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J FIRE HYDRANT ASSEMBLY
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FIRE HYDRANT LOCATION IN
CUT OR FILL
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/ PROPDSED GRADE 0ONTDL191 �
I EXISTING GRADE CY7NTDUR \
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DIMENSION FROm BACK DF
CURB TO CENTER OF Fq
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/EXTEND 6"MAIN TO PROPERTY LINE FOR a�
FUTURE SEh'Y/L'E (PER LTITY of RENTON �ti 5)-w
/ REQUEST)_
,l sTA.4t37 ,
/ 6"C,T PLUG (lift.) (?5'RT) 5
C'ONC&TE BLOCKING • • 4 r*
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P84`-610..1 C1. 52 WATER
C' 5P WATER
GENERAL NOTES
1.
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APWA-1977
STANDARD SPECIFICATIONS, AS AMENDED BY THE CITY OF RENTON.
2.
APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED
FROM THE CITY OF RENTON ENGINEERING DEPARTMENT (UNION AVENUE N.E.
WATER MAIN EXTENSION, W-301) AND ARE SHOWN FOR CONVENIENCE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS
SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT
SHOWN, SO AS TO AVOID DAMAGE OR DISTURBANCE.
3•
THE 6" AND 8" WATERMAINS SHALL BE CLASS 52 DUCTILE IRON PIPE
CONFORMING .TO ASA SPECIFICATION A-21.51-1971. THE PIPE SHALL BE
1/16" CEMENT LINED AND SEALED IN ACCORDANCE WITH ASA SPECIFICATION
A-21.4-1964. THE PIPE JOINTS SHALL BE TYTON JOINT-, MECHANICAL
JOINT OR APPROVED EQUAL, IN -ACCORDANCE WITH ASA SPECIFICATION
A-21.11-1.964. THE CAST IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ASA SPECIFICATION A-21,10-1971. PIPE BEDDING SHALL BE COM-
PACTED TO 95% OF ITS MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT.
THE MAIN SHALL BE INSTALLED WITH A MINIMUM COVER OF 36".
4.
THE 6" AND 8" GATE VALVE ASSEMBLIES SHALL INCLUDE THE GATE VALVE,
VALVE BOX AND VALVE MARKERS: ALL IN ACCORDANCE WITH THE CITY OF
RENTON STANDARDS.
5.
THE FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE REQUIRED CAST IRON TEE,
6" GATE VALVE, 6" SPOOL, 5". M.V.O. FIRE HYDRANT, VALVE BOX, 3/4"
SHACKLE ROD ASSEMBLIES AND TWO CONCRETE GUARD POSTS: ALL IN
ACCORDANCE WITH CITY OF RENTON STANDARDS.
6.
CONCRETE BLOCKING, DESIGNED AND .INSTALLED IN ACCORDANCE WITH APWA
AND CITY OF RENTON SPECIFICATIONS, SHALL BE INSTALLED AT ALL HORI-
ZONTAL BENDS AND FITTINGS. PRIOR TO BLOCKING, THE FITTINGS SHALL
BE SECURELY WRAPPED WITH 4-MIL POLYETHELENE SHEETING.
7.
THE CONTRACTOR SHALL CONTACT THE CITY OF RENTON UTILITY DEPARTMENT
AT LEAST 5 WORKING DAYS PRIOR TO THE PROPOSED CONNECTION TO THE
EXISTING MAIN. THE CONTRACTOR SHALL EXPOSE THE EXISTING MAIN AND
PROVIDE ALL NECESSARY FITTINGS FOR THE CONNECTION. THE CITY OF
RENTON UTILITY DEPARTMENT WILL PERFORM THE ACTUAL CONNECTION.
8.
ALL TESTING AND DISINFECTION SHALL BE PERFORMED UNDER THE INSPEC-
TION OF THE CITY OF RENTON UTILITY DEPARTMENT.
9.
IT SHALL -BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
USE PERMITS AND ANY RELATED PERMITS, PRIOR TO CONNECTION TO EXISTING
UTILITIES IN PUBLIC RIGHT-OF-WAY.
10.
THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING AN AS -BUILT SURVEY
OF THE CONSTRUCTED WATER MAIN„ PRIOR TO THE CITY' S ACCEPTANCE OF
THE INSTALLATION. A LEGAL DESCRIPTION OF THE 15-FOOT WATER EASEMENT
IS ALSO REQUIRED, PER CITY OF RENTON STANDARDS.
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NOTE THIS EXISTING FIRE HYDRANT WILL BE
UTILIZED TO PROVIDE SVPPLfNfNTAL F/Rf
FLOW TO rHf RfNTON L5I8Lf CHURCH (/N
LIEU OF THREE FIRE HYDRRNTS ON SITE).
IF THIS HYDRANT GOES NOT MEET CURRENT
STANDARDS J IT MUST Bf REPLACED wry,
A FIRE DEPARTMENT APPROYED ASSEMBLY,
PL69Sf CONTACT THE CITY OF RENTON FIRE
DEPARTMENT @ 235-z643, FOR FURTHER
INFORMATION. /
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8'k6"REDUCE (M1.xFL.)(25'R/GHT) - ----- '-'~~- -_--��-`----------- _ ---
1 6"x6" C. I. TEf (ALL FLANGE ) (e 5' R/GNT) CONCRETE BLOCKING
2-61GAT6 VALVE 45SEM0/f5 (FT x M.J.) (3. 5'RT. � 2.5 RT)
-- • • FIRE HYDRANT ASSEMBLY ( 295`RIGHT) ..
CONCRETE BLOCKING NB8°24'/O"W 405,25'
ti THE FIRE HYDRANT4555W,61Y SHALL BE ORIENTED,
AS SHOWN) AND CONSTRUCTED PER CITY OF RENTON J l
STANDARD DETAILS. CONCRETE CUARD POSTS SHALL a ti
3f PROVIDED PfR CITY OF RENTDN DETAILS.
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SfNCN MARK S6 CORNER & W/DE L'ONCRErf PORCH
BIBLE WEST SIDE
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LIONCRETE BLOCKING
611GATE VALVE ASSEMBLY (fL. x M.J.) (+3,5'RIGHT )
FIRE HYDRANT ASSEMBLY (23.5'RIWT)
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CONCRETE BLOCKING
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THE FIRE HYDRANT ASSEMBLY SHAL L BE ORIENTf D , AS
SHOWN, AND CDNS7RVC7fD PER CITY OF RENTIM
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STANDARD DETAILS. CONCRETE GUARD POSTS SHALL
BEPRDY/DED PER L'ITV DFRfNTl1N DErAILS,
STA. 370250 (UN/ONAVE N,f. WATER MAIN EX% W-301) _
STA. 04DD (RENTON BIBLE CHURCH WATER MAIN fXT.
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STA. 37460. 00 - 19't RIGHT
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CONCRETE BLOOKING
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THE CONTRACTOR SHALL UPOSE THE EXISTING l2" 0.1.
MAIN AND PROVIDE ALL NECESSARY FITTINGS FOR
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THE CONNECTION THE CITY OF RFNTON UTILITY
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DEPARTMENT WILL PERFORM r11E ACTUAL CONNECTION.
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THE CITY OF RENTON UTILITY D6P4RTMEIYT SHALL 8E
NOTIFIED AT LEAST 5 MORKiNG DAYS PRIOR T(I THE
PROPOSED CONNECTION.
MAR 3 01981
APPROAfD FOR
CONSTRLILRON
CITY OF RENTON , DEPT_ OF PUBLIC WORKS DATE
JOB NO,
79 - 2 26
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