HomeMy WebLinkAboutS-33960248" MH
54" MH
60" MH
*A' -
I 'B'
I 'C'
MANHOLE FRAME AND COVER
'E'
48
6 MIN.
5 MIN
6•
ii
54" _
8" MIN.
SEE DRAWING BR29
24" MIN.
24" I.D.
2.
8" MIN,
6" MIN,
42" MIN.
30" I.D.
3.
(SP PAGE B074)
4' 90' SEND (MJ)
2"x2x2 TEE 2" UNION
12"
MAX
117'*x30" PLASTIC METER BOX EQUAL TO MID STATES
...... "
24
.......
ALL JOINTS SHALL BE GROUTED.
ADJUSTMENT (4' MIN.)
IRON DIAMOND PLATE. 18'x31' MSCBC 173OR
13 LF 4" O.I.
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
2- BRONZE GATE VALVE, SCREWED EQUAL
12*
CONE
TO RED-WHITE VALVE CORP. FIG NO. 280
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE,
'Do
2' RESILIENT SEAT GATE VALVE WITH
If
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
4" Fl. MJ ADAPTOR
12" MAX.
THREADED ENDS
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE,
SANITARY MANHOLE
• 2' 4
I
RUBBER GASKETED JOINTS IN
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
NIPPLE BETWEEN SENDS
APPROVED EQUAL.
TYPICAL DETAIL
CLOSE NIPPLE
ACCORDANCE WITH ASTM C-443
MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A -SURETRACK- CLIMBING
0 a"
a 0 V �
7
AND FALL PROTECTION SYSTEM INSTALLED,
I.P. THREAD TO COPPER, EQUAL
ADOPTED
To FORD FB 500.
2" TYPE K SOFT,
Ci
CITY OF RENTON
2" GALVANIZED IRON PIPE
18' LONG DOLIDLE STRAP SERVICE CLAMP WITH 2"
70 BUILDING
IPS TAP TO FIT, EQUAL TO MUELLER CO.
_d
(THREADED)
STANDARD PLANS
IPS TAP TO FIT, EQUAL TO MUELLER CO.
BY PASS NOT ALLOWED
LST DATE: 04/04
AIR AND VACUUM VALVE 2" ASSEMBLY
STEPS - 3/4" DEFORMED BAR
FOR IRRIGATION METERS
0/0 Revigsd.,notes.
108
13
2'
1
CRUSHED ROCK BASE
STEPS SHALL BE INCLUDED
O 7/961 Added notes.
TO SUPPORT VAULT.
DWG.
NAME: 6071 SP
PAGE:B071
1-1 /2" AND RVIrE TAI
A-A
NOTE
MATERIAL
LIST FOR r $ERVICE WITH METER LOCATED RIGHT-OF-WAY BEHIND SIOEWAt1f DRILL 1-5/8- DIA. HOLE FOR
PRIVATE
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
TOUCHREAD DEVICE
CONCRETE RISER BY PIPE INC,,
PIPING
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
7' MIN.
2" topped tee on new water meter.
CAN BE INSTALLED.
LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN
2.
OR APPROVED EQUAL.
4' TEE
REQUIRED WITH
PRECAST CONCRETE VAULT WITH 2 3"x3* HINGED STEEL (FL)
3.
2" resilient seat valve with threaded ends, square operating nut and valve nut extension if
PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-Cr.
A
(EQUAL TO PIPE INC.. OR UTILITY VAULT NTH
required (dwg BR41/page 8090),
57-7L-8, 2 3*0 DIAMOND PLATE DOORS) TOUCHREAD PITUD SENSOR
MOUNTED ON STEEL
PLATE
4.
Two piece cost Iron valve box. Standard 8* top section with regular base section, length to
NON-RISING STEM WITH HAND WHEEL
EQUAL TO OLYMPIC FOUNDRY CO.
EQUAL TO MUELLER CO.A-2380 -6.
STANDARD 0' TOP SECTION, WITH
fit. lug' type cover.
REGULAR BASE SECTION LENGTH TO FIT.
5.
