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D <br />O <br />D <br />0 <br />-TI <br />F_ <br />m <br />z <br />D <br />m <br />AJ <br />41 <br />-JJ <br />W -_u <br />0 <br />Fri <br />ZJ <br />r <br />F9 <br />z <br />O <br />REST PIER # 23 <br />BRIDGE DECK <br />CONCRETE <br />o <br />I I <br />it <br />-H I <br />0)N <br />REMOVE UNSOUND CONCRETE <br />-- <br />AS APPROVED BY ENGINEER, TYP END LOCK BASE <br />END LOCK ASSEMBLY <br />l'–,3"± 2'-5"± & VARIES 2'-4"± ® BRIDGE <br />4'-107/8"f & VARIES FACE OF APPROACH <br />-- SPAN CONC & END <br />LOCK BASE <br />AS -BUILT LONGITUDINAL END LOCK BASE SECTION <br />1" = 1'-0" <br />Y CL REST PIER # 23 2'-0" 5" <br />2" CLR 6" <br />TYP TYP <br />#5 TOTAL 2 <br />-H— <br />O . — •.._.— 1 —t• 3 <br />7— <br />CID <br />N <br />#5 10F- DRILL AND 1 <br />�� BRIDGE <br />� <br />33/4"t 2'-4Y2"± 33/4 f <br />3,-O"± <br />NOTE: END LOCK BASE NOT <br />SHOWN FOR CLARITY. <br />AS -BUILT TRANSVERSE END LOCK BASE SECTION <br />1" = 1'-O" <br />8Y2„ 5„ <br />TYP <br />#S:NPLL -- <br />H <br />N <br />m <br />+I <br />LI.I.. <br />GUTTER SUPPORT #5 DRILL AND <br />BOND DOWELS _/ <br />BOND DOWELS (CHEMICAL ""--" 1"0 A316 HILTI "HAS" STAINLESS <br />ADHESIVE), TOTAL 14C STEEL THREADED ANCHOR RODS, 3/,4 <br />NUTS & WASHERS, TOTAL 6. 3 <br />1'-3"t 2'-5"f & VARIES 2'-4" t ® BRIDGE PLACE IN 1Yg" (MAX 13/8") DIAMETER <br />CORED HOLE (12" EMBEDMENT) WITH <br />4'-107/8"t & VARIES ROUGHENED SURFACE AND HILTI <br />HIT–RE 500 V3 ADHESIVE CAPSULE <br />PER MANUFACTURERS RECOMMENDATION. <br />ss USE THREADED LOCKING SYSTEM ON <br />NUT THREADS, TYP <br />JOHN MANISCALCO m FACE OF APPROACH SPAN <br />w. No. 40911 CONC & END LOCK BASE <br />Exp. 3-31-17 <br />BRIDGE _ <br />� END LOCK <br />I <br />2'-4Y2"± <br />3'–O"± <br />ROUGHEN Y4" AMPLITUDE <br />ALL SURFACES IN CONTACT <br />WITH RAPID STRENGTH <br />CONCRETE, TYP <br />BRIDGE SOFFIT <br />GUTTER SUPPORT <br />RAPID STRENGTH CONC, <br />TYP (HAND PACK AREA <br />AT BRIDGE SOFFIT) <br />33/4"t ANON–SHRINK GROUT <br />(4,000 PSI), TYP <br />r <br />*� CIVIL REPAIR LONGITUDINAL END LOCK BASE SECTION REPAIR TRANSVERSE END LOCK BASE SECTION <br />Orf. of CALWO <br />F)j 2365 Iron Point Road <br />GENERAL NOTES LOAD FACTOR DESIGN <br />DESIGN: <br />BRIDGE DESIGN SPECIFICATIONS, <br />(1983 AASHTO WITH INTERIMS AND REVISIONS BY <br />CALTRANS). <br />REINFORCED CONCRETE: <br />fy = 60,000 PSI <br />f'c = 4,000 PSI <br />STRUCTURAL STEEL: <br />STAINLESS STEEL THREADED ROD, ASTM F593 <br />STAINLESS STEEL NUT, ASTM F594 <br />STAINLESS STEEL WASHER, ASTM A240 <br />LEGEND: <br />INDICATES NEW STRUCTURE. <br />INDICATES EXISTING STRUCTURE <br />EMM, INDICATES REMOVAL <br />NOTE: <br />1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING <br />FIELD DIMENSIONS BEFORE ORDERING OR <br />FABRICATING ANY MATERIAL. <br />2. THE CONTRACTOR SHALL TEMPORARILY RELOCATE <br />AND REINSTALL MECHANICAL AND ELECTRICAL <br />CONDUITS FOR END BASE REPAIR. <br />3. THE CONTRACTOR SHALL LOCATE PLACEMENT OF <br />END LOCK BASE AT EAST END OF BRIDGE TO <br />ALIGN VERTICALLY AND HORIZONTALLY WITH END <br />LOCK BASE AT WEST END OF BRIDGE. <br />Sui[e 300 <br />END LOCK <br />a <br />I <br />— <br />916-817-4747 <br />1 ` <br />1 <br />COUNTY <br />REMOVED EXISTING ANCHOR <br />SCALE: <br />AS NOTED <br />' <br />END LOCK REPAIR DETAILS <br />BACON