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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" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
X 5" STORTZ, ATTACHED WITH 1/8" STAINLESSSTEEL 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.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
I
LEVEL ALL GROUND
1N MIN" 3' RADIUS
ar
1 ` 5" STORTZ
6-\, 1
CUT
LITHIA HYUNDAI - RENTON
PORTION OF NE 1/4, NE 1/4 OF SECTION 19, TWP. 23 N., AGE. 5 E., 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
AS REQUIRED (SEE DWG BR46 / PAGE B090).
MAX 4"
MIN 2"� RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO-WAY BLUE.
42" MIN CONCRETE BLOCKING
�1 \ BURY
CONCRETE BLOCKING
�,\ \ 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")
ONE MAN ROCK
1
6
HYDRANT LOCATION IN CUT OR FILL
FIRE
HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN
3' RADIUS
0
FILL
FIRE
HYDRANT ASSEMBLY DETAIL
Y U
ADOPTED
CITY OF RENTON
ML
�.
STANDARD PLANS
10/15/96
Edited text, added valve nut extension
DCV
DT
NTt��
LST DATE: 10/15/96
5/18/95
Revised Pumper Port
DCV
DT "
12/15/92
Corrected text & Changed paint color`
RTM
DT
DATE
REVISION
BY
APPR D
DWG.
NAME:
BR24 SP PAGE: 3102
HYDRANT DETAIL
NOT TO SCALE
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
3
RIGID I FLEXIBLE
(D.I., CONC.) (CPEP, CMP, PVC)
PROVIDE NEAT, STRAIGHT LINE WHERE
MATCHING EXISTING PAVEMENT, TACK do SEAL EDGES 3" COMPACTED THICKNESS ASPHALT
CONCRETE PAVEMENT - CLASS 'B'
EXISTING STRUCTURAL
SECTION 7
BACKFILL 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 BACKFILL
FOR PIPE BEDDING 90%
COMPACTION, 12" MAX. LIFT
8"TYP
PIPE BEDDING PER WSDOT '
9-03.12(3) 95% COMPACTION 1.5 X I.D. + 18" PIPE AS SPECIFIED
24" MIN. ON PLAN OR SPECS.
NOTES:
1. NATIVE BACKFILL 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 BACKFILL PIPE ZONE BEDDING CONFORMING TO 9-03.12 (3).
BEDDING 8c BACKEI�L PIPE
IN TRENCHES TYP. FLEXIBLE
PAVEMENT RESTORATION
NOTTO scue
WAM
31
3" COMPACTED THICKNESS
CRUSHED SURFACING TOP
COURSE
i
8" TEE (FL)
1-FLANGE ADAPTER
2-8"x6" REDUCER (FL)
1-CONCRETE THRUST BLOCY
CIDC LIVRDALIT ACCrUDI V
LANDSCAPE ISLAND
�z\ WATER SYSTEM DETAIL F
SCALE 1" = 3'
RECOMMENDED
FOR APPROVAL
RY
BY
BY
OnM DRAWINGS ARE ISSUED FOR AGENCY
PERMIT REVIEW PURPOSES ONLY AND ARE
NOT TO N USED FOR CONSTRUCTION'.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE D 110 -,D
DATE
DATE 01 S 03
2 REVISIONS PER CITY COMMENTS
1 REVISIONS PER CITY COMMENTS
NO. REVISION
0 REct s rEttE�
ONAL ' :00%
EXPIRES 0121105
REUSE OF DOCUMENTS
THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN
ACCORDANCE WITH WAG 196-23-070 AND CHAPTER
19.34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE
INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE
DOCUMENT, MY CERTIFICATION AND SIGNATURE
THE IDEAS AND DESIGNS INCORPORATED WREN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF AHBL AND IS NOT TO BE USED, N WHOLE
OR N PART, FOR ANY OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF AHBL.
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CITY OF RENTON 0
DEPARTMENT OF PUBLIC WORKS
UTILITY NOTES & DETAILS
DESIGNED: DB
DMB
10,11/03
DRAWN: mrc'
CHECKED: DSG
DMB
9/12/03
APPROVED:
BY
APPR.
DATE
DATE: 06-20-2003
SCALE: NTS
nu ccTm or -4.M. c %fcmm
C 3.2
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Im
0
FILE NAME: 203046c32
FIELD SO'Ks — PAGE—
SHEET: 9 OF: 10
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