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FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT
INLET WITH LUGS.
5-1/4" MAIN VALVE OPENING. TWO 2-1 2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUM ER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. MIN MAX 4"
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
CONCRETE BLOCKING
GOLD STREAM CASINO
SECTION 30, TOWNSHIP 23 N., RANGE SE., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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 WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
I AS REQUIRED (SEE DWG BR46 / PAGE B090).
RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO-WAY BLUE.
42" MIN CONCRETE BLOCKING
BURYt
CAST IRON 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 TWO 3/4'
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
16" x 8" x 4" MININUM
CONCRETE BLOCK
UNDER HYDRANT 1 /3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8")
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
)NE MAN ROCK-
1
6
I
CUT
HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT ASSEivBLY DETAIL
CAUTION VALVE BOX SHOULD NOT REST ON PIPE.
LATER COMPACTION IN AREA OF VALVE BOX COULD
CAUSE THE BREAKAGE OF THE SERVICE.
10" MIN.
14" MAX.
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36" MIN.
0 4 COVER
M I n
1-1 /2" AND 2" WATER SERVICE DETAIL
MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT-OF-WAY BEHIND SIDEWALK
1. 2" tapped tee.
2. 6" long X 2" brass nipple with threaded ends (MIPT).
3. 2" double disc gate valve (full opening for tapping) with threaded ends, square
operating nut and valve nut extension if required (dwg BR41/page B090).
4. Two piece cast iron valve box. Standard 8" top section with regular base section,
length to fit, "lug" type cover.
5. 2" brass bushing (MIPT x FIPT)
2 each 2" brass or bronze nipples 6" length, threaded ends
2 each 2"-90' brass or bronze elbows (FIPT x FIPT)
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 2" soft copper tubing type "K , length to fit.
8. 2" pack -joint 90' ell, for Ford L44-77 or equal.
9, 2" Customsetter with by-pass Ford VFH 77-12B x 17-3/16" or equal, with flanged
angle valve and padlock wings on inlet, and angle check valve outlet, ball valve on
bypass with padlock wings. Customsetter shall have 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 all
related water meter fee and satisfactory pressure and purity tests.
12, 17"x28" concrete meter box with 3/8" steel diamond -plate cover equal to Fog Tite
Meter Seal Co. No. 2T. Meter box shall be double stacked.
13. The property owner is responsible for any necessary adaptation or extension of
water service.
FIRE HYDRANT ASSEMBLY DETAIL
*ZN%
ADOPTED
CITY OF RETO NN
STANDARD PLANS
IST DATE: 12/96
DWG. NAME: BR24 SP PAGE: B102
PRIVATE PLUMBING
SHALL CONNECT HERE
MEAL
LIST FOR 1-1/2" SERVICE WITH METER LOCATED IN RIGHT -Of -WAY BEHIND SIDEWALK
1.
2" tapped tee.
2.
6" long X 2" brass nipple with threaded ends (MIPT),
3.
2" double disc gate valve (full opening for tapping) with threaded ends, square
operating nut and valve nut extension if required dwg BR46/poge B090).
CRUSHED ROCK BASE 4.
TO SUPPORT VAULT.
Two piece cast iron valve box. Standard 8" top section with regular base section,
"lug"
length to fit, type cover.
5.
2" X 1-1/2" hex brass bushing (MIPT x FIPT)
2 each 1-1/2" brass or bronze nipples 6" length. threaded ends
'x
2 each 1-1/2"-90' brass or bronze elbows (FIPTFIPT)
6.
1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal.
7.
1-1/2" soft copper tubing type "K , 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 VFH 66-12B x 13-3/16" or equal, with flanged
angle valve and padlock wings on inlet, and angle check valve outlet, ball valve on
bypass with padlock wings. Customsetter shall have 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 all
related water meter fee and satisfactory pressure and purity tests.
12.
17"x28" concrete meter box with 3/8" steel diamond -plate cover equal to Fog Tite
Meter Seal Co. No. 2T. Meter box shall be double stacked.
13.
The property owner is responsible for any necessary adaptation or extension of
water service.
1-1/2- & 2" WATER SERVICE DETAIL
LOCATED IN RIGHT-OF-WAY
BEHIND SIDEWALK
�Y o ADOPTED
iJ
CITY OF RENTON
♦
1R,
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STANDARD PLANS
F N LST DATE: 12/96
;xtension.
