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WATER STA 98+90, 37 C�: W-891�t � 1 12 x6 TEE MJxFL FH ASSEMBLY PER PER CONNECTION DETAIL
E 395444.731 „ HARDIE STA 6+0;z, 3 LT. 1 - 12 x8 TEE MJxFL
CONNECT TO EXISTING 1 - 6 GV (FLxMJ) �� ( ) _ CITY DETAIL Gv -�
CON \ FH HARDIE STA 10+24, 5 LT. N5313FO710 - -- --
� 1 - FIRE HYDRANT ASSEMBLY 1 - 8 GV FLxMJ 1 - 12 MJ CAP GHCCKCD FOR coMPLI/nNC E w I (!I
12 WAfTERMAIN / 1 - 12 GV (MJxMJ) N 54065,022 ( ) clrY 5 rArt�AaDs
1 - 12 x16 REDUCER ,FLxMJ) PER CITY DETAIL E 395453, 87 TEE WATER STA 12+00 W-53�4) ER CONNECTION DETAIL ah
WATER SPIGOT 30 LF 6" DI HARDIE STA N 53957.4354 CONNECT TO EXISTING 12 FH APPROVED , ByAepouL 6A6ou2, -LATE OC'(mK iIII
1 - 12" 45° BEND (FLxMJ) �a E 395486.156 WATERMAIN PER CONNECTION N 53916.128 �JATE2 uT(u,(Y ftA6k-
PER CONNECTION DETAIL - END RADIUS BENDS IN DETAIL. BEGIN RADIUS BENDS E 395526,395 CoRREC(IoHS Nol c
CONNECTION NOT PART WATERLINE
OF THIS PROJECT IN WATERLINE TO MAINTAIN LINE BY 1Gm6-19Y
-iF ALL EXISTING nOMESTIG WATER METERS AND f1RE HYnRANTS SMALL BE REMOVED NOTES:
S3 THE CONTRACTOR AND 5A1_VAGCD TO fH E CITY Of RENTON SHOPS_ REFER 10 PRwEcl PLAN W- 812 FUR
THE CONTRACTOR SHALL EXPOSED ALL CORPORATION 5TO95 AND 5[1VDLES AT jHE I LOCATION Di: METERS. 1. WATERLINE STRUCTURE STATIONING AND OFFSETS
WATER MAIM IN ORDER FOR THE Clf` TO INSTALL PERMANENT' PLU65. ARE BASED ON THE EASEMENT CENTERLINE.
FOR LARGER METERS AND FIRE 5PRINICLER 5TUffi5 THE CONTRACTOR 5HALL, EXPOSE
THE VALVES AND TEES AT THP MAIN LINE.5 AND THE Clf� WILL REMOVE 'fME VAUE5 AND 2. LINES SERVICING BUILDING SPRINKLER SYSTEM TO
IN5TALL MJ ?LU65 OR 3LIND FLANCAE5.A'f I( JC 'fEC5. ALL MMRIALS? C-XCAvW014, (3AUCFILL HAVE A MINIMUM OF 42" COVER FROM MAIN TO
51-lAu_ �E PRoVIDCD 'bY THE CONTRAC-roR. BUILDING.
A1.L CONCRETE VAuLn SHALL 13E kti�1oVf.D ANo'I"E HOLES SHALL 9,E FILLED b Pil- RUH.
ALL LAbglml 12 INcN VALVES To 13E Ar�)Ar PJONLo 51'IGILL BV- ReMOvrn AND SALVAGED TO 'ME CITY 5HoPS, 3. THE EXISTING SITE CONDITIONS SHOWN ON THIS MAP
MZ CAPS SHALL (�L 1h1S11lLLLD OlA FALL \IJNTLUANIl is -(-D 1�, NY�ANOONEQ - WERE OBTAINED FROM DOCUMENTS PREPARED BY OTHERS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL SITE CONDITIONS PRIOR TO BIDDING OR
�''`.� \ CONSTRUCTION OF ANY SITE FACILITIES.
A14. FOR FURTHER INFORMATION ON HARDIE AVE. WATERLINE, SEE
' HARDIE AVE. PLAN &PROFILE DRAWINGS, C-18 & C-33 - C-35.
NOTE:WATER MAIN AS-BUILTS PER CONTRACTOR PROVIDED LOCATOR SERVICE AND SURFACE APPURTENCES,
NOTERROFESSIONAL LICENSE STAMP SIGNED AUGUST 1995 CERTIFIES AS-BUILTS ONLY, '�'�as.;_allo� - 5. CONTRACTOR SHALL PROVIDE MATERIALS AND INSTALLATION
NOTE: AS-BUILTS FIELD SURVEYED BY PAC -TECH ENGINEERING INC. JULY 1995, FOR ALL METERS LARGER THAN TWO INCHES.
NOTE:AS-BUILT DATA PER CITY OF RENTON SURVEY CONTROL NETWORK.
AT 5' RT. OF CL, R=355'
6. ALL 12" GATE VALVES (GV) AND 16" BUTTERFLY VALVES (BV)
SHALL BE PLACED IN VAULTS PER CITY OF RENTON DETAIL.
7. ALL DUCTILE IRON WATER PIPE ON THIS PROJECT SHALL BE
POLYETHYLENE ENCASED PER SECTION 7-11, CITY OF RENTON
SUPPLEMENTAL SPECIFICATIONS.
8. DDCVA & FIRE LINE TO BUILDING CONNECTION TO BE SIZED
BY A WASHINGTON STATE CERTIFIED SPRINKLER CONTRACTOR.
9. AIR VAC'S SHALL BE PROVIDED AT HIGH POINTS) IN THE LINE
10. CONNECTIONS TO EXISTING AC LINES LARGER THAN 2 1 /2"
SHALL BE CUT -IN USING DUCTILE IRON SPOOLS, TEE(S), AND
LONG BODY TRANSITION COUPLINGS.
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10.4.94 p
CITY OF RENTON
Leonard, Boudinot & Skodie Inc. DEPARTMENT OF PUBLIC WORKS
PROFESSIONAL ENGINEERS & LAND SURVEYORS
603 South First Street: P.O. Box 1228 FRED MEYER
Mount Vernon, WA 98273 RENTON CENTER
Tel; 206-336-5751 Fax: 206-336-3981
WATER PLAN WEST
3 REVISIONS PER CITY COMMENTS SBK HAF 9/30/94 DESIGNED: HAF DATE: 8/8/94 FILE NAME: 94058
2 REVISIONS PER CITY COMMENTS DEL HAF 8/12/94 DRAWN: DEL
1 REVISIONS PER CITY COMMENTS DEL HAF 7 14 94
CHECKED: HAF SCALE: 1 " = 50' FIELD .BOOK: PAGE:
NO. REVISION BY I APPR. DATE APPROVED: DIRrOTOR Or PUeuc WORKS SHEET:C-16OF: 36
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