2" brass bushing (MIPT x FIPT) 2 each 2' brass or bronze nipples 6* length, threaded ends 2
TYPICAL RIB
6- OR 4- (FLxPE) CEMENT LINED
r.
each 2'-90* brass or bronze elbows (FIPT x FIPT)
2-1/2- MIN. FROM N ST
LONG WITH COLLAR 20' FROM P.E.
6.
2* (MIPT) x compression fitting, Ford C84-66 or equal.
AND FRONT EDGE OF PIT UD
VALVE NUT EXTENSION IF REWIRED
7.
2* soft copper type K or brass nipples, length to fit.
L
(DWG BR46/PAGE BODO)
S.
2" threaded brass 90' ell.
12" (TYP)
2' Customsetter with by-puss Ford VSH 86-128-11-77 (17-3/16') or McDonald brass
MAX.. PIPE SIZE 'E'
3OB715WDFF775, with flanged
10
angle ball valve and padlock wings on inlet, and angle check valve outlet, boll volve on bypass
5-
with padlock wings. Customsetter shall have vertical Inlet and outlet.
LADDER-STD. ALUMINUM
(FLxMi) EQUAL TO MUELLER
10.
Rigid meter spreader to be supplied and installed In meter Better by contractor.
11.
Water meter shall be supplied and installed by City of Renton upon payment of oil related
OR GALVANIZED STEEL
meter fee and satisfactory pressure and purity tests.
12.
17N30" equal to Mid-States, Plastics, Inc, BCF Series MSSCF 1730-18 with 2* thick Ductile
CONCRETE SHELF
;al
MORTAR FILLET -\
1-5/8' drilled hole for touchread pit lid, and meter read lid.
13.
2" coupling (compression x FIPT) with 2* pfug (MIPT), Ford C-14-66 or equal. The property
owner Is responsible for any necessary adaptation or extension of water service.;
"SERVICE
MA
RIAL LIST FOR 1-1 WITH METER LOCATED IN RIGHT-2L-WAY BEHIND SIDEWALK
1,
2' topped tee on new water main
1%
4' long X 2" brass nipple with threaded ends (MIPT),
3.
PRECAST BASE SECTION
required (dwg BR46/poga 8090).
4.
Two piece cost iron valve box. Standard 8" top section with regular base section,
OR CAST IN SHELF.
length to fit. "lug" type cover.
5.
2* X 1-1/2' hex brass bushing (MIPT x FIPT)
TO BUILDING
FLOW
2 each 1-1/2* brass or bronze nipples 6" length, threaded ends
. . . . . . . . ...
2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIPT)
6.
1- 1 /2" (MIPT) x compression fitting, Ford C84-66 or equal.
.4
4 A'
12' AROUND
7.
1- 1 /2' soft copper type K or brass nipples, length to fit.
8.
1-1/2" pack-joint 90' ell, for Ford L44-77 or equal,
9.
1-1/2' Customsetter with by -pass Ford 'YBH 66-12B x 13-3/16' or McDonald brass, with
6"
MIN. (TYP)
angle boll valve and padlock wings on inlet, and angle check volve outlet, boll valve on bypass
dTY
PRIVATE
with padlock wings. Customsetter shall hove vertical inlet and outlet.
10.
Rigid meter spreader to be supplied and installed in meter setter by contractor.
11.
Water meter shall be supplied and installed by City of Renton upon payment of oil
SANITARY
MANHOLE TYPICAL
DETAIL
related water meter fee and satisfactory pressure and purity tests.
12.
17*x30' equal to Mid-States Plastics, Inc. BCF Series MSBCF 1730-18 with 2' thick Ductile
iron damond plate cover 18 *x31* equal to Mid-Skates Plastics, Inc. MSCBC-1730-R with
NOT
TO SCALE
1-5/8' drilled hole for touchread pit lid and meter read lid.
13.
1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The 1-1/2,1
& 2" WATER SERVICE DETAIL
48" MH
54" MH
60" MH
*A' -
I 'B'
I 'C'
'D'
'E'
48
6 MIN.
5 MIN
ii
54" _
8" MIN.
5.5'
24" MIN.
24" I.D.
2.
8" MIN,
6" MIN,
42" MIN.
30" I.D.