ISLAND ROAD BRIDGE N0.29C-108 <br />BOLTS BY CORING CONCRETE <br />`1 I <br />AT MIDDLE RIVER END LOCK REPAIR PROJECT <br />BASE TO ALLOW INSTALLATION <br />DATE <br />i <br />DESIGNED BY <br />DATE <br />P <br />DATE <br />OF NEW ANCHOR BOLTS, TYP <br />DATE <br />SUBMITTED <br />DATE <br />APPROVAL <br />RECOMM NDED <br />DATE <br />J GREEN <br />6/06/16 <br />J. MANISCALCO <br />6/06/16 <br />J. MANISCALCo <br />6/06/16 <br />H. PROTIN <br />33/4"t 2'-4Y2"± 33/4 f <br />3,-O"± <br />NOTE: END LOCK BASE NOT <br />SHOWN FOR CLARITY. <br />AS -BUILT TRANSVERSE END LOCK BASE SECTION <br />1" = 1'-O" <br />8Y2„ 5„ <br />TYP <br />#S:NPLL -- <br />H <br />N <br />m <br />+I <br />LI.I.. <br />GUTTER SUPPORT #5 DRILL AND <br />BOND DOWELS _/ <br />BOND DOWELS (CHEMICAL ""--" 1"0 A316 HILTI "HAS" STAINLESS <br />ADHESIVE), TOTAL 14C STEEL THREADED ANCHOR RODS, 3/,4 <br />NUTS & WASHERS, TOTAL 6. 3 <br />1'-3"t 2'-5"f & VARIES 2'-4" t ® BRIDGE PLACE IN 1Yg" (MAX 13/8") DIAMETER <br />CORED HOLE (12" EMBEDMENT) WITH <br />4'-107/8"t & VARIES ROUGHENED SURFACE AND HILTI <br />HIT–RE 500 V3 ADHESIVE CAPSULE <br />PER MANUFACTURERS RECOMMENDATION. <br />ss USE THREADED LOCKING SYSTEM ON <br />NUT THREADS, TYP <br />JOHN MANISCALCO m FACE OF APPROACH SPAN <br />w. No. 40911 CONC & END LOCK BASE <br />Exp. 3-31-17 <br />BRIDGE _ <br />� END LOCK <br />I <br />2'-4Y2"± <br />3'–O"± <br />ROUGHEN Y4" AMPLITUDE <br />ALL SURFACES IN CONTACT <br />WITH RAPID STRENGTH <br />CONCRETE, TYP <br />BRIDGE SOFFIT <br />GUTTER SUPPORT <br />RAPID STRENGTH CONC, <br />TYP (HAND PACK AREA <br />AT BRIDGE SOFFIT) <br />33/4"t ANON–SHRINK GROUT <br />(4,000 PSI), TYP <br />r <br />*� CIVIL REPAIR LONGITUDINAL END LOCK BASE SECTION REPAIR TRANSVERSE END LOCK BASE SECTION <br />Orf. of CALWO <br />F)j 2365 Iron Point Road <br />GENERAL NOTES LOAD FACTOR DESIGN <br />DESIGN: <br />BRIDGE DESIGN SPECIFICATIONS, <br />(1983 AASHTO WITH INTERIMS AND REVISIONS BY <br />CALTRANS). <br />REINFORCED CONCRETE: <br />fy = 60,000 PSI <br />f'c = 4,000 PSI <br />STRUCTURAL STEEL: <br />STAINLESS STEEL THREADED ROD, ASTM F593 <br />STAINLESS STEEL NUT, ASTM F594 <br />STAINLESS STEEL WASHER, ASTM A240 <br />LEGEND: <br />INDICATES NEW STRUCTURE. <br />INDICATES EXISTING STRUCTURE <br />EMM, INDICATES REMOVAL <br />NOTE: <br />1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING <br />FIELD DIMENSIONS BEFORE ORDERING OR <br />FABRICATING ANY MATERIAL. <br />2. THE CONTRACTOR SHALL TEMPORARILY RELOCATE <br />AND REINSTALL MECHANICAL AND ELECTRICAL <br />CONDUITS FOR END BASE REPAIR. <br />3. THE CONTRACTOR SHALL LOCATE PLACEMENT OF <br />END LOCK BASE AT EAST END OF BRIDGE TO <br />ALIGN VERTICALLY AND HORIZONTALLY WITH END <br />LOCK BASE AT WEST END OF BRIDGE. <br />Sui[e 300 <br />Folsom, CA 95630 <br />916-817-4747 <br />COUNTY <br />OF SAN JOAQUIN <br />SCALE: <br />AS NOTED <br />END LOCK REPAIR DETAILS <br />BACON ISLAND ROAD BRIDGE N0.29C-108 <br />AT MIDDLE RIVER END LOCK REPAIR PROJECT <br />DRAWN BY <br />DATE <br />DESIGNED BY <br />DATE <br />77 <br />PROJ ENGINEER <br />DATE <br />CHECKED BY <br />DATE <br />SUBMITTED <br />DATE <br />APPROVAL <br />RECOMM NDED <br />DATE <br />J GREEN <br />6/06/16 <br />J. MANISCALCO <br />6/06/16 <br />J. MANISCALCo <br />6/06/16 <br />H. PROTIN <br />6/07/16 <br />�/� <br />ww <br />Sheet No. <br />2 of 2 <br />