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HomeMy WebLinkAboutWTR2703422.4NE 1/4 SEC 17, TWP 23N, RGE 05E, WM g ! ao C4 o U GO ii 04 ci Cn V J W Z Q J = co w LV 0 VS W Z 0 _ J Z ui EXISTING WATER LINE TESTING DETAIL } t8 Fr PLAN VIEW NEW WATER LINE VERTICAL CROSS(Iiii FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2- TAP & 2- TEMPORARY BLOW -OFF TEMPORARY BLOCK �­ CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 3- GATE VALVES (FLxMJ) 2- SOLID SLEEVEf: (MJ} OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL EXISTING WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES WATER CONNECTION DETAIL 3 VALVES CUT —IN INSTALLATION CTFT OF 102MN STANDARD PLANS LOT DATE:04/04 DATE I REVISION I BY IAPPR DWG. NAME: BRX03 SP PAGE: B112 1 WATER CONNECTION DETAIL - 3 VALVES CUT -IN INSTALLATION N.T.S. i� O > i m TESTING DETAIL Z tT0 FT <4 NEW WATER LINE aGSTIWG WATER LINE EXISTING TEE, DFAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING VERTICAL CROSS (MJx)i FOR POLYPIOONG I -BLIND FLANGE ON TOP WITH 2'TAP & 2 PLUG i-BLIND FLANGE ON BOTTOM I-PLIKYMJ) 111ii & 2- BLOW -OFF TEAR+. BLOCK FINAL CONNECTION DETAIL NEW WATER LIINNE/1 EXIST. WATER LINE / Ea-18E­ E 0 Y Y AFTER ALL TESTING, CLE/NANG BY POLYPIG AND DISINFECTION, O REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT 6 TO EXISTING WATER LINE WITH SLEEVE (MJ) O AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES O Z V) H WATER CONNECTION DETAIL m w CONNECTION TO EXISPING STUB OR DEAD—END LINE a0 U CTrr of R>�rnv /o VJ 6 m ~ Z 0 STANDARD PLANS V) LOT nerE 04/04 J U)U OO DATE REVISION BY APPR DWG. NAME: BRX8 SP PAGE: B116 Q g LIJ V) 4 WATER CONNECTION DETAIL LLJ- CONNECTION TO EXISTING STUB OR DEAD-END LINE N.T.S. O o CV z z 0 0 m z H xQ v IFS a pp „N. 1a dI 0��F 1 0 A j�ylg—gp I,�xII IACh wU CNN GH-H `� �v; 0 C7 w 0 p o pCm I S �1f C F CU' d C! Obi �{Yij oW y'i ��7��7++ p�p�yyqq �p�p��ssyylI o �bT ��7j''��[7 � U E+N N.I, .i E� %5..7� 1 IF4 III L --- WATER CONNECTION DETAIL 2 VALVES CUT —IN INSTALLATION ADOPTED fA Y OF RENTON i� �♦ STANDARD PLANE LOT DAM: 06/2003 DATE I REVISION.,,.. BY AppR DWG. NAME: BRX4 SP PAGE: B113 WATER .CONNECTION DETAIL 2 VALVES CUT -IN INSTALLATION N.T.S. CAP, AND WHERE CLEANOUT IS IN PAVEMENT; IRON RING & COVER PER IFCO #247 OR EQUIVALENT L-...41' WYE TEE, CROSS, OR 45' WYE AT BENDS 8 C�LEANOUT N.T.S. 45' BEND PERMANENT CAP OR CONNECT PIPE TESTING DETAIL it R A k TAPPING TEE (Iiiii TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2' TAP AND 2' PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2'TAP & 2- BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL „ OE]-ANEW D.I. WATER LINE AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL BOLTS AND NUTS SHAL BE COR-TEH. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2' SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAPS, INC., U.S. FILTER, SUPERIOR TAPPING INC. OR RATER CONNECTION DETAIL WESTERN UTILITIES SUPPLY CO., INC. 5. CONTRACTOR SHALL POTHOLE AND EVRIFY THE HORIZONTAL AND WET —TAP EXISTING WATER MAIN VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. QTY OF NARON 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER ♦ (� LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. / STANDARD PLANO LST DATE: 04/04 DATE I REVISION BY IAPPR DWG. NAME: BRX7 SP PAGE: B115 WATER CONNECTION DETAIL WET -TAP EXISTING WATER MAIN N.T.S. STAN11A115 AP71i gPTICNAL AFP­. 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RENTON 1 j sTavoii Fcav; 1 LST FAM n4/C4 � E G _c F -f1 .^.PF PA: F40g /'►c\Ic\IT nA\In�CTC L%lr%MA/AI V A►lr% Annn^A^LJ 110TA11 Q N.T.S. z W J g O O m � U � N � U g � o Z 0 o�_ V J Ld lL C) 0 W N O Q � P O z CV — ; \ pJ��t�1 M It U � C m Y U YJ J 13 U r i O 0� p L V)O } 00 Qb) ( N N 0 N N - XLL_ O O m Q_ w (h o �1 a a) N i 16 > j v In Q O I N -t o O } Y m O W z U) W 0 W ♦A H W W w _ = V 0 a J F II t- 403422 z W tw C4 U V Lu Z Lu 0 W W RECOMMENDED FOR APPROVAL a 0 By: Date: DATE 12/04/2007 By: Date: JOB NO. 131-004-07 DWG NO. C3.3 By: Date; SHEET By: Date: $ OF 8 R:\Projects\131 (TSA Arch itects)\004 07 (2nd and Morris)\dwg\sheets\MO-utdtO3.dwg CD uj 7_0�-