20201088 Ver 1_230368_SMU_GD_CrutchRepair_PreliminaryPlans_20200827

DETAIL ``B''‚"‚"( TYP. )1'-4"( TYP. )
1'-4"3"3"7"7"(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)3"3"7"7"
(TYP.)(TYP.)(TYP.)(TYP.)
(TYP.)PLAN1'-8" *1'-8" *BRIDGE DECKEXISTING CONCRETECRUTCH CAPHP 14X73(TYP. BOTH SIDES)PILES AND BEARINGS•" STIFFENERS AT(TYP.)BARS#6 DOWELPILE ACCESS HOLE REPAIR DETAILTHE ENGINEER.MAY BE ADJUSTED AS APPROVED BY* DIMENSIONS OF THE PILE ACCESS HOLES(TYP.)BARS#6 DOWEL(TYP.)BARS#6 DOWELREPAIR DETAILSEE PILE ACCESS HOLEELEVATIONCRUTCH CAPHP 14 x 73STEEL PILEHP 14 x 73(4 REQUIRED FOR EACH BENT)MINIMUM OF •" ON ALL 4 SIDES)(} SHOULD OVERHANG STEEL PILE ACOVER PLATE DETAIL EXISTING REINFORCING STEEL NOT SHOWN FOR CLARITY.(TYP.)2"DETAIL--THIS SHEET)(SEE COVER PLATEON TOP OF PILE•" COVER PLATE{ BRIDGE6'-7"|(TYP.)STEEL PILEHP 14 X 73PROPOSEDELEVATIONSEE DETAIL ``B''32'-6" (OUT TO OUT)30'-0" (CLEAR ROADWAY)SEE DETAIL ``B''ON SHEET S-3.SEE ``BEARING DETAILS''INSPECTION REPORT.UPON THE 1/7/2020 BRIDGE THE BOTTOM OF GIRDER, BASEDAPPROXIMATELY 5.25 FEET BELOWWATER SURFACE ELEVATION ISREPORT)1/7/2020 BRIDGE INSPECTIONBENT 1, BASED UPON THE(29' BELOW TOP OF RAIL ATAPPROXIMATE EXISTING GROUNDNO.NO.BY:BY:DATE:DATE:REVISIONSSHEET NO.TOTALSHEETSSTATE OF NORTH CAROLINARALEIGHCOUNTYPROJECT NO.DEPARTMENT OF TRANSPORTATION1234SHEET 2 OF 3DRAWN BY :CHECKED BY :DATE :DATE :25-AUG-2020 10:39aabrahaU:\230368_SMU_GD_CrutchRepair.dgnS-23DF15406.024536COLUMBUS230368FOR BENT 1CRUTCH BENT DETAILSAABRAHAXXXXX08/2020XXXXXBRIDGE NO.SIGNATURES COMPLETEDFINAL UNLESS ALLDOCUMENT NOT CONSIDERED12'-0"12'-0"12'-0"(TYP.)1'-6"CAPBENT 1EXISTING6'-0"6'-0"3Ž "
7†"PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
SCOPE OF WORK:NOTES:(TYP.)7"|(TYP.)(TYP.)5'-0"| 7"|6.5.4.3.2.1.PLANEND ELEVATIONPILESCONCRETEEXISTINGREPAIR ACCESS HOLES IN DECK.REQUIRED.AFTER INSTALLATION IS COMPLETE, FIELD PAINT AS AND WELD ON RETAINER ANGLES.PLACE COTTON BEARING PADS, SHIM AS NECESSARY, WELD HP 14 X 73 CRUTCH BENT CAP TO H-PILES.DRIVE H-PILES FOR CRUTCH BENTS.CUT ACCESS HOLES IN DECK FOR PILE DRIVING.DETAIL ``A''STEEL PILESGALVANIZEDHP 14 X 73PROPOSEDPILESCONCRETEEXISTINGBENT CAPCONCRETEEXISTINGSTEEL PILESGALVANIZEDHP 14 X 73{ PROPOSEDSTEEL BEAMSEXISTING(TYP.)STEEL BEAMS EXISTING1'-6"REPORT)01/07/2020 INSPECTIONBENT 1, BASED UPON THE(29.0' BELOW TOP OF RAIL ATAPPROXIMATE EXISTING GROUNDSEE DETAIL ``A''INSPECTION REPORT.UPON THE 01/07/2020 BRIDGE THE BOTTOM OF GIRDER, BASEDAPPROXIMATELY 5.25 FEET BELOWWATER SURFACE ELEVATION ISNO.NO.BY:BY:DATE:DATE:REVISIONSSHEET NO.TOTALSHEETSSTATE OF NORTH CAROLINARALEIGHCOUNTYPROJECT NO.DEPARTMENT OF TRANSPORTATION1234SHEET 1 OF 3DRAWN BY :CHECKED BY :DATE :DATE :25-AUG-2020 10:39aabrahaU:\230368_SMU_GD_CrutchRepair.dgnS-13DF15406.024536COLUMBUS230368FOR BENT 1CRUTCH BENT DETAILSA. AABRAHAXXXX08/2020XXXXXBRIDGE NO.SIGNATURES COMPLETEDFINAL UNLESS ALLDOCUMENT NOT CONSIDERED12'-0"12'-0"12'-0"39'-0"WITH ARTICLE 1000-5 OF THE STANDARD SPECIFICATIONS. ENGINEER, USE HIGH-EARLY STRENGTH CONCRETE IN ACCORDANCE WITH CLASS AA CONCRETE. UNLESS OTHERWISE DIRECTED BY THE AFTER INSTALLATION OF THE #6 DOWELS, REPAIR ACCESS HOLE DIRECTED BY THE ENGINEER.ANCHORED AS PER MANUFACTURER'S RECOMMENDATION OR AS PILE ACCESS HOLE REPAIR DOWEL BARS SHALL BE ADHESIVELY SPECIFICATIONS.GALVANIZE IN ACCORDANCE WITH SECTION 1076 OF THE STANDARD GALVANIZE THE TOP OF EACH PILE A MINIMUM OF 57 FEET. BRIDGE WELDING CODE AND THE STANDARD SPECIFICATIONS. MATERIALS AND TESTS UNIT IN ACCORDANCE WITH THE CURRENT AWS ALL WELDS WILL BE INSPECTED AND TESTED BY THE NCDOT AWS AND THE STANDARD SPECIFICATIONS.ALL WELDING SHALL BE IN ACCORDANCE WITH CURRENT APPLICABLE BEARING DETAIL.SET THE TOP OF THE CRUTCH CAP ELEVATION TO ACCOMMODATE THE ENGINEER.DIMENSIONS MAY BE MODIFIED WITH THE APPROVAL OF THE PLANS.THE 01/07/2020 BRIDGE INSPECTION REPORT AND THE ORIGINAL THE GROUND PROFILE SHOWN IS APPROXIMATE, AND IS BASED UPON PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
