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HomeMy WebLinkAboutW-380510N W D I N crb Cl 0 N 8 8 N 0 N g Z J N 0 C) O_ W r 3 c W T•. Lki Q O J Q_ - I % �� z C ic m m D z D f L I L I s v D Z G7 Z C 3 Im m v � r 1 Z r UUKHUKA I IUN J I Ur o MUELLER B -20013 (IPT) m OR FORD F6500 s� J 2" HMA PAVING 6„ BO C °rAPPcT f G V 10' '�k �� r, � WATER SERVICE 10 � o ROMAC 101 -S POLYETHYLENE PLASTIC r NOT TO EXCEED 6" STAINLESS STEEL PIPE WITH FORD NO. 72 z 1 1 3 ` Q0 � 2" CUBE STRAP SADDLE STIFFENER INSERTED IN (IPT) OR EQUAL �T-� END OF PIPE O a Xz O J"\. 4 >> 4 >, 471 cam, 1 /3 L COMPRESSION PACK JOINT, FORD C16 PACK V) 3. 3� \� -44 (IPT) MINIMUM MINIMUM EXIST. A/C EXIST. A/C 6" 6„ SOIL PIPE (LENGTH AS REQUIRED) JOINT COUPLING H 15 54 200 WATERMAIN WATERMAIN FRONT SIDE FRONT CLASS 52 4 VALVE MARKER POST BLOW -OFF ASSEMBLY L r DUCTILE IRON Q o WATER MAIN SANITARY SEWER �\ OR OTHER UTILITY , O VALVE MARKER POST WILL BE MARKER POST 00 \\ REQUIRED UNLESS VALVE IS IN _ AUNLESSOBLOW -OFF PAVEMENT AND TOP OF VALVE PLAN \% BE REQUIRED BOX IS AT FINISHED GRADE. O z IS IN PAVEMENT. 4 1/4" DIA. X 1/8" MIN. THICKNESS CORPORATION STOP COMPRESSION PACK JOINT COUPLING NOTES: z 1' 1' CLEAR EDGE OF PAVEMENT - lO COUPLING: ASBESTOS CEMENT (A /C) BY DUCTILE IRON 2" HMA PAVING a �, a 1" METAL STOCK LENGTH AS REQUIRED ( ) WA TER SER�CE (DUCTILE IRON ROMAC STYLE 501 OR EQUAL). ' MATCH EXISTING GRADE:::: 2 DUCTILE IRON PIPE, CL. 52, DIAMETER TO MATCH EXISTING A/C. O I I 1 CLEAR o O3 BACKFILL EXISTING A/C AND COUPLING WITH PEA GRAVEL TO 1 ABOVE PIPE. 4O BACKFILL UNDER THE WATERLINE WITH CRUSHED ROCK COMPACTED TO 95% 10 °t STIFFENER INSERT MDD, OR CONTROLLED DENSITY FILL (CDF) PER GOVERNING ROAD AGENCY REQUIREMENTS. _ _ _ _ _ - --�- -- - ( 18 " -24" CAST IRON PROTECTIVE PAD � VALVE BOX W/ LID MARKED "WATER" I Lij - ROMAC 101 S 1�DT* O5 BACKFILL OVER THE TOP OF THE WATERLINE NTH CRUSHED ROCK COMPACTED SERIES 9408 OR AS I - APPROVED BY DISTRICT STAINLESS STEEL G� �j �� 'l,f TO 959 MDD, OR CONTROLLED DENSITY FILL (CDF) PER GOVERNING ROAD AGENCY REQUIREMENTS. BACKFILL OVER THE TOP OF THE WATERLINE WITH ATERMAIN I I 2 1/4" CUBE (INSIDE MEASUREMENTS)' 1 " � WATER MAIN STRAP SADDLE (IPT) OR EQUAL G�CO ��� .�0� NATIVE MATERIAL COMPACTED TO 9090 MDD IF LOCATED WITHIN EASEMENT OR / 8 MINIMUM THICKNESS r� �edwoo � o w a, UNIMPROVED AREAS. Q ELEVATION � c a o 60 A/C DISPOSAL PER CURRENT WAC AND PUGET SOUND AIR POLLUTION CONTROL AGENCY REQUIREMENTS. US PROTECTIVE PAD WATERMAIN NOTES: Cb�S Q,O j PLAN SECTION LENGTH AS REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE. NOTES: O4w EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) 1. SERVICE LINE FITTINGS: ALL FITTINGS SHALL BE CAST FROM WATER WORKS BRASS FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) CONFORMING TO C800. VALVE BOX PROTECTIVE PAD FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. 2. MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D -2239, SIDR 7, PE 3408 NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED (HI -MOL PLASTIC) WITH 16 GAUGE TRACER WIRE. v Q MARKER POST SHALL BE PAINTED WITH 2 COATS OF WHITE PAINT, LETTERS SHALL BE 2" HIGH AND STENCILED IN BLACK PAINT. MARKER WITH TWO (2) COATS OF METAL PAINT. r 2 � N MID POST SHALL BE LOCATED 10 FT. (MIN.) AWAY FROM EDGE OF ROAD WAY. .. ` w 88 rwo**� 1 " WATER SERVICE CONNECTION e -� Nv- A/C WATER MAIN REPLACEMENT VALVE BOX PROTECTION w VALVE OPERATING NUT EXTENSION I J 8 8 14 NTS 15 NTS - Q. � W o w SANITARY SEWER CROSSING rw*`� P AD AND MARKER POST zo z Q � z Q.2 NTS Q.3 NTS Wa oQ aQ o o u 0 0 U METER 00 pi u Q + Y m o EXISTING � 3 u z a \\ NEW 1" HI -MOL PLASTIC PIPE, CL. 200 TO WATER MAIN I __________ __ _ _____ TO HOUSE c C:- 3 1 g �Z5 m 00 IwIt a � t oo \ \. - - - - - - - - - - -- :EXISTING Ln N m 6" TO TOP OF . , ANGLE L- - - - - -J EXISTING SERVICE, PIPE TO BE SERVICE Z nt STOP " " 1 MIN. - 2 MAX. FROM INSIDE 3/4 & 1 SERVICES FRONT WALL OF METER BOX (TYPICAL) REMOVED (MIN. 2 OUTSIDE NEW METER BOX) AFTER TRANSFER OF SERVICE 3�5 o � p w O V o z a (TYPICAL FOR ALL SERVICES) T-4 Q PROVIDE NEW METER BOX (SEE NOTE 2) COMPRESSION PACK JOINT PLAN VIEW ADAPTER, MUST BE CAPABLE OF Z RECEIVING 3/4" OR 1" ANGLE FOR STANDARD 5/8 "x3/4" METER, INITH NO ADDITIONAL W H FITTINGS USE 3/4" ANGLE STOP W /LOCK WING, FORD NO. KV63 -342W OR / '7/77 1" HI -MOL PLASTIC PIPE, CL 200 MUELLER H -14259 SERIES. FOR 1" METER, USE 1" ANGLE STOP W /LOCK WING, FORD N0. KV63 -442W OR MUELLER H -14259 6" TO TOP OF 1" MIN. - 2" MAX. FROM INSIDE ANGLE STOP FRONT WALL OF METER BOX MID - STATES PLASTIC HDPE METER BOX N0. BC111812BXL ~_ V SERIES. 3/4" & 1" SERVICES TYPICAL FOR ALL SERVICES �' ( ) ( (TYPICAL) SINGLE SERVICE � COMPRESSION PACK JOINT ADAPTER, MUST BE CAPABLE OF Ui U) RECEIVING 3/4" OR 1" ANGLE Q STOP WITH NO ADDITIONAL I "x3/4" FITTINGS I FOR STANDARD 5/8 METER, Z Q USE 3/4" ANGLE STOP W /LOCK W Ch w W �- 1" HI -MOL PLASTIC PIPE, CL. 200 WING, FORD NO. KV63 -342W OR MUELLER H -14259 SERIES. O W NOTES EXISTING SERVICE & FITTINGS FOR 1" METER, USE 1" ANGLE STOP w N w W /LOCK WING, FORD NO. Q 'op V 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT. KV63 -442W OR MUELLER H -14259 SERIES. <0> O J w Z 0 > 2. WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS, SINGLE SERVICE Q Z W a. Q HANDHOLES, STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MINIMUM OF 0 w 300 3 FEET FROM OTHER WATER METERS, SERVICES, FIRE HYDRANTS AND BLOWOFF NOTES � V Q ASSEMBLIES. 1. BRING NEW WATER SERVICE INTO METER BOX AND INSTALL NEW ANGLE STOP, ETC. TO MATCH VERTICAL AND HORIZONTAL ALIGNMENT WITH EXISTING FITTINGS FOR METER RECONNECTION. "WATER" 0 W cl 3. METER BOX SHALL BE SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER CARSON LID #11184135 MARKED cry a. STANDARD DETAILS W -17 AND W -18. 2. DO NOT BACKFILL UNTIL BRASS FITTINGS HAVE INSPECTED Y THE L LLB S GS E BEEN B E Z O 3. WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS, HANDHOLES, Y W O U V Z STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MINIMUM OF 3 FEET FROM OTHER w V Q Q WATER METERS, SERVICES, FIRE HYDRANTS AND BLOWOFF ASSEMBLIES. 4. METER BOX SHALL BE SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER V U) STANDARD DETAILS W -17 AND W -18. (n HDPE METER BOX NO. BC111812BXL O INSTALLATION DETAIL FOR NEW O rw"* TYPICAL SERVICE DETAIL, S ERVICE TRANSFER TO EXISTING METER F OR 5/8 "x 3/4" METER �' 16 NTS 17 NTS PERMIT Ml AL BASE MAP 16A NTS SHEET 23 OF 24 DRAWING - I % �� z C ic m m D z D f L I L I s v D Z G7 Z C 3 Im m v � r 1 Z r o m s� J �