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HomeMy WebLinkAboutR-398820w �J N 3 0 N N lb W N J m I 3 N N W to W Q 2 H 00 O f0 00 z w 0- a 0� 0 Y 2 z z W m z 0 z w z 0 a i w zz w HORIZONTAL BEND VALVE ANCHOR J"" `•fti ti TEE VERTICAL BEND 5HIM PLATE uun4mr% r-�-UG PLUGGED END FOR FUTURE EXPANSION D � c 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 OFFSET -1" BARS ALTERNATE VERTICAL BEND NOTES- i Y .f PLUGGED TEE Y PLUGGED CROSS 'Q PLUGGED CROSS 1. ALL CONCRETE FOR BLOCKING SHALL BE A F1 VE (5) SACK M I XC 2. ALL BLOCKING SHALL BE PDURE0 AGAINST FIRM, UNDISTURBED EARTH. CONCRETE BLOCKING DETAIL VS10N DATE SCALE LH5TRIGT APMOVAL MAY 17. 2011 I•, I 10 � NAME M: \SODS CREEK W&5\DESIGN STANDARDS\WTR DTLS\W- 1 THRUST BLOCK T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM N TS JUNE 02, 2011 13VYG. i+ll0, W-'1 2" CUBE KNESS )UIRED) 2 1/4" CUBE (INSIDE MEASUREMrNTS) 1 /8" MINIMUM THICKNESS NOTES: LENGTH A5 REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE_ EXTENSIONS ARE RLOUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) FFFT BELOW FINISHED GRADL. EXTENSIONS ARE TO BE A MINIMUM OF TWO {2) FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS :NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. VALUE OPERATING NUT EXTENSION p0mSION DATE SCALE ❑ISTRiCT APPROVAL DAZE A!'PROYED MAY 17, 2011 NT5 K.V- JUNE 02, 2011 FILE 4 W—a NAOWG. NO. M_\5pp5 CREEK w&S\CESFGN STAN(}ARDS\YVTR pTLS\IN-1�d YY 1 VALVE OPERATING NUT EXTENSION N TS CORPORATION STOP VUELLER B-2CIU13 (IPT) OR FORD F650D WATER SERVICE t OMAC 501—$ POLYETHYLENE PLASTIC STAINLESS 57EEL PIPE WITH FORD 110. 72 STRAP SADDLE STIFFENER INSERTED IN (IPT) OR EQUAL I ....� r'>✓-•�r� END OF PIPE CLASS 52 DUCTILE IRON I WATER MAIN PLAN CORPORATION 5TDP D COMPRESSION PACT( JQIf+IT, FORD C16-44 (IPT) PACT: JOINT COUPLING CLASS 200 OR MUELLER H-15454 DCOMPRESSION PACK ,10INT "Wp,TEE,� 5FR'410E R INSERT �I,�kryLC�� 3at�L WATER MAIN STRAP SADDLE (IPT) OR E[DUAL ELEVATION NOTES! 1, SERVICE LINE FITTINGS.- ALL FIT71NGS SHALL BE CAST FROM WATER WORKS BRASS CONFORMING 70 C800. 2- MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D-2239, SID R 7, PE 3408 (HI—MOL PLASTIC) WITH 16 GAUGE TRACED WIRE. WATER SERVICE CONNECTION ONE INCH REV151pN DATE SCALE DkSfRiCT APPR4VAJ, DATE A15PROV0 MAY 17, 2011 NTS iS-V. JUNE 02, 2011 FILE NAME M! \500S CREEK W&S\DESIGN STANIbAI�DS\WIR DTLS`rW-15 DWG.NO. 1" WATER SERVICE CONNECTION N TS 1" WIN. - 2" .MAN. FROM INSIDE FRONT WALL CrF M=R BOX (TYPICAL '011 ALL SERVICES) COMPRESS40N PACK JOFNT ADAPTER, MUST BE CAPABLE 4F RECEIVING 3/4" OR 7" ANGLE STOP WITH NO ADOITIONAL FITTINGS 1' HE-Q01< PLASTIC PIPE, CL 200 i— 6" TO TOP OF ANGLE STDP 3/4" & T" SERVICES 1 ( TYPICAL) FOR STANDANO 5/$"x3/4" METER, USE 3/4" ANGLE STOP W/LGCK WING, FORD NC. KV63--342'N OR MUELLER H-14259 SERE& FOR 1" METER. USE T" ANGLE STOP wAOCK WING, FORD NO. KY53-442W OR MUELLER H-14259 SERIES. SINGLE SERVICE NO1LS; . 1. DO NOT I�ACKF9LL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPEETE10 BY THE DISTRICT. 2 WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS, HANDHOLE5, STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MI# ;VUM OF 3 FEET. FROM OTHER WATER METERS, SERVICES. FIRE HYDRANTS AND SLOrWOFr A SSEMB U E 5. 3. METER 80X SHALL 8E SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER STANDARD DETAILS W-17 AND W-16. TYPICAL SERVICE DETAIL REV6101f DATE SCALE AP ROVA: 4-23-14 NT5 K. V FU NtAVE R-- \GAD` L)ETAL%\AUTDCAD\SOGSCRX\WATEf4\W-18 TYPICAL SERVICE N TS SLPTEV0ER 23, 20,4 DWG. NO W-16 R-398820 W-398801 FOR INFORMATION ONLY U 00 N O O O T Q 1� H cn Q J 'z LU 0 z 0 z LI J rY