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9TH ST `- O WATER CONSTRUCTION NOTES <br /> 1 INSTALL NEW 1"SERVICE IN ACCORDANCE WITH DETAIL 1/D1. <br /> $ g 6"x 0"REDUCER ' PROVIDE TRANSITION COUPLING TO MAKE CONNECTION TO <br /> //////fff��� -8'x6"REDUCER EXISTING SERVICE, <br /> �� 2 INSTALL NEW 1'SERVICE IN ADDOROANCE WITH DETAIL 1/D1. <br /> I. / 828 820 816 812 9 CONNECT TO EXISTING WATER MAIN IN ACCORDANCE WITH <br /> 0. o a I 17• .)5"CP .75'CP 7.0 .75'CP 7.09.3119(A OF THE SPECIAL PROVISIONS. <br /> elf k - BOB CP 13 CUT&CAP E%.PIPE IN ACCORDANCE WITH 2-02.3(5)OF THE <br /> .75" <br /> iOD 1] x `�, SPECIAL PROVISIONS.ABANDON EXISTING PIPE IN PLACE.. <br /> I>10 CONCRETE THRUST BLOCK IN ACCORDANCE WITH 7-09.3(21)OF" <br /> I C=\ THE SPECIAL PROVISIONS. <br /> 17\ 31.x .- WTE VALVE <br /> /// ] 17" INLET PROTECTION. <br /> 's �.�x 2]% r X X A X % N I % X X %X % % N X % % 20 AFTER CITY FORCES SHUT OFF VALVE,REMOVE VALVE 80%, <br /> ,§ `''-' 1 x "B•.B'TEE 1 1 3 BACKEILL&COMPACT. <br /> 8"DI J <br /> 25 INSTALL NEW 1"SERVICE IN ACCORDANCE WITH DETAIL 0/01. <br /> x 8'DI <br /> E `� <br /> °' 21s"mx \� WETMORE AVE <br /> "' 306i0° 207i00 x 10BH0 10941 3 SEE DRAWING C6 <br /> F ... - :...20 -mow-. - - - -._ .. -. - _ ' FOR ROADWAY RESTORATION <br /> m 3 <br /> x 13 '' :� <br /> �' 'CI <br /> J I % N A EXISTING PIPE TO BE ABANDONED IN PUCE <br /> 17 -� x...20 17 <br /> % N 1 N X %25 K % X X X -X X A X E R X X X X N XEROX X I <br /> 905 <br /> 1"PE <br /> DCVA 3O60 R,llnioI 0,/I t <br /> FIRE <br /> PROTECTION <br /> WETMORE AVENUE PLAN <br /> SCALE:1"-20'0" 20 10 0 i0 00 <br /> FEET <br /> i z W W i >NOTE: <br /> W _ z z <br /> 125-...... N...O...CI...K...p ; <br /> W PI w 125 1. PROVIDE THRUST HSTMIAL PAT REVISION FITTINGS IAND VALVES,9,321. <br /> s t$ C ACCORDANCE MECHANICAL <br /> ANI AL JOINT <br /> RESTRAINSATTION7-09INT <br /> a S Lf i o G G PROVIDE MECHANICAL l01NT RESTRAINT AT ALL PIPE JOINTSOFFI WITH <br /> a a p a i G IN THE LENGTH SPECIFIED IN TABLE 5A ON EACH SIDE OF FITTING. <br /> s z <br /> "1 <br /> m Lr <br /> 120• c $ 6 9 m n 8 W z 3 G z r i <br /> 4 a m <br /> N u o .120 <br /> 3 <br /> z <br /> P. <br /> 1. I I I. .J. ' .I T <br /> � r <br /> m W <br /> 6 <br /> .. v P. -115 <br /> - -- ER GROUND <br /> ' - . <br /> tW e•x8'TEE _..__._ _._. .'� ' B'DI ]30 W <br /> I <br /> 4i 105• . <br /> -105 <br /> E{ EXIT"DAM MAIN <br /> $E 1w EX 10"SWR MAIN <br /> 1 f1 <br /> 1 i 204.920EK0 MOO 205.00 205.20 205.00 205+60 205+80 206.00 206.20 206.40 006.60 206+80 207.00 207020 207+40 207.60 207.80 208100 208.20 108.40 208.60 208.80 209� <br /> 1: <br /> 3 <br /> ii <br /> WETMORE AVENUE PROFILE <br /> R STA 204+50 TO STA 209+00 <br /> j SCALE HORI2i 1".20'VERT:1•,5r <br /> 8 '"'" I ate, <br /> i'mnM ADR*XODOI WATERMAIN PLAN AND PROFILE W11 <br /> ii . PUBLIC WO EVERETT WATER MAIN REPLACEMENT"V' <br /> on1E vo 1 REVWON Rw.,x.w.,:a WETMORE AVENUE -- / <br /> PUNS ISSUED FOR C 7200,M.UMI98201 WORK ORDER 3730 STA 204+50 TO STA 209+00 16 <br /> e 810 CONST RE[OflD �f' Awn,.A98201 <br /> >!. ACTION.DATE APRVD I ACTION;DATE APRA,I ACTION DATE-APRVD "L T4I14 .25.1578800 rvertttw.9w Rtl.n.H 10 110270 so // 26 <br /> w r... <br /> 11111 r 11111 11111 - 11111 - - N 111111 - a - - .r 10111 - r N <br />