALVES- SHALL ;BE WATEROUS,
CLOW, M&Il OR APPROVED EQUAL. (VALVE STEM SHALL BE NONRISING WITH 2" SQUARE OPERATING NUT AND SHALL
TURN -COUNTERCLOCKWISE TO OPEN.)
2) BOLTS SHALL BE STANDARD. IIEX HEAD MACHINE PER ASTM A-307,' GRADE "B", HEX NUTS SHALL BE COLD -PRESS
SEMI-FINISIIED STEEL PER ASTM A-194, GRADE "211". TIIREADS SHALL BE LUBRICATED WITH GRAPHITE AND O.I.L.
AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE FIELD COATED WITH AN APPROVED BITUMASTIC.
3) ALL GATE VALVES LARGER THAN 12" SHALL HAVE A 4" BYPASS VALVE. SAID BYPASS VALVE SHALL MEET SAME
SPECIFICATIONS AS MAINLINE VALVE. -
PRECAST CONCRETE VAULT BROOKS
733A, QUICKSET, OR APPROVED EQUAL
WITH 3/e' SOLT-DOWN DIAMOND PLATE
39-3/4 ' STEEL COVER
SQUARE FINISHED GfIW4D SURFACE
SLOPE TO DRAIN
sov
v •, U ,�7�j �j
SQUARE
`tl •
o•.
= I
v
•p .� ••'
UP TO 8
1
o •e'• �.. L•
p•
2
18 AND OVER
4
1
2" STANDARD WEIGHT GALVANIZED STEEL 900 STREET ELL, TAPE WRAPPED.
3 1
1
2" STANDARD WEIGHT GALVANIZED STEEL NIPPLE TAPE WRAPPED.
AI
WELL COMPACTED EARTH,
90% MINIMUM
CLASS C (2000PSA, 4.5SACK)t MINIMUM
CONCRETE FOUNDATION SECTION "A -A"
47-1/2"
SQUARE
�• o 3
• •o
uA�j •° uA"
ii ° 4
12" MINIMUM o,
23-1/2" � .. .
o. •• SQUARE p' N2 4 REINFORCING BAR
LZ
PLAN VIEW
NOTES
1) DEPTH OF VAULT SHALL BE INCREASED BY ADDITION OF 12•' OR 16" SECTIONS, AS' SPECIFIED.
2) VAULTS LOCATED IN SIDEWALK AREAS SHALL HAVE A SIDEWALK FRAME AND COVER,
PARKWAY VAULT
STANDARD DRAWING ` W' 141
REVISION BY DATE ,: .
PIPELINE SIZE AIR VALVE SIZE
(INCHES) (INCHES)
UP TO 8
1
10 - 16
2
18 AND OVER
4
ITEM
NUMBER
REQUIRED
DESCRIPTION
1
1
2" TOP OUTLET PER STANDARD DRAWING W123.
2 1
1
2" STANDARD WEIGHT GALVANIZED STEEL 900 STREET ELL, TAPE WRAPPED.
3 1
1
2" STANDARD WEIGHT GALVANIZED STEEL NIPPLE TAPE WRAPPED.
4
1
2" GATE VALVE WITH 2" OPERATING NUT MUELLER A-2380-8.OR APPROVED EQUAL.
5
1
VALVE BOX,, PER STANDARD DRAWING W111.
6
VARIES
2" STANDARD WEIGHT GALVANIZED STEEL PIPE TAPE WRAPPED EXCEPT ABOVE CCINC RVETR,
7
1
2" STANDARD WEIGHT GALVANIZED STEEL 900 ELL TAPE WRAPPED.
8
1
2" STANDARD WEIGHT GALVANIZED STEEL UNION.
9
1
2"xl" STANDARD WEIGHT GALVANIZED STEEL BELL REDUCER AND 1" CLOSE NIPPLE (FOR 1"
AIR VALVE ONLY).
10
1
COMBINATION AIR RELEASE AND VACUUM VALVE, APCO (-NUMBER 143C FOR 1" AIR VALVE,
NUMBER 145C FOR 2" AIR VALVE) OR APPROVED EQUAL, SIZE AS SPECIFIED.
11
1
1" STANDARD WEIGHT BLACK STEEL CLOSE NIPPLE AND 1"x2" STANDARD WEIGHT BLACK STEEL
INCREASER (FOR 1" AIR VALVE ONLY).
12
1
2" STANDARD WEIGHT BLACK STEEL 900 STREET ELL.
13
1
2" STANDARD WEIGHT BLACK STEEL NIPPLE.
14
1
2" STANDARD WEIGHT BLACK STEEL 900 ELL.
11
12
AIR VALVE SCREEN PER STANDARD DRAWING W120.