DCV
BY
DIRT
APPR
DWG. NAME: BR42A SP PAGE: BR107.2
REVISION
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
INSTALL:
1-12'x8" TAPPING TEE (MJxFL)
1-8" TAPPING GATE VALVE (FLxMJ)
1-8' PLUG (2" TAPPED) WITH TEMP BLOW -OFF ASSY,
CONC. BLOCKING (AS REQUIRED)
TEMP. BLOCKING & BLOW -OFF ASSYS
NEW 8' DI WATERMAIN
0
INSTALL:
1-8' VERT CROSS (MJxFL)
2-8' BLIND FLANGE
1-(PLUG (2PTAPPED)WIMJ) PLUG
1-TEMP BLOW OFF ASSY.
CONC. BLOCKING (AS REQUIRED)
BEFORE CONNECTION
NOT TO SCALE
SOLID SLEVE
NEW 8" DIP
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AFTER PRESSURE AND PURITY CONNECT
I TO TAPPING VALVE WITH INSTALL NIPPLES
1-SOLID SLEVE (LONG PATTERN SLEVE);
W/SHACKLES CONC. BLOCKING REQUIRED.
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AFTER CONNECTION
NOT TO SCALE
EAST VALLEY HIGHWAY WATER CONNECTION DETAIL
RIGID I FLEXIBLE
(D.I., CONC.) (CPEP, CMP, PVC)
PROVIDE NEAT, STRAIGHT LINE WHERE
MATCHING EXISTING PAVEMENT,
TACK &SEAL EDGES 3' COMPACTED THICKNESS ASPHALT
CONCRETE PAVEMENT - CLASS 'B'
EXISTING SECTION STRUCTURAL
BACKFlLL PAVED AREAS
AND WITHIN R.O.W. CRUSHED
SURFACING TOP COURSE,
W.S.D.O.T. 9-03.9(3) 95%
COMPACTION, 6' MAXIMUM
LIFTS. UNPAVED AREAS NATIVE
MATERIAL OR GRAVEL BACKFlLL
FOR PIPE BEDDING 90%
COMPACTION, 12" MAX. LIFT
8"TYP
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" PER WSDOT STD.
W01301403
PIPE BEDDING PER WSDOT
9-03.16 95% COMPACTION 1.5 X I.D. + 18'
PIPE AS SPECIFIED
24' MIN. ON PLAN OR SPECS.
NOTES:
1. NATIVE BACKFlLL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE
GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE CONTRACTOR HAS THE
OPTION TO USE GRAVEL BACKFlLL PIPE BEDDING CONFORMING TO 9-03.12 (3).
BEDDING & BACKFI LL PIPE
N TRENCHES TYP. FLEXIBLE
PAVEMENT RESTORATION
NOT TO SCALE 025MID13
RECOMMENDED CHECKED FOR COMPLIANCE
APPROVAL /� ?) TO CITY STANDARDS
BY
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NOT TO SCALE
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�sIONAL ECG
FE71,3a'o 2
EXPIRES
8 / 2� / 03
REUSE OF DOCUMENTS
THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN
ACCORDANCE WTH WAC 196-23-070 AND CHAPTER
19,34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE
INFORMATION ON THIS DOCUMENT PALL INVAIJDAIE THE
DOCUMENT, MY CERTIFICATION AND SIGNATURE
THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF AHBL AND IS NOT TO DE USED, IN WHOLE
OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZA1104 OF AHBL
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BY( A U 6 200 DATE
J DATE WATER NOTES AND DETAILS C
BY"' 4.2 zz
DATE m
1 REVISION PER CITY COMMENTS WJF 6-28-02 DESIGNED: WJF DATE: FILE NAME: O
04-02-2002 202040-c42
2 2ND REVISIONS PER CITY COMMENTS WJF 7-30-02 DRAWN: JEA J
CHECKED. DSG SCALE: NTS FELD BOOK:- PAGE:- m
NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 14
FILENAME R� \C\2002\202040\202040-C42.DWG UPDATED, JUN 25 2002 16,11,58
SCAN NEU SEP 13 cu02
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