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Home My WebLink AboutS-330702,J4 r 3 a m O W 0 M C ile g a a Lu z a a s O 5 1 to O rA N [�.71 W W a x 1 c0 O O P111019 IIN UIS0011011ED RIQHT OF I •�''�~ NAY MISTALL METER BOOT AT Ln r. Cv • LONG COPPER TA4.PIECE. O CV _j N 9 H CITY TYPE TIC' SOFT Corm nom C" . W q Q C7 � N Ln vi Z" J H a W a g o � z o U ck:: 5 3 Lam, Z O p Z U C� !;mF 13 4 N } J o � ZQ rpo � r Z t � EXISTING WATER LINE TESrIM DETAIL t6 FT PLAN VIEW NEW WATER LINE VERTICAL CRDSS(MJmFL) FOR PmYPI ONE BLUM FLANGE ON TOP WITH P TAP L 24PLUG ONE BLDNB FLANGE ON BOTTOM NNE OLD PLUG WITH 2' TAP L 2' TEMPORARY 2LOV• -OFF TEMPORARY BLOCK �— CUT -IN (BY CITY FORCES) TEE O LWL) V/ CONC. BLOCK 3- GATE VALVES WL30i) P- SOLID SLEEVES OLD OR RO--M AC COUPLINGS — t- PLUG (M„D V/241TAP L TEMP. ROW-wr TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONVECTION DETAIL Ai 18E AFTER ALL TESTING. CLEANM BY PDLYM AND DNSDNFECTION, REMOVE TEMP. BLACK L BLOW-LfF L CONNECT WITH SLEEVE 04.0 L D.I. SPOOLS FINAL CO MNECTMN BY CITY FORCES EXISTING WATER LINE WATER CONNECTION DETAL 3 VALVES CUT --IPA INSTALLATION STANDARD DETAIL 13112 WATER CONNECTION -CUT IN SCALE: N.T.S. TEMPORARY 2" GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. CO'V'ER (12 -INCH DIAMETER AND OVER) NEW WATER MAIN I POL�� VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF wour IL. Cam smu BE THE ,smK AS SIZE OF MAN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS MnTN 2" TAP t 2' TEMPOR�NIY BLOW -Off A'1SEMBI.Y (REMOVE BLOW -OFF ASSEMBLY AND MISTALL 2- PLUG AFTER REWMAL OF CMWMNG `POLY-PIG') ONE BLIND FUWE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS ANO PpLYPIGS SHALL IE REmmm FROM SUMP OF VERTICJII. CROSS BEFORE OISINFECTMDN OF' NEW WATER MAN STANDARD DETAIL 13114 POLYPIGGING STATION SCALE: N.T.S. e w M • WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING NW 1/4, SECTION 32, T 24 Nq R 5 Eq W.M. 13'x24' PLASTIC METER ON EQUAL TO MID - STATES PLASTIC, INC. BCF SEIM4S M3W 1324-16 WITH 1.75' THICK OUCIILE IRON DIAMOND PLATE CO11ET1 EQUAL TO MD- STALES PLASTICS. INC. MSWC- 1324 -R WITH HEADER LIO AND 1 -5/tr DNaLLED HOLE FOR TOUOIREAD PIT LID (SEE DETAIL A--A) --- ---- -- � 9" MIN 12 MAI W MIN COVER 22 -1/7' Cny P111019 IIN UIS0011011ED RIQHT OF I •�''�~ NAY MISTALL METER BOOT AT PROPERIV LINE MATH 120 • LONG COPPER TA4.PIECE. l+ I CV Q N H CITY TYPE TIC' SOFT Corm nom C" . W q C7 Ln vi Z" o � -vi � Scri Q �a W N 2i Q ti M O A a Z Lai Q LEI I"- a .. 2 0 o W z m a 0 m o N EXISTING WATER LINE TESrIM DETAIL t6 FT PLAN VIEW NEW WATER LINE VERTICAL CRDSS(MJmFL) FOR PmYPI ONE BLUM FLANGE ON TOP WITH P TAP L 24PLUG ONE BLDNB FLANGE ON BOTTOM NNE OLD PLUG WITH 2' TAP L 2' TEMPORARY 2LOV• -OFF TEMPORARY BLOCK �— CUT -IN (BY CITY FORCES) TEE O LWL) V/ CONC. BLOCK 3- GATE VALVES WL30i) P- SOLID SLEEVES OLD OR RO--M AC COUPLINGS — t- PLUG (M„D V/241TAP L TEMP. ROW-wr TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONVECTION DETAIL Ai 18E AFTER ALL TESTING. CLEANM BY PDLYM AND DNSDNFECTION, REMOVE TEMP. BLACK L BLOW-LfF L CONNECT WITH SLEEVE 04.0 L D.I. SPOOLS FINAL CO