33 - 42
7
AIR VALVE COVER AND CONCRETE PAD PER STANDARD DRAWING W121.
4" FOR 1" OR 2" AIR VALVE
6" FOR 4" AIR VALVE
STANDARD WEIGHT PIPE
2;: DIAMETER FOR I" OR 2" AIR VALVE
4 DIAMETER FOR 4 AIR VALVE
10 GAGE STEEL ROUND PLATES WITH
OPENING TO MATE STANDARD WEIGHT PIPE
1/2" WIDE STAINLESS STEEL BANDS,
BAND -IT OR APPROVED EQUAL
(TYPICAL OF 2 )
10 GAGE FLAT EXPANDED METAL MESH
(3/4 OPENING), TACK WELDED TO
STEEL PLATES
22 GAGE 8 X 8 BRONZE OR
BRASS WIRE CLOTH
IO GAGE STEEL 'ROUND PLATE
NOTES
1) AIR VALVE SCREEN (EXCEPT WIRE CLOTH AND STAINLESS STEEL BANDS) SHALL BE PAINTED IN ACCORDANCE-
WITH
CCORDANCEWITH THE BASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS
NUMBER 111).
AIR VALVE SCREEN
STANDARD DRAWING W120
REVISION BY GATE
W
• J
a z6"
• o, LOC T_*N CF METER BOX ALONG UN
FINISHED ROADWAYS
GROUND
SURFACE SIDEWALK
o .1'(5
WELL COMPACTED EARTH
CUSTOMER FURNISHED AND INSTALLED
SERVICE PIPING BY CITY
I
13"� 1" •
6" CHISEL 1-1/2"HIGH "W"ON CURB
- OVER SERVICE ALIGNMENT AT
METER LOCATION.
DI
�I
30°
10°
A58ESTOS CEMENT
OR WEL ED STEEL
WATERMAIN
1 l () '•
ITF_.K
ttUHBER Crr ,
17�� 1711011
I
1 FLANGED TANCEttT[AL SIDE OUTLET ON WELDED STEEL 0ATERHAIti OR FLAlICED CAST IRON TEE WITH
D CA$7 IRON h5' E(,L ON ASBESTOS CEt1EtfT i AYEWI
VALVE
Q-VA1VE CER STAtIDARD DItAW111C W109 011-51'1DRAWING
BLOWOFF
VALVE BOX 1ML1ATION PER_0AM)j
SIZE;
(INCHES)
VARIES_ IQf:�Et1E1iLt14fiTAB�Wt(ElLAt1R�E11Et3T_1i4$tAE COALED uF�LQEQ ;:IEfL P1AND FITTINGS.
F, u
1
OUTLET
SIZE
(INCHES)
LIND F1.4&E WITH 3/E" DIAHETE11MEE.,MLE,
TYPE
1 S WI7H 2" SQL 1L7OLAI(D PL
L
PUMPER
WELL SIZE
(INCHES)
RD DRAWING W14
!0
2 1 PROVIDE 2" CITE -TO -FIT SNIP FLANGE' LOOSE,
4" FOR 1" OR 2" AIR VALVE
6" FOR 4" AIR VALVE
STANDARD WEIGHT PIPE
2;: DIAMETER FOR I" OR 2" AIR VALVE
4 DIAMETER FOR 4 AIR VALVE
10 GAGE STEEL ROUND PLATES WITH
OPENING TO MATE STANDARD WEIGHT PIPE
1/2" WIDE STAINLESS STEEL BANDS,
BAND -IT OR APPROVED EQUAL
(TYPICAL OF 2 )
10 GAGE FLAT EXPANDED METAL MESH
(3/4 OPENING), TACK WELDED TO
STEEL PLATES
22 GAGE 8 X 8 BRONZE OR
BRASS WIRE CLOTH
IO GAGE STEEL 'ROUND PLATE
NOTES
1) AIR VALVE SCREEN (EXCEPT WIRE CLOTH AND STAINLESS STEEL BANDS) SHALL BE PAINTED IN ACCORDANCE-
WITH
CCORDANCEWITH THE BASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS
NUMBER 111).
AIR VALVE SCREEN
STANDARD DRAWING W120
REVISION BY GATE
W
• J
a z6"
• o, LOC T_*N CF METER BOX ALONG UN
FINISHED ROADWAYS
GROUND
SURFACE SIDEWALK
o .1'(5
WELL COMPACTED EARTH
CUSTOMER FURNISHED AND INSTALLED
SERVICE PIPING BY CITY
I
13"� 1" •
6" CHISEL 1-1/2"HIGH "W"ON CURB
- OVER SERVICE ALIGNMENT AT
METER LOCATION.
