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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" 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. �r
CONCRETE BLOCKING
—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.
57 EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
0 REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED (SEE DWG BR46 / PAGE B090).
RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO-WAY BLUE.
42" MIN CONCRETE BLOCKING
BURY
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 J
CONCRETE BLOCK 1 3 CU. YD. WASHED DRAIN ROCK 3 TO 3/8")
UNDER HYDRANT / (
DNE MAN ROCK-
6
CUT
HYDRANT LOCATION IN CUT OR FILL
MARKER
1-4
TWO LANE ROAD
OFFSET MARKER TO
INDICATE WHICH SIDE
OF STREET HYDRANT
IS ON (4" FROM DOTS
OR PAINTED LINE)
MARKER
FOUR LANE ROAD
OFFSET MARKER TO
INDICATE WHICH SIDE
OF STREET HYDRANT
IS ON (4" FROM DOTS
OR PAINTED LANE DIVIDER)
MARKER
HYDRANT MARKERS
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
qIL
FILL
MARKER
I • F_
ON SIDE STREETS
WHERE THE HYDRANT
IS WITHIN 20' OF A
MAIN TRAVELED STREET,
THE MARKER IS TO BE
INSTALLED ON THAT
MAIN STREET
uEC._"
FIVE LANE ROAD
OFFSET MARKER TO
INDICATE WHICH SIDE
OF STREET HYDRANT
IS ON (4" FROM DOTS
OR PAINTED LANE DIVIDER)
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
01�~ C1TY OF RENTON
�cp 91'ANDARD FIANS
LST DATE: 12/96
DWG. NAME: BR24
SP PAGE: B 102
>tiX'
7"
_ 4"
RAISED PAVMENT MARKER
TYPE 88 AB STIMSONITE TWO—WAY (BLUE)
HYDRANT MARKERS
ADOPTED
C1TY OF RZNTON
STANDARD PLANS
Urr DATE: 12/96
DWG. NAME: BR24A SP PAGE: B103
CONCRETF DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP,
BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH,
SIZE OF HLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH 2"
�IPS TAP SHALL BE A ROCKWELL
482 END CAP COUPLING.
WATER MAIN I 2" GALVANIZED IRON PIPE
AS REQUIRED.
2" CLOSE NIPPLE =2"
2" 90' ELBOWGALVANIZED IRON PIPE, 12" LONG.
PLAN
TWO PIECE CAST IRON VALVE BOX
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR BASE
SECTION LENGTH TO FIT.
2" GALVANIZED IRON PIPE 12" LONG
VALVE NUT EXTENSION IF REQUIRED
(SEE DWG BR46 / PAGE B090)
INSTALL 2" 90' ELBOW, SCREWED
2" PLUG, SCREWED
18"
2" GALVANIZED IRON PIPE
A� REQUIRED.
2" GATE VALVE,
SCREWED INSTALL 2" 90• ELBOW, SCREWED
ELEVATION
2" GALVANIZED IRON PIPE
AS REQUIRED,
12"x 22"
CONCRETE METER
BOX WITH
3/16" STEEL
DIAMOND PLATE
COVER EQUAL TO FOG
TITE
METER
SEAL CO.
B-10 METER
6"
BOX.-:�,
MIN
FINISH GRADE
9"
MAX
1 9"
3- d.Ja21 " M I N
COVER
36" MIN COVER
�22-1 /2•
NEW DUCTILE IRON L LOOP DOWN TO CENTERLINE
WATERMAIN OF WATER MAIN TO PROVIDE
SLACK IN COPPER SERVICE
LINE TO METER.
CORPORATION STOP. FORD TAPERED
THREAD (CC). PACK JOINT (3/4" F1000)
(1" F1000)
22-1 /2'
TEMPORARY 2" BLOW —OFF ASSEMBLY
ADOPTED
� ri� C1TY OF RENTON
�ciW STANDARD PIANS
I.4T DATZ: 12/96
DWG. NAME: BR25
SP PAGE: B l 04
I I
w . IN UNIMPROVED RIGHT OF WAY u .
Z INSTALL METER BOX AT z
PROPERTY LINE.
of j
a o
a SIDEWALK a
WATER METER TO BE —i 12" MIN --
SUPPLIED BY THE CITY
_ 36" MIN COVER
TYPE "K" SOFT
COPPER TUBING
FORD COPPERSETTER
VH 72-15W-44-33G (FOR 5/8" x 3/4" METER)
VH 72-15W-44-44G (FOR 1" METER)
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIT
PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALV'
ON OUTLET.
ALL PACK —JOINT FITTINGS SHALL BE WITH GRIPPER.
FOR SERVICE FROM EXISTING STEEL
EXISTING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS
OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP
WATERMAIN EQUAL TO MUELLER CO.
IF SERVICE LINE TO HOUSE IS TO BE
INSTALLED IN THE FUTURE INSTALL
FORD C14-33 OR 44
FIDT x COMPRESSION COUPLING
3/4" OR 1" GALVANIZED PLUG
lw,w -1w,
*4 4?264000
3/4" do i" WATER SERVICE
ADOPTED
/ C1TY OF RENTON
♦I
STANDARD PLANS
LST DATE: 12/96
DWG. NAME: BR41 SP PAGE: Bl06
PE r
O WAs� 8�0 �� F WASIrI
7
1 � 1
SSIONAL� 1+° SSIONAL
EXPIRES 3/19/07 EXPIRES 07/20/06
SURVEYED: SCALE: DATE:
• 1 "— r " HORIZONTAL: NAD 1983/1991 111001
►
DESIGNED: —20 —O '% - CITY OF WATER MAIN REPLACEMENT RELDBOOK:
Engineering Planning Surveying RENTON WILLIAMS AVENUE S. PAGE:
-� Penhallegon Associates Consulting Eengineers, Inc. 2 PERMIT RESUBMITTAL JS 2/14/05 DBH DRAWN:. ONE INCH DATUM S. 2ND STREET TO S. RIVERSIDE DRIVE DRAINING
1NO:
750 Sixth Street Scuts Kirkland, WA 98033 www.pcceengrs.com 1 PERMIT RESUBMITTAL JS 1/10/05 DBH CHECKED: AT 1 3.3
PH: 425) 827-2014 1-800-945-8408 FAX: (425) 827-5043 IF NOTAppROypp; LONE�INr, SCALE ACCORDINGLY 7y GrePlanning/Building/Public Works Dept. STANDARD DETAILS SHEET:
V
OF:
NO. REVISION BY DATE APPR ��ryryryry Zimmerman P.E., Administrator 4 4
Kirkland a Seattle
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