MNECTMN BY CITY FORCES EXISTING WATER LINE WATER CONNECTION DETAL 3 VALVES CUT --IPA INSTALLATION STANDARD DETAIL 13112 WATER CONNECTION -CUT IN SCALE: N.T.S. TEMPORARY 2" GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. CO'V'ER (12 -INCH DIAMETER AND OVER) NEW WATER MAIN I POL�� VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF wour IL. Cam smu BE THE ,smK AS SIZE OF MAN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS MnTN 2" TAP t 2' TEMPOR�NIY BLOW -Off A'1SEMBI.Y (REMOVE BLOW -OFF ASSEMBLY AND MISTALL 2- PLUG AFTER REWMAL OF CMWMNG `POLY-PIG') ONE BLIND FUWE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS ANO PpLYPIGS SHALL IE REmmm FROM SUMP OF VERTICJII. CROSS BEFORE OISINFECTMDN OF' NEW WATER MAN STANDARD DETAIL 13114 POLYPIGGING STATION SCALE: N.T.S. e w M • WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING NW 1/4, SECTION 32, T 24 Nq R 5 Eq W.M. 13'x24' PLASTIC METER ON EQUAL TO MID - STATES PLASTIC, INC. BCF SEIM4S M3W 1324-16 WITH 1.75' THICK OUCIILE IRON DIAMOND PLATE CO11ET1 EQUAL TO MD- STALES PLASTICS. INC. MSWC- 1324 -R WITH HEADER LIO AND 1 -5/tr DNaLLED HOLE FOR TOUOIREAD PIT LID (SEE DETAIL A--A) --- ---- -- � 9" MIN 12 MAI W MIN COVER 22 -1/7' Cny P111019 IIN UIS0011011ED RIQHT OF I •�''�~ NAY MISTALL METER BOOT AT PROPERIV LINE MATH 120 • LONG COPPER TA4.PIECE. SIDEVIALK I I Q N MEM TO BE SUPPLIED BY TNE 12" CITY TYPE TIC' SOFT Corm nom C" . W q vi Z" L�.1 �a Q S I Z Lai a .. 2 o W z EXISTING WATER LINE TESrIM DETAIL t6 FT PLAN VIEW NEW WATER LINE VERTICAL CRDSS(MJmFL) FOR PmYPI ONE BLUM FLANGE ON TOP WITH P TAP L 24PLUG ONE BLDNB FLANGE ON BOTTOM NNE OLD PLUG WITH 2' TAP L 2' TEMPORARY 2LOV• -OFF TEMPORARY BLOCK �— CUT -IN (BY CITY FORCES) TEE O LWL) V/ CONC. BLOCK 3- GATE VALVES WL30i) P- SOLID SLEEVES OLD OR RO--M AC COUPLINGS — t- PLUG (M„D V/241TAP L TEMP. ROW-wr TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONVECTION DETAIL Ai 18E AFTER ALL TESTING. CLEANM BY PDLYM AND DNSDNFECTION, REMOVE TEMP. BLACK L BLOW-LfF L CONNECT WITH SLEEVE 04.0 L D.I. SPOOLS FINAL CO MNECTMN BY CITY FORCES EXISTING WATER LINE WATER CONNECTION DETAL 3 VALVES CUT --IPA INSTALLATION STANDARD DETAIL 13112 WATER CONNECTION -CUT IN SCALE: N.T.S. TEMPORARY 2" GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. CO'V'ER (12 -INCH DIAMETER AND OVER) NEW WATER MAIN I POL�� VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF wour IL. Cam smu BE THE ,smK AS SIZE OF MAN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS MnTN 2" TAP t 2' TEMPOR�NIY BLOW -Off A'1SEMBI.Y (REMOVE BLOW -OFF ASSEMBLY AND MISTALL 2- PLUG AFTER REWMAL OF CMWMNG `POLY-PIG') ONE BLIND FUWE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS ANO PpLYPIGS SHALL IE REmmm FROM SUMP OF VERTICJII. CROSS BEFORE OISINFECTMDN OF' NEW WATER MAN STANDARD DETAIL 13114 POLYPIGGING STATION SCALE: N.T.S. e w M • WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING NW 1/4, SECTION 32, T 24 Nq R 5 Eq W.M. 13'x24' PLASTIC METER ON EQUAL TO MID - STATES PLASTIC, INC. BCF SEIM4S M3W 1324-16 WITH 1.75' THICK OUCIILE IRON DIAMOND PLATE CO11ET1 EQUAL TO