Utility Accomodation WA ST Dept of Ecology

NEW 90°BEND,WWI W/ BRIDGE GIRDER B RESTRAINT LUGS EACH END / / / WEB PL / DO NOT DISTURBPORTAT ISTING �f um ' I PIPE SUPPORT AT BRIDGE EXISTING DIP GIRDER / / / RESTRAINT LUGS,EACH �ia. l BRIDGE GIRDER t J END 0F90°BEND STIFF PL,TYP ,...._ / /�, �X� NEW 6"DIP \�o��a / / X ROMAC ALPHA ff. risw / (1� WATER MAIN REPAIR / FC COUPLING ■/I4/ LOCATION AT E%ISTING ' �I'I� ,IBRIDGE PIER 2W-SEE / ROMAC FJ RESTRAINT,FL-FL, OETAILA / CENTER ON BOTTOM FLANGE AL EXISTING PIPE SUPPORT 50 25 D 103 x COF ENTERO GIRDER FEET 50 / _pDTPyy— TPN� — SEE NOTES 1-3 —DOTRfN— / BOTTOM FLANGE EXISTING 8"DIP BRIDGE CROSS �� EAM BOTTOM FLANGE / / )T 00 /--- OF BRIDGE GIRDER BRIDGE GIRDER PIPE SADDLE 1—__-- _ ROMAC FI / / ROMAC ALPHA i 15 NB / / I 5"MIN EMBED _/ FC COUPLING �_ TOP OF BRIDGE / / / CROSS-BEAM imaillili• 150' / / - _ _ t t � EOTES BRACKETS PER WSDOT _ _--- - _ EXISTING PIPE , WSDOT ROW, / SUPPORT TO REMAIN SEE ROW PLAN SR 5/2T02,DATED / / SEE NOTES 1-3 NOTE 5 SEPTEMBER 23,2005� // / 1111111111111111 / NEW 8"DIP %We- OMil EXISTING PIPE - IS SB / .1 SEE / 1 Al0 NOTES 1-3 ON II / �x l SUPPORTDETAIL A / / ( ( _ q/�„_ RESTRAINT —,9)OT AA — .Z` / EXISTING BRIDGE LUGS � / E%ISTING BRIDGE T, / PIER,TYP / GIRDER,TYP ,Y �Q- M,WM°BEND J EXISTING CONCRETE / / / y� / ,tQ REUSE E%ISTING RESTRAINT BI BRIDGE PIER / /t / `ti / A��i RODS FOR HORIZONTAL RUN O NOTE: / / // / 5,0� 1 THE DESIGN INTENT IS TO UTILIZE EXISTING ANCHOR HOLES AND EXISTING PIPE SUPPORT HARDWARE DRILLING MAY BE SECTION B-B / t' REQUIRED TO ENLARGE EXISTING HOLES ANCHOR BOLTS SHALL BE REPLACED ANCHORS SHALL BE 1-IN DIA F1554 GRADE 36 TR /, PLAN t DAMAGEOEXIST N SET NGREINFORC ADHESIVE ING BARS WHEN DRILLING INTO CONCRETEL ALLOW EPDXY TO FULLY L PER MANUFACTURER'S(CURE BEFO ESLOAO LODO ADING scuT -� 2 BRIDGE RECORD DRAWINGS INDICATE EXISTING ANCHOR BOLTS ARE 1-1/4"DIA FIELD MEASUREMENTS FROM OPPOSITE SIDE OF RIVER SUGGEST ACTUAL ANCHOR BOLT SIZE IS 1"DIA 1"DIA IS ASSUMED FOR THE ANCHOR DESIGN UPSIZING ADHESIVE ANCHORS TO MATCH EXISTING ANCHOR BOLT DIAMETER IS PERMITTED,UP T01-1/4"DIA NOTIFY ENGINEER IF EXISTING ANCHOR BOLTS ARE OUTSIDE THIS RANGE WATER MAIN REPAIR 3 NEW ANCHOR LOCATIONS MAY BE REQUIRED IF EXISTING HOLES ARE FOUND TO BE UNSUITABLE EXISTING ANCHOR HOLES THAT NEED TO BE ABANDONED SHALL BE CLEANED OF DUST AND DEBRIS AND FILLED WITH GROUT PER THE GENERAL NOTES. LOCATION AT EXISTING NEW ANCHORS SHALL BE LOCATED A MINIMUM OF(3)ANCHOR DIAMETERS FROM UNUSED OR ABANDONED HOLES BRIDGE PIER 2W-SEE DETAIL 4 DURING INSTALLATION OF WATER MAIN REPAIRS,A CHAIN MAY TEMPORARILY BE WRAPPED AROUND THE EXISTING BRIDGE GIRDER TO HOIST PARTS AND MATERIALS N0 M0RE THAN 500 LBS MAY BE SUPPORTED BY THE CHAIN AT ANY TIME THE CHAIN SHALL BE RATED FOR A SAFE WORKING LOAD OF AT LEAST 1,000 LBS THE CHAIN SHALL BE PLACED AT A GIRDER s t1 ''`r STIFFENER PLATE LOCATION,AND SHALL BE REMOVED AT COMPLETION OF THE PROJECT $ �yV Olt W-\ W L—� w______I} 5 EXISTING ANCHORS IN THESE LOCATIONS APPEAR TO BE IN ACCEPTABLE CON DRION.HOWEVER,IF IT IS DISCOVERD THAT THESE 8 E.GRAND AVE _ ANCHORS HAVE ALSO FAILED,THEY SHALL BE REPLACED ACCORDING TO NOTES I-3 PRI0R TO INSTALLATION OF WATER MAIN B L EXISTING 8-IN WATER MAIN, REPAIRS DETAILA SUSPENDED FROM BRIDGE //T STRUCTURE sre,c z EXISTING GROUND) ' •-_,max\ s i RAILROAD - - - 7... ---- SNOIHRIVE }R I3 I I i— SECTION 1g 33 3f i4 12 ISSUED FOR CONSTRUCTION Ian.ire -" _ o�.t WATER MAIN REPAIR AT C-CIVIL C3 ^$ � ,Ep /4e &N 1E7EVERETT SR-5BRIDGE645W „ 1! o<,u oaf PUBLIC WORKS B No DATE APRVD REVISION .R DDadarSteet WORK ORDER 2020-0858 BRIDGE ATTACHMENT-WATER MAIN 3 PLANS ISSUED FOR FINAL �V EveDMt,WA98201 REPAIR PLAN&DETAILS 3„ BID COAST RECORD w¢' 41S2518800 everenva Pov er 2 ACTION DATE APRVO ACTION DATE APRVD ACTION DATE APRVD Issued e/1B/30 y MLO