Laserfiche WebLink
- — NM _. — — r MI r MI r - OMB MI MIR - s MI - <br /> O WATER CONSTRUCTION NOTES <br /> 5 � • 1 PROVIDE INSTALL TRANSITION RANSOION COUPONS TO MAKE CONNECTION TO <br /> EW 1.SERVICE IN ACCORDANCE WITH DETAIL I <br /> S 10TH ST �?) 926 .. <br /> EXISTING SERVICE. <br /> q 1] 17 2 <br /> 7S•CP 9 CONNECT TO EXISTING WATER MAIN IN ACCORDANCE WITH <br /> 1 92x '!1%%' .. 7.09.3119ICONCRETE OF THE SPEBLOCK <br /> IALKI PROVL510NS. - <br /> - (/ (j• <br /> 931 75"CP 920 34 CONCRETE THRUST BLOCKINACCORDANCEWIM7-09.3I2110F • <br /> - <br /> .5`CP 906 THE. SPECIAL PROVISIONS. <br /> JS'Cl 9 910 .75„CP f]- INLET CAP EU.TON. <br /> L -----. 19 CUTB CAP EX.PIPE IN ACCORDANCE WITH I-02.3(5)0F THE <br /> S SPECIAL PROVISIONS&BLIND FLANGE TEE. <br /> 6 22 REMOVE EXISTING METER BOX 8 PROVIDE NEW METER BOX. <br /> 22 24 INSTALL NEW 1„SERVICE IN ACCORDANCE WITH DETAIL 3/D1. <br /> ���pp �) SEE DRAWING C6 <br /> s 10V, <br /> 1-(/ '' df6 O _ L I/ I /�, j Ol Ia y FOR ROADWAY RESTORATION <br /> a <br /> r r 1] / <br /> U �'m L�� 20000 W ETMORE AVE 102„00 B„DI �03� 10era0 i 3 - x X k EXISTING PIPE TO BE ABANDONED IN PLACE <br /> 1 - — <br /> DETAIL .... _- — _ _ <br /> (� 17 LA <br /> �III�IIXII41I —X K x 11 x R X K- X--X--B X -X---X• X X X X X X X 'X X X X K' X X X-X K K X R •X k X X X• X 0 X R R X X X X <br /> 1 <br /> SOS N81\)CC <br /> • <br /> WETMORE AVENUE PLAN <br /> SCALE:1„20,0. <br /> m 10 0 FEET 10 40 <br /> 6 El 1 o ..ti es. 'p NOTE:El <br /> 230- ...,* 3 ... 0 _ 1. ACCORDANCE <br /> DE THRUST HSTMINTAT ALL FITTINGS ANDV IN <br /> Z' p z w ri ACCORDANCE WITH SPECIAL PREVISION SECTION 7-09.3(21). <br /> O1 R: '' AA C •130 PROVIDE MECHANICAL JOINT RESTRAINT AT ALL PIPE JOINTS WITH <br /> n i <br /> o ^' �i c c �+ m i IN THE LENGTH SPECIFIED IN TABLE SA ON EACH SIDE OF FITTING.% <br /> m yy r z <br /> 8 $ W `>`, W c G <br /> 125• o �� w <br /> u a R •Iss <br /> N <br /> (_ I I s W <br /> _ p <br /> 120 • B'GATE VALVE - .. ROUND [1 <br /> .. <br /> 120 <br /> 1E 12'GATE VALVE <br /> 1g lu- <br /> A 1Tx 12„CROSS I2'x B"REDUCER B'DI OO <br /> EEC_ SA 1;' B'REDUCER <br /> Ku B GATE VALVE <br /> 69 110• .. EX M SWR MAIN 12'x 12'CROSS ,.►� <br /> Y -110 <br /> i OD I DU <br /> 105-- Q <br /> -105 12'GATE VALVE <br /> • <br /> I 1 100. <br /> ggg30 200+00 200+20 200+40 200+60 200110 201+00 201+20 201+40 201H60 201+90 202+00 202+20 202M0 202+60 202+10 203+00 203+20 203+40 203+60 203+80 204+00 204+20 204+4004+50 \ / <br /> Z DETAIL I <br /> WETMORE AVENUE PROFILE <br /> 3° STA 200+00 TO STA 204+50 <br /> iSCALE:HOBI2:1„420'VERT:1'45. <br /> OtArail <br /> Or TNO <br /> R EVERETT ".' <br /> i i p 1 E" I"" "=EE""'" ' fJ / PUBLIC WORKS WATER MAIN REPLACEMENT"V" WATERMAIN PLAN AND PROFILE W10 <br /> NO OAt[APRVD REVISION ...::I.M- WETMORE AVENUE y....PUNS ISSUED FOR MOO ce0o.greXt <br /> BID COAST RECORD S "= Ewer,11458201 WORK ORDER 3730 <br /> 1 ACTION -DAATE r APRVD I ACTION DATE APRVD I ACTION DATE'ARM R" .�1{-� x2s.25],1PR..ea".e.PP. RIVALS-lI I 1TAIF-wA STA 200+00 TO STA 204+50 15 26 <br />