DI
�I
30°
10°
A58ESTOS CEMENT
OR WEL ED STEEL
WATERMAIN
1 l () '•
ITF_.K
WATERMAIN
DESCRIPTION
1
VALVE
1" SERVICE CONNECTION PER STANDARD DRAWING W124 OR STANDARD DRAWING
W125
BLOWOFF
THRUST
BLOCK
SIZE;
(INCHES)
MINIMUM
FLOWI,INE
DEPTH
(FEET)
OUTLET
SIZE
(INCHES)
SIZE
(INCHES)
TYPE
RUN
SIZE
(INCHES)
PUMPER
WELL SIZE
(INCHES)
D
(FEET)
6
5.1
6
6
GATE
6
8
2
8- 12
5.2
4
4
GATE
4
8
2
14 - 20
5.3
8
8
GATE
8
8
2
24 - 30
5.8
12
12
BUTTERFLY
12
12
2.7
33 - 42
7
16
16
BUTTERFLY
3.4
4" FOR 1" OR 2" AIR VALVE
6" FOR 4" AIR VALVE
STANDARD WEIGHT PIPE
2;: DIAMETER FOR I" OR 2" AIR VALVE
4 DIAMETER FOR 4 AIR VALVE
10 GAGE STEEL ROUND PLATES WITH
OPENING TO MATE STANDARD WEIGHT PIPE
1/2" WIDE STAINLESS STEEL BANDS,
BAND -IT OR APPROVED EQUAL
(TYPICAL OF 2 )
10 GAGE FLAT EXPANDED METAL MESH
(3/4 OPENING), TACK WELDED TO
STEEL PLATES
22 GAGE 8 X 8 BRONZE OR
BRASS WIRE CLOTH
IO GAGE STEEL 'ROUND PLATE
NOTES
1) AIR VALVE SCREEN (EXCEPT WIRE CLOTH AND STAINLESS STEEL BANDS) SHALL BE PAINTED IN ACCORDANCE-
WITH
CCORDANCEWITH THE BASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS
NUMBER 111).
AIR VALVE SCREEN
STANDARD DRAWING W120
REVISION BY GATE
W
• J
a z6"
• o, LOC T_*N CF METER BOX ALONG UN
FINISHED ROADWAYS
GROUND
SURFACE SIDEWALK
o .1'(5
WELL COMPACTED EARTH
CUSTOMER FURNISHED AND INSTALLED
SERVICE PIPING BY CITY
I
13"� 1" •
6" CHISEL 1-1/2"HIGH "W"ON CURB
- OVER SERVICE ALIGNMENT AT
METER LOCATION.
DI
�I
30°
10°
A58ESTOS CEMENT
OR WEL ED STEEL
WATERMAIN
1 l () '•
ITF_.K
NUMBER
REQUIRED
DESCRIPTION
1
1
1" SERVICE CONNECTION PER STANDARD DRAWING W124 OR STANDARD DRAWING
W125
2
VARIES
1" TYPE "K" • SOFT COPPER TUBING OR -APPROVED £QUAL.,
3
1 1
1" ANGLE METER STOP, JONES J-1525, OR APPROVED EQUAL.
4
1
METER SIZE AND TYPE AS SPECIFIED.
5
1
CONCRETE METER BOX WITH CAST IR014 COVER, BROOKS 33T, QUIYSET W-20.10,
OR APPROVED EQUAL.
6
1 1" STANDARD WEIGHT BRASS PIPE, 12" LANG.
7
1 1" CUSTOMER SERIVCE VALVE, OHIO 4301X, OR APPROVED EQUAL.
8
1 VALVE BOX BROOKS 1 -RD, QUIYSET, OR APPROVED EQUAL.
NOTES:
1) COPPER SERVICE TUBING SHALL BE LAID STRAIGHT AND AT RIGHT ANGLES TO THE WATERMAN.
2) METER BOX SHALL BE AT LEAST 5' FROM EDGE OF DRIVEWAY (CURB DROP) OR FROM DRIVEWAY
RADIUS.
3) PIPE THREADS SHALL BE CLEAN AND SHARP AND SEALED WITH AN APPROVED JOINT COMPOUND.
4) ONE INLINE COUPLING PER SERVICE IS ALLOWED, COUPLING TO BE JONES J-1528 OR
APPROVED EQUAL.
I" SINGLE SERVICE INSTALLATION
STANDARD DRAWING W126
�.201h —� w I -- -- ------------ ------ - ---- - ----
E)(p X3093 — - j H 9 -0 — �E� 201 _ DAT E
LAND SURVEYORS Designed b y=
� MY REGI STRAT 10 I RE5- °9 = 30 = 93�
s�q CN11. �,���' - 2002 IOWA AVE. SUITE 110 e
r�QF C�`��o RIVERSIDE. CALIFORNIA 92507 Checked by,
(714) 276-8760 G ,.5 Approve
�c