FIRE HYDRANT SHALL BE COREY-TYPE, EQUAL TO IOWA F-5110 OR
COMPRE$SION' TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6 MECHANICAL
JOINT INLET, WITH LUGS. 5 -1/4' MAIN VALVE OPENING.. TWO 2-1/2'
HOSE CONNECTIONS NATIONAL STANDARD: THREADS- 4' PUMPER
CONNECTION- CITY OF SEATTLE THREADS NTH A STORZ ADAPTOR,
4.870' SEATTLE THREAD X 5* STORZ. ATTACHED WITH 1/8-.STAINLESS
STEEL CABLE. 1-1/4' PENTAGON OPERATING 'NUT, FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-wMOORE/PRESEIRVATIVE
PAINT No. 5780-563 DTM ACRYLIC. GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CE ROADWAY OR AS
CONNE07ION TO FA
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
-18" TO 20* BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO, STANDARD 8' TOP SECTION
4.875' x V* STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
o EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090).
MAX kX4:� RAISED PAVEMENT MARKER TYPE 88
A
MIN 2�1 A8 STIMSONITE TWO-WAY BLUE.
42* MIN CONCRETE BLOCKING
BURY
MAIN LINE TEE. WITH 6' FLANGE SIDE OUTLET.
6- GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6' DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT
16' x 8" x 4' 2-3/4- COR-TENISTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
MININUM CONCRETE
BLOCK UNDER
HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8-) MIN.
11' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS LEVEL ALL GROUND
MIN 3' RADIUS
1 4.875* x 5'
STORZ
6 1 ONE MAN ROCK
FILL
CUT
HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL
o ADOPTED
Cm OF RENTON
n.
STANDARD PUNS
LST DATE: 04/04
NAME; B102 SP PAGE: B102 r",
IO REVIS
N 191 _PR DWG.
No'.o.
A A
L A
I I - 2'- 0"
10
CONCRETE
CLASS 3000
----------- I
1-4-3/4"
12"0
SECTION A -A FIBER JOINT WATER TIGHT
PACKING PLUG
B B
1 45- (1/8) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
24
SECTION B -6
i
fi
CAST IRON RING AND COVER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
j
NOTES:
1. 6" CLEANOLIT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC. 6 INCH CLEANOUT
No. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2, IN UNIMPROVED AREAS, POUR A V-O' THICK, 2'-0" SQUARE
CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND ADOPTED
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
I04/10/03 _Revised notes. JOH DMC
110/17/96 Added notes. DCV AG DWG. NAME: 8076 SP PAGE: 8076
Py APPI47)
iiffl
2" OPEN PATTERN, RETURN BEND - 180*
2" GALVANIZED IRON PIPE FIELD LOCATE
NOTES
Q6WBQ VALVE BOX SHOULD NOT REST ON
ii
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL.
INSTALLATION, GROUT AROUND PIPE.
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED,
2" BEEHIVE STRAINER SHORT NIPPLE
SHACKLE RODS PER CITY
3.
CASTING TO BE PER .DRAWING SR29.
4' 90' SEND (MJ)
2"x2x2 TEE 2" UNION
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
117'*x30" PLASTIC METER BOX EQUAL TO MID STATES
5.
ALL JOINTS SHALL BE GROUTED.
IRON DIAMOND PLATE. 18'x31' MSCBC 173OR
13 LF 4" O.I.
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
2- BRONZE GATE VALVE, SCREWED EQUAL
12*
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-AROSHIELD OR
TO RED-WHITE VALVE CORP. FIG NO. 280
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE,
:3
2' RESILIENT SEAT GATE VALVE WITH
If
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
4" Fl. MJ ADAPTOR
12" MAX.
THREADED ENDS
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE,
SANITARY MANHOLE
• 2' 4
I
2-2" BRASS 90' SENDS WITH CLOSE
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
NIPPLE BETWEEN SENDS
APPROVED EQUAL.
TYPICAL DETAIL
CLOSE NIPPLE
10.
MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A -SURETRACK- CLIMBING
0 a"
a 0 V �
7
AND FALL PROTECTION SYSTEM INSTALLED,
I.P. THREAD TO COPPER, EQUAL
ADOPTED
To FORD FB 500.
