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GREEN 1/06/06 <br />q <br />BENT 3 <br />SCALE: 1 " = 10' <br />EXIST HINGE <br />SPAN 3 <br />Z <br />ag <br />USI <br />gZl <br />z <br />in OO <br />W <br />_� <br />X Z <br />W W <br />Zm <br />Crg <br />a_ <br />U U <br />Z <br />2 O <br />,rj U <br />Z <br />m <br />a� <br />U N <br />m U <br />g Z <br />V)O <br />U <br />�;a <br />X Z <br />W W <br />NOTE: SPAN 3 SHOWN, SPAN 6 SIMILAR <br />I_fL BENT 4 <br />P, SEE P, SEE <br />NOTE 2 NOTE 2 <br />TEMPORARY <br />SUPPORT ® I I TEMPORARY SUPPORT <br />SPANS 2& 7 I I ® SPANS 3& 6 I I <br />OG <br />II II � <br />NOTE: SPANS 2 & 3 SHOWN, SPANS 6 & 7 SIMILAR <br />HINGE <br />PARTIAL ELEVATION <br />SCALE: 1 " = 10' <br />OF SAN JOAQUIN <br />PROJECT ENGINEER DATE CHECKED DATE <br />D. PECCHIA 1/06/06 M. KANAAN 1/06/06 <br />MECE <br />COUF <br />TYP <br />EXIST <br />REMC <br />HOOK <br />TRANSVERSE <br />REINFORCEMENT r <br />rL HINGE <br />3'-0" 3'-0" <br />#410118 TOP MAT <br />O 12 BOT MAJ <br />I <br />f I <br />EXIST LONGITUDINAL I REMOVE EXIST <br />REINF TO REMAIN, TYP HINGE ASSEMBLY <br />WELDED SPLICE, TYP <br />SECTION A -A <br />SCALE: 3/4" = )'-0" <br />�- EDGE EXIST —rL EXIST HINGE <br />f1r/V T/P1 [-V I[^T JL •1 A <br />SAW CUT 1" DEEP <br />I <br />MECHANICAL <br />COUPLER, TYP <br />EXIST #10 <br />EXIST #9 <br />WELDED <br />CONNECTION,TYP <br />MECHANICAL <br />COUPLER, <br />TYP <br />TOP MAT REINFORCEMENT <br />EDGE EXIST (L EXIST HINGE <br />DECK, TYP <br />BOTTOM MAT REINFORCEMENT <br />NOTE: TRANSVERSE REINFORCEMENT NOT <br />SHOW, SEE SECTION A—A <br />HINGE REMOVAL DETAIL <br />SCALE: 3/4" = 1 '-0" <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE ' APPROVAL RECOMMENDED DATE SCALE <br />EXIST #10 <br />EXIST #6 <br />WELDED <br />CONNECTION, TYP <br />EXIST #10 <br />EXIST #8 <br />EXIST #9 <br />REMOVE EXIST <br />HOOK, TYP <br />TRANS <br />REINF <br />LONG <br />REINF <br />EXIST 1 <br />SLAB F <br />EXIST I <br />SLAB F <br />DRILL & BOND DOWELS SEE "TYPICAL <br />SECTION" SHEET FOR DETAILS <br />MRO ENGINEERS INC. AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />EXTEND TRANSVERSE TOP <br />& BOT MAT REINF IN CONC DRILL & BOND DOWELS SEE "TYPICAL <br />REPAIR AREA SECTION" SHEET FOR DETAILS <br />MRO MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />dru www.mroengineers.com <br />ENGINEERING - PLANNING - SURVEYING <br />EXISTING DECK CLOSURE <br />POUR REPLACEMENT <br />SCALE: 3/4" = 1'-0" <br />NOTES: <br />1. REMOVE CONCRETE IN THIS AREA, LONGITUDINAL <br />REINFORCEMENT TO REMAIN UNDAMAGED. <br />2. EACH TEMPORARY SUPPORT SHALL BE DESIGNED <br />FOR A TOTAL MINIMUM LOAD P = 300 KIPS. TEMPORARY <br />SUPPORT SHALL PROVIDE CONTINUOUS SUPPORT FOR THE <br />FULL WIDTH OF THE EXISTING SLAB. TEMPORARY SUPPORTS <br />MAY NOT BEAR ON CHANNEL BANK AFTER OCTOBER 1 <br />DUE TO ENVIROMENTAL CONDITIONS OF APPROVAL. <br />Z <br />O <br />Q <br />J <br />m <br />Q <br />2 <br />W <br />00 <br />It <br />O <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING o <br />FIELD DIMENSIONS BEFORE ORDERING OR N <br />FABRICATING ANY MATERIALS. 