STRUCTURAL STEEL:ETC. IN CASTING SUPERSTRUCTURES:ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, REINFORCING STEEL:HANDRAILS AND POSTS:SPECIAL NOTES:STRESS IN EXTREME FIBER OFIMPACT ALLOWANCELIVE LOAD27,000 LBS. PER SQ. IN.20,000 LBS. PER SQ. IN.DESIGN DATA:SPECIFICATIONSJANUARY, 1990DOWELS:MATERIAL AND WORKMANSHIP:CONCRETE:EQUIVALENT FLUID PRESSURE OF EARTH- - - - -OF TIMBERCOMPRESSION PERPENDICULAR TO GRAINCONCRETE IN COMPRESSIONCONCRETE IN SHEARSEE A.A.S.H.T.O.CONCRETE CHAMFERS:24,000 LBS. PER SQ. IN.27,000 LBS. PER SQ. IN. STRUCTURAL STEEL - AASHTO M270 GRADE 36- AASHTO M270 GRADE 50W- AASHTO M270 GRADE 50REV. 6-16-95 EEM ( ) RGWENGLISHREV. 8-16-99 RWW ( ) LESREV. 5-7-03 RWW ( ) JTEREV. 5-1-06 TLA ( ) GM25-AUG-2020 10:39aabrahaU:\230368_SMU_GD_CrutchRepair.dgnSTD. NO. SNREV. 10-1-11 MAA ( ) GMSEE A.A.S.H.T.O. SEE PLANS A.A.S.H.T.O. (CURRENT)BE HOT ROLLED. STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALLN. C. DEPARTMENT OF TRANSPORTATION.THE 2018 ``STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THEPROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIALBE USED FOR SLOPE PROTECTION AND RIP RAP.ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALLCLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BEWITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A ‚" RADIUSON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACESSHALL BE ROUNDED WITH A ‚" FINISHING TOOL UNLESS OTHERWISE REQUIREDINTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS TOP CORNERS OF CURBS MAY BE ROUNDED TO 1•" RADIUS WHICH IS BUILTSTRUCTURES SHALL BE CHAMFERED ƒ" WITH THE FOLLOWING EXCEPTIONS: UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON PLACE WITH 1:2 CEMENT MORTAR.BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALLFALSEWORK OR FORMS IS STARTED.BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURECONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS ANDELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURESAND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THEALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN ACTUAL BEAM CAMBER.TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVEUP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTEDFOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDINGGIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONSON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETEDEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOADSLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS.BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALLINDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERETO OUT AS INDICATED ON PLANS.IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUTPLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TOOR METALLIZING.EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY ˆINCH ORSURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER ELECTROSLAG WELDING WILL NOT BE PERMITTED.TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE".EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORMDO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESSEQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST Š" IN THICKNESS ANDSUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THEPLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION, EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVERBE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-O".STUDS FOR 4 - ƒ" ~ STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUSTALONG THE BEAM AS SHOWN FOR ƒ" ~ STUDS BASED ON THE RATIO OF 3 - ‡" ~SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF ‡" ~ STUDSTHE RATE OF 3 - ‡" ~ STUDS FOR 4 - ƒ" ~ STUDS, AND STUD SPACING CHANGESƒ" ~ STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE ‡" ~ SHEAR STUDS FOR THENOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILLREMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BERAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUMRAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METALSPECIFICATIONS ARTICLE 105-4.OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALLREV. 12-17 MAA ( ) THC1,200 LBS. PER SQ. IN.1,800 LBS. PER SQ. IN.375 LBS. PER SQ. IN.30 LBS. PER CU. FT.(MINIMUM)STANDARD NOTES- -- -- - -- -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - -- - - EXTREME FIBER STRESSSTRUCTURAL TIMBER - TREATED OR UNTREATEDREINFORCING STEEL IN TENSION - GRADE 60