2" TYPE K SOFT,
Ci
CITY OF RENTON
2" GALVANIZED IRON PIPE
18' LONG DOLIDLE STRAP SERVICE CLAMP WITH 2"
70 BUILDING
IPS TAP TO FIT, EQUAL TO MUELLER CO.
_d
(THREADED)
STANDARD PLANS
IPS TAP TO FIT, EQUAL TO MUELLER CO.
BY PASS NOT ALLOWED
LST DATE: 04/04
AIR AND VACUUM VALVE 2" ASSEMBLY
FOR IRRIGATION METERS
0/0 Revigsd.,notes.
108
13
2'
1
CRUSHED ROCK BASE
O 7/961 Added notes.
TO SUPPORT VAULT.
DWG.
NAME: 6071 SP
PAGE:B071
1-1 /2" AND RVIrE TAI
A-A
NOTE
MATERIAL
LIST FOR r $ERVICE WITH METER LOCATED RIGHT-OF-WAY BEHIND SIOEWAt1f DRILL 1-5/8- DIA. HOLE FOR
FIRE HYDRANT SHALL BE COREY-TYPE, EQUAL TO IOWA F-5110 OR
COMPRE$SION' TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6 MECHANICAL
JOINT INLET, WITH LUGS. 5 -1/4' MAIN VALVE OPENING.. TWO 2-1/2'
HOSE CONNECTIONS NATIONAL STANDARD: THREADS- 4' PUMPER
CONNECTION- CITY OF SEATTLE THREADS NTH A STORZ ADAPTOR,
4.870' SEATTLE THREAD X 5* STORZ. ATTACHED WITH 1/8-.STAINLESS
STEEL CABLE. 1-1/4' PENTAGON OPERATING 'NUT, FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-wMOORE/PRESEIRVATIVE
PAINT No. 5780-563 DTM ACRYLIC. GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CE ROADWAY OR AS
CONNE07ION TO FA
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
-18" TO 20* BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO, STANDARD 8' TOP SECTION
4.875' x V* STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
o EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090).
MAX kX4:� RAISED PAVEMENT MARKER TYPE 88
A
MIN 2�1 A8 STIMSONITE TWO-WAY BLUE.
42* MIN CONCRETE BLOCKING
BURY
MAIN LINE TEE. WITH 6' FLANGE SIDE OUTLET.
6- GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6' DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT
16' x 8" x 4' 2-3/4- COR-TENISTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
MININUM CONCRETE
BLOCK UNDER
HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8-) MIN.
11' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS LEVEL ALL GROUND
MIN 3' RADIUS
1 4.875* x 5'
STORZ
6 1 ONE MAN ROCK
FILL
CUT
HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL
o ADOPTED
Cm OF RENTON
n.
STANDARD PUNS
LST DATE: 04/04
NAME; B102 SP PAGE: B102 r",
IO REVIS
N 191 _PR DWG.
No'.o.
A A
L A
I I - 2'- 0"
10
CONCRETE
CLASS 3000
----------- I
1-4-3/4"
12"0
SECTION A -A FIBER JOINT WATER TIGHT
PACKING PLUG
B B
1 45- (1/8) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
24
SECTION B -6
i
fi
CAST IRON RING AND COVER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
j
NOTES:
1. 6" CLEANOLIT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC. 6 INCH CLEANOUT
No. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2, IN UNIMPROVED AREAS, POUR A V-O' THICK, 2'-0" SQUARE
CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND ADOPTED
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
I04/10/03 _Revised notes. JOH DMC
110/17/96 Added notes. DCV AG DWG. NAME: 8076 SP PAGE: 8076
Py APPI47)
iiffl
. . . . . . . ... ...........
2" OPEN PATTERN, RETURN BEND - 180*
2" GALVANIZED IRON PIPE FIELD LOCATE
Q6WBQ VALVE BOX SHOULD NOT REST ON
ii
CUT OPENING AS REQUIRED, AFTER
PIPE, LATER COMPACTION IN AREA OF VALVE BOX
THE THE SERVICE.
INSTALLATION, GROUT AROUND PIPE.