MD- STALES PLASTICS. INC. MSWC- 1324 -R WITH HEADER LIO AND 1 -5/tr DNaLLED HOLE FOR TOUOIREAD PIT LID (SEE DETAIL A--A) --- ---- -- � 9" MIN 12 MAI W MIN COVER 22 -1/7' Cny P111019 IIN UIS0011011ED RIQHT OF I •�''�~ NAY MISTALL METER BOOT AT PROPERIV LINE MATH 120 • LONG COPPER TA4.PIECE. SIDEVIALK I I N MEM TO BE SUPPLIED BY TNE 12" CITY TYPE TIC' SOFT Corm nom C" . NEW DUCTILE ANON IF SERVICE LINE 710 HOUSE IS TO BE INSTALLED N 1HE FU'RNIE INSTALL FORD 014-33 OR 44 FDT x COMPIR 111011 COUPLING LOOP DOWN TO CEN70 IE OF MATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LIE TO METER. _µ-�„ OR McOO F= 21- 21501100 = OR MUELLER: 3/4-0- 2470 -2 " CHILE SALL VALVE ON INLET AND SINGILE CHECK VALVE 00 OUTLET CORPORATION STOP. FORD TAPERED THREAD FCN VOH72 -19WI - 44-44Q OR (CC). QUICK JOINT MdXPIALp 21- 413WCQQI 011 MUEUjM 1 -5- 2470 -2 (314' FIOOD -3-G) Or AY MCCONALD 47010 OM LINLET AND OUTLET UM PACK JMT UM aaPPER. (1' FIC100 -4-0) OR AY MCOQNALD 47010 PAOLOCK == ON INLET ANGLE BALL VALUE NO '3IMI DECK VALVE ON OUTLET. ALL PACK -JOINT RT10= SHALL BE WI1H anaK JOINT. NOTE: ALL METER BONES INSTALLED MM CONCRETE OR PAVED DRIVEWAYS MIALL BE CAST - •*M EQUAL TO OLVAPIC FOUNOMY. EVAN" JOINTS MUSH K MSTALLED ON BOTH SIDES OF METER BOK. t 3/4' OR 1' GA.VAMED PLUG DULL 1 --5/B" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOU04WAD DEVICE 2--1 /Y MIS/. FROM NEAREST AND F1lOMIT EDGE CIF PIT LID NOTE: J THE CENTER OF 11HE HOLE MUST BE AT LEAST 1" FROM UNOERNEATH RIBS UNLESS THE 4-N SPACMG ALLM THE NUT TO TroMTEN AGAINST 1HE OPEN SSE OF MORE THAN ONE RIB. STANDARD DETAIL 8106 WATER SERVICE CONNECTION SCALE: N.T.S. ROLL 2 0 ;2 3/4" & I " RATER SERVICE PROPERTY LINE 6' -d" ! FUTURE 6" BUILDING SEATER PIPE I BUILDING SEAR 2"x C STUD SERVICE MARKER PANT TEE MATH B" SIDE OUTLET UPPER PORTION VHTE ANS STENCIL ON WE WORDING 'SEWER` WITH 3•' H04 BLACK LETTERS. AND /B IM WRAPPED AROUND TiIE STUD AND EXTENDED TO THE TOP OF THE STUD. A: _WE SEVER AND , SEIIIER UI&ESS OTMERMASE APPROVED BY THE CITY. MAKE TAP 7141110LIGH CAST MLf.BN SADDLE SECURED TO SEWER MAIN WITH STAINLESS S M BANDS WHEN CONN1EC7ING NEW SIDE SEWERS TO Eft7M MAIN. PLAIN AND Fo3woRCED OONCTiE•TE, DI PIPE AND Q PIPE SEWER MAINS ARE TO BE COIF DIWLLLED. VITFAFED CLAY PPE SHALL BE CUT AND HAVE A NEW TEE SECT00) IN. Or ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX M Oro CONCRETE eLOacING �r MIN S1 QPE HORIZONTAL 6" SIDE OUTLET TEE SEINER MAIN S•• MIN. SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL „DE SEWER ELEVATION Of j� AT PAIN OVER 25 F1I Fes.; NO UNLESS OTHERWISE SHOWN ON R.M. SIDE SEWER SHALL HAVE A MNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOITER. STANDARD DETAIL B078 SIDE SEWER CONNECTION SCALE: N.T.S. F IR 5. 2 S- 330702 STANDARD SIDE SERER DISTALLATION (SERER W" TO, PROPERTY LM) RECOMMENDED FOR APPROVAL er wry: 8Y: DATE: er aArE K '7'll,wl fJ1t o� Infrastructure ICON Consulting _ Corporation 1082 Kirkland Avenue, N.E., Suite B Renton, Washington 98056 Phone: 425 -272 -1020 -Fax: 425 -272 -1021 F xP ES: 04- 106 --011 cM ; :T • 3„30 70 Z zaa-' 5.1 C 70 2 SCANNED MAY 12001 I