'o <br />Z <br />�oQROFES p r22 <br />N0. o <br />HINGE REMOVAL AND <br />G Ronald L Rivett m <br />l No. C031261 CONCRETE REPAIR Q <br />* EXP. 12/31/06 DETAILS 13: <br />lglF OF CAS- F ��\ IG <br />0 <br />• <br />T <br />I <br />f I <br />EXIST LONGITUDINAL I REMOVE EXIST <br />REINF TO REMAIN, TYP HINGE ASSEMBLY <br />WELDED SPLICE, TYP <br />SECTION A -A <br />SCALE: 3/4" = )'-0" <br />�- EDGE EXIST —rL EXIST HINGE <br />f1r/V T/P1 [-V I[^T JL •1 A <br />SAW CUT 1" DEEP <br />I <br />MECHANICAL <br />COUPLER, TYP <br />EXIST #10 <br />EXIST #9 <br />WELDED <br />CONNECTION,TYP <br />MECHANICAL <br />COUPLER, <br />TYP <br />TOP MAT REINFORCEMENT <br />EDGE EXIST (L EXIST HINGE <br />DECK, TYP <br />BOTTOM MAT REINFORCEMENT <br />NOTE: TRANSVERSE REINFORCEMENT NOT <br />SHOW, SEE SECTION A—A <br />HINGE REMOVAL DETAIL <br />SCALE: 3/4" = 1 '-0" <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE ' APPROVAL RECOMMENDED DATE SCALE <br />EXIST #10 <br />EXIST #6 <br />WELDED <br />CONNECTION, TYP <br />EXIST #10 <br />EXIST #8 <br />EXIST #9 <br />REMOVE EXIST <br />HOOK, TYP <br />TRANS <br />REINF <br />LONG <br />REINF <br />EXIST 1 <br />SLAB F <br />EXIST I <br />SLAB F <br />DRILL & BOND DOWELS SEE "TYPICAL <br />SECTION" SHEET FOR DETAILS <br />MRO ENGINEERS INC. AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />EXTEND TRANSVERSE TOP <br />& BOT MAT REINF IN CONC DRILL & BOND DOWELS SEE "TYPICAL <br />REPAIR AREA SECTION" SHEET FOR DETAILS <br />MRO MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />dru www.mroengineers.com <br />ENGINEERING - PLANNING - SURVEYING <br />EXISTING DECK CLOSURE <br />POUR REPLACEMENT <br />SCALE: 3/4" = 1'-0" <br />NOTES: <br />1. REMOVE CONCRETE IN THIS AREA, LONGITUDINAL <br />REINFORCEMENT TO REMAIN UNDAMAGED. <br />2. EACH TEMPORARY SUPPORT SHALL BE DESIGNED <br />FOR A TOTAL MINIMUM LOAD P = 300 KIPS. TEMPORARY <br />SUPPORT SHALL PROVIDE CONTINUOUS SUPPORT FOR THE <br />FULL WIDTH OF THE EXISTING SLAB. TEMPORARY SUPPORTS <br />MAY NOT BEAR ON CHANNEL BANK AFTER OCTOBER 1 <br />DUE TO ENVIROMENTAL CONDITIONS OF APPROVAL. <br />Z <br />O <br />Q <br />J <br />m <br />Q <br />2 <br />W <br />00 <br />It <br />O <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING o <br />FIELD DIMENSIONS BEFORE ORDERING OR N <br />FABRICATING ANY MATERIALS. 'o <br />Z <br />�oQROFES p r22 <br />N0. o <br />HINGE REMOVAL AND <br />G Ronald L Rivett m <br />l No. C031261 CONCRETE REPAIR Q <br />* EXP. 12/31/06 DETAILS 13: <br />lglF OF CAS- F ��\ IG <br />0 <br />