(k#JxMJ) PAINTED BLUE
COULD CAUSE BREAKAGE OF
2" BEEHIVE STRAINER SHORT NIPPLE
SHACKLE RODS PER CITY
2" CLOSE NIPPLE
OF RENTON SPECIFICATIONS
4' 90' SEND (MJ)
2"x2x2 TEE 2" UNION
117'*x30" PLASTIC METER BOX EQUAL TO MID STATES
PLASTIC, BCF SERIES 1130-18 WITH 2" THICK DUCTILE
IRON DIAMOND PLATE. 18'x31' MSCBC 173OR
13 LF 4" O.I.
PRIVATE PLUMBING
2- BRONZE GATE VALVE, SCREWED EQUAL
12*
7, -0*
TO RED-WHITE VALVE CORP. FIG NO. 280
SHALLCONNECT
:3
2' RESILIENT SEAT GATE VALVE WITH
4" Fl. MJ ADAPTOR
12" MAX.
THREADED ENDS
Z
R i_ OR
4" FxMJ ADAPT
2" 90' SEND WITH CLOSE NIPPLE
BETWEEN BEND AND TEE
HERE
• 2' 4
I
2-2" BRASS 90' SENDS WITH CLOSE
Z
NIPPLE BETWEEN SENDS
2" GALVANIZED IRON PIPE TO FIT4
PER OSHA
CLOSE NIPPLE
4 0
0 a"
a 0 V �
7
12" INIIN.
I.P. THREAD TO COPPER, EQUAL
To FORD FB 500.
2" TYPE K SOFT,
SS PLUG
J COPPER TUBING TO Ft
2" GALVANIZED IRON PIPE
18' LONG DOLIDLE STRAP SERVICE CLAMP WITH 2"
70 BUILDING
IPS TAP TO FIT, EQUAL TO MUELLER CO.
_d
(THREADED)
HOLE FOR DRAIN. 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
BY PASS NOT ALLOWED
AIR AND VACUUM VALVE 2" ASSEMBLY
FOR IRRIGATION METERS
1-1/2" AND RETAINED ON
2 3 6 7
13
2'
1
CRUSHED ROCK BASE
TO SUPPORT VAULT.
1-1 /2" AND RVIrE TAI
A-A
NOTE
MATERIAL
LIST FOR r $ERVICE WITH METER LOCATED RIGHT-OF-WAY BEHIND SIOEWAt1f DRILL 1-5/8- DIA. HOLE FOR
PRIVATE
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
TOUCHREAD DEVICE
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
PIPING
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
1.
2" topped tee on new water meter.
CAN BE INSTALLED.
LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN
2.
4* long X 2* brass nipple with threaded ends (MIPT).
4' TEE
REQUIRED WITH
PRECAST CONCRETE VAULT WITH 2 3"x3* HINGED STEEL (FL)
3.
2" resilient seat valve with threaded ends, square operating nut and valve nut extension if
PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-Cr.
(EQUAL TO PIPE INC.. OR UTILITY VAULT NTH
required (dwg BR41/page 8090),
57-7L-8, 2 3*0 DIAMOND PLATE DOORS) TOUCHREAD PITUD SENSOR
MOUNTED ON STEEL
PLATE
4.
Two piece cost Iron valve box. Standard 8* top section with regular base section, length to
NON-RISING STEM WITH HAND WHEEL
EQUAL TO OLYMPIC FOUNDRY CO.
EQUAL TO MUELLER CO.A-2380 -6.
STANDARD 0' TOP SECTION, WITH
fit. lug' type cover.
REGULAR BASE SECTION LENGTH TO FIT.
5.
2" brass bushing (MIPT x FIPT) 2 each 2' brass or bronze nipples 6* length, threaded ends 2
TYPICAL RIB
6- OR 4- (FLxPE) CEMENT LINED
r.
each 2'-90* brass or bronze elbows (FIPT x FIPT)
2-1/2- MIN. FROM N ST
LONG WITH COLLAR 20' FROM P.E.
6.
2* (MIPT) x compression fitting, Ford C84-66 or equal.
AND FRONT EDGE OF PIT UD
VALVE NUT EXTENSION IF REWIRED
7.
2* soft copper type K or brass nipples, length to fit.
L
(DWG BR46/PAGE BODO)
S.
2" threaded brass 90' ell.
9.
2' Customsetter with by-puss Ford VSH 86-128-11-77 (17-3/16') or McDonald brass
3OB715WDFF775, with flanged
10
angle ball valve and padlock wings on inlet, and angle check valve outlet, boll volve on bypass
with padlock wings. Customsetter shall have vertical Inlet and outlet.
(FLxMi) EQUAL TO MUELLER
10.
Rigid meter spreader to be supplied and installed In meter Better by contractor.
11.
Water meter shall be supplied and installed by City of Renton upon payment of oil related
water
meter fee and satisfactory pressure and purity tests.
12.
17N30" equal to Mid-States, Plastics, Inc, BCF Series MSSCF 1730-18 with 2* thick Ductile
iron damond plate cover 18 *x31* equal to Mid-States Plastics, Inc. MSCBC-1730-R with
;al
1-5/8' drilled hole for touchread pit lid, and meter read lid.
13.
2" coupling (compression x FIPT) with 2* pfug (MIPT), Ford C-14-66 or equal. The property
owner Is responsible for any necessary adaptation or extension of water service.;
"SERVICE
MA
RIAL LIST FOR 1-1 WITH METER LOCATED IN RIGHT-2L-WAY BEHIND SIDEWALK
1,
2' topped tee on new water main
2.
4' long X 2" brass nipple with threaded ends (MIPT),
3.
2" resilient seat valve with threaded ends. square operating nut and valve nut extension if
required (dwg BR46/poga 8090).
4.
Two piece cost iron valve box. Standard 8" top section with regular base section,
length to fit. "lug" type cover.
5.
2* X 1-1/2' hex brass bushing (MIPT x FIPT)
TO BUILDING
FLOW
2 each 1-1/2* brass or bronze nipples 6" length, threaded ends
. . . . . . . . ...
2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIPT)
6.
1- 1 /2" (MIPT) x compression fitting, Ford C84-66 or equal.
12' AROUND
7.
1- 1 /2' soft copper type K or brass nipples, length to fit.
8.
1-1/2" pack-joint 90' ell, for Ford L44-77 or equal,
9.
1-1/2' Customsetter with by -pass Ford 'YBH 66-12B x 13-3/16' or McDonald brass, with
flanged
angle boll valve and padlock wings on inlet, and angle check volve outlet, boll valve on bypass
dTY
PRIVATE
with padlock wings. Customsetter shall hove vertical inlet and outlet.
10.
Rigid meter spreader to be supplied and installed in meter setter by contractor.
11.
Water meter shall be supplied and installed by City of Renton upon payment of oil
related water meter fee and satisfactory pressure and purity tests.
12.
17*x30' equal to Mid-States Plastics, Inc. BCF Series MSBCF 1730-18 with 2' thick Ductile
iron damond plate cover 18 *x31* equal to Mid-Skates Plastics, Inc. MSCBC-1730-R with
PIPING
PIPING
1-5/8' drilled hole for touchread pit lid and meter read lid.
13.
1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The 1-1/2,1
& 2" WATER SERVICE DETAIL
property owner is responsible for any necessary adaptation or extension of water service.
LOCATED IN RIGHT-OF-WAY
NOTE:
BEHIND SIDEWALK
S' OR 4" PExPE CEMENT
ADOPTED
SEE BR41-TR ON METER BOX IN DRIVEWAYS
CITY OF RENTON
LINED DUCTILE IRON PIPE
CLASS 52. LENGTH TO FIT.
6-,4- OR 3- COMPOUND WATER METER (FL)
STANDARD PLANS
EQUAL TO SENSUS SRH COMPOUND METER PATH
LST DATE: 04/04.
WHEEL HIGH RESOLUTION (100 CUBIC FEET) ADJUSTABLE STEEL
6* OR 4" FLEXIBLE FLANGED
REGISTER. FOR 3* METER, REDUCE AT METER PIPE SUPPORT
COUPUNG ADAPTOR, ROMAC
WITH 4"X3' FL-FL CONCENTRIC REDUCER. STANCHION BOLTED
OR APPROVED EQUAL.
TO FLOOR
GENERAL NOTES:
NAME: 8107.2 SP PAGE: 6107.2
DE4TEEEEEREEVISEIOMEEEE�By
AEP20
DWG.
. . . . . . . ... ...........
2" AIR & VACUUM RELEASE 1111
VALVE ASSEMBLY
ADOPTED
CITY OF RENTON
STANDARD PLANS fi
LST DATE: 04/04
D11- NAME: 6095 SP PAGE: B095
2" OPEN PATTERN, RETURN BEND - 180*
2" GALVANIZED IRON PIPE FIELD LOCATE
2" 90* ELBOW
CUT OPENING AS REQUIRED, AFTER
INSTALLATION, GROUT AROUND PIPE.
(k#JxMJ) PAINTED BLUE
2" UNION
2" BEEHIVE STRAINER SHORT NIPPLE
SHACKLE RODS PER CITY
2" CLOSE NIPPLE
OF RENTON SPECIFICATIONS
4' 90' SEND (MJ)
2"x2x2 TEE 2" UNION
117'*x30" PLASTIC METER BOX EQUAL TO MID STATES
PLASTIC, BCF SERIES 1130-18 WITH 2" THICK DUCTILE
IRON DIAMOND PLATE. 18'x31' MSCBC 173OR
13 LF 4" O.I.
4- 90' SEND (MJ)
2- BRONZE GATE VALVE, SCREWED EQUAL
12*
7, -0*
TO RED-WHITE VALVE CORP. FIG NO. 280
:3
2' RESILIENT SEAT GATE VALVE WITH
4" Fl. MJ ADAPTOR
THREADED ENDS
Z
R i_ OR
4" FxMJ ADAPT
2" 90' SEND WITH CLOSE NIPPLE
BETWEEN BEND AND TEE
ADDER WITH 7H
SUPPORT BARS
• 2' 4
I
2-2" BRASS 90' SENDS WITH CLOSE
NIPPLE BETWEEN SENDS
2" GALVANIZED IRON PIPE TO FIT4
PER OSHA
CLOSE NIPPLE
0 a"
a 0 V �
2' CORPORATION STOP W BEND,
12" INIIN.
I.P. THREAD TO COPPER, EQUAL
To FORD FB 500.
2" TYPE K SOFT,
J COPPER TUBING TO Ft
2" GALVANIZED IRON PIPE
18' LONG DOLIDLE STRAP SERVICE CLAMP WITH 2"
70 BUILDING
IPS TAP TO FIT, EQUAL TO MUELLER CO.
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2" CAP WITH 1/8"
HOLE FOR DRAIN. 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
AIR AND VACUUM VALVE 2" ASSEMBLY
WASHED GRAVEL, PASSING APCO NO. 1452C OR EQUAL.
1-1/2" AND RETAINED ON
1/4" MESH FOR DRAIN
2'
4' TEE (MJxFL)
NOTE
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ari.
PRIVATE
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
PIPING
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED.
LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN
DEAC MAN BLOCK
PLANTING STRIPS, BEHIND CURB AND SIDEWALK.
4' TEE
2" AIR & VACUUM RELEASE 1111
VALVE ASSEMBLY
ADOPTED
CITY OF RENTON
STANDARD PLANS fi
LST DATE: 04/04
D11- NAME: 6095 SP PAGE: B095
2008 TRIAD ASSOCIATE
TRLkD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6929
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassoc.com
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DAVID R
.PRER7SaV. PI-S
PROJECT MANAGER
ROBERT wnug PLS
PROJECT SURVEYOR
SHERI MURATA, PE
PROJECT ENGINEER
DENISE L"N, ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 1118106
SCALE: HOES: NIA YET.: NIA
41846
ZONAL
�- � j�� jog
F_-EXPIRES: 11/12/ 0-1
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO.
06=F27J
SHEET NO. 1 1OF12
4* POST INDICATOR 'VALVE
(k#JxMJ) PAINTED BLUE
2-3/4'
SHACKLE RODS PER CITY
OF RENTON SPECIFICATIONS
4' 90' SEND (MJ)
13 LF 4" O.I.
4- 90' SEND (MJ)
TEE (MJxFL)
GATE VALVE (FLAW)
Z
12*
7, -0*
:3
4" Fl. MJ ADAPTOR
Z
R i_ OR
4" FxMJ ADAPT
♦
ADDER WITH 7H
SUPPORT BARS
• 2' 4
I
PER OSHA
4' 6"
70 BUILDING
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FLOW-• -
EPDXY
GROUT
2'
4' TEE (MJxFL)
WELDED STEEL COLLAR
ari.
PRIVATE
TOUCH READ PIT LID SENSOR MOUNTED ON
PIPING
PIPING
STEEL PLATE COVER THROUGH 1-5/8* DIA.
DRILLED HOLE IN CCIVER.
DEAC MAN BLOCK
4' TEE
REQUIRED WITH
PRECAST CONCRETE VAULT WITH 2 3"x3* HINGED STEEL (FL)
SHACKLING TO TEE
PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-Cr.
(EQUAL TO PIPE INC.. OR UTILITY VAULT NTH
57-7L-8, 2 3*0 DIAMOND PLATE DOORS) TOUCHREAD PITUD SENSOR
MOUNTED ON STEEL
PLATE
6*,4' OR 3" GATE VALVE (FLXFL) COVER
TWO PIECE CAST IRON VALVE BOX,
NON-RISING STEM WITH HAND WHEEL
EQUAL TO OLYMPIC FOUNDRY CO.
EQUAL TO MUELLER CO.A-2380 -6.
STANDARD 0' TOP SECTION, WITH
REGULAR BASE SECTION LENGTH TO FIT.
6- OR 4- (FLxPE) CEMENT LINED
DUCTILE IRON PIPE CLASS 52 V-6-
LONG WITH COLLAR 20' FROM P.E.
EQUAL To THOSE SUPPUM BY PACIFIC 4-
VALVE NUT EXTENSION IF REWIRED
WATER WORKS CO. INC.
L
(DWG BR46/PAGE BODO)
6', 4' OR 3* GATE VALVE
10
(FLxMi) EQUAL TO MUELLER
CO. A-2380-20.
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TO BUILDING
FLOW
12' AROUND
10
dTY
PRIVATE
PIPING
PIPING
S' OR 4" PExPE CEMENT
LINED DUCTILE IRON PIPE
CLASS 52. LENGTH TO FIT.
6-,4- OR 3- COMPOUND WATER METER (FL)
EQUAL TO SENSUS SRH COMPOUND METER PATH
TOUCHREAD PITUD REGISTER & SENSOR WITH
WHEEL HIGH RESOLUTION (100 CUBIC FEET) ADJUSTABLE STEEL
6* OR 4" FLEXIBLE FLANGED
REGISTER. FOR 3* METER, REDUCE AT METER PIPE SUPPORT
COUPUNG ADAPTOR, ROMAC
WITH 4"X3' FL-FL CONCENTRIC REDUCER. STANCHION BOLTED
OR APPROVED EQUAL.
TO FLOOR
GENERAL NOTES:
ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE
NOT SHOW OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED
DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR
ITS INSTALLATION.
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
(WHICH CLEARANCE SHALL BE A MINIMUM OF 12- FROM THE ENDS AND
THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE
VARIOUS STANDARD DETAILS).
NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED $0 IT
BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT
3", 4" & 6" COMPOUND
THE DESIGNED THRUST,
METER SERVICE
ADOPTED
VO"'� CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DATE
I REVISION
DWG. NAME: 8108 SP PAGE: B108
.......... ..... . . . . . . . . . . . . . .
2008 TRIAD ASSOCIATE
TRLkD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6929
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassoc.com
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v a W
L4
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*4
QC
0
4-
Ilk
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0 2 7t 2 2
tn V) In In
0
s,
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lot
Z
C) 4k,
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DAVID R
.PRER7SaV. PI-S
PROJECT MANAGER
ROBERT wnug PLS
PROJECT SURVEYOR
SHERI MURATA, PE
PROJECT ENGINEER
DENISE L"N, ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 1118106
SCALE: HOES: NIA YET.: NIA
41846
ZONAL
�- � j�� jog
F_-EXPIRES: 11/12/ 0-1
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO.
06=F27J
SHEET NO. 1 1OF12