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INDEX OF SHEETS <br />SHEET N0. <br />" 27 <br />I. II 28-30 <br />" 31 <br />32-36 <br />37-45 <br />46 <br />TITLE SHEET <br />PLAN a PROFILE ROAD APPROACHES <br />INTERSECTION a DRIVEWAY DETAILS <br />PLAN 8 PROFILE BRIDGE <br />BRIDGE GENERAL PLAN <br />FOUNDATION PLAN <br />ABUTMENT a BENT DETAILS ( FLAT SLAB) <br />SLAB Dr TAILS MULTI -SPAN <br />SLAB REINFORCEMENT DETAILS <br />PIER DETAILS (PIER 6,7 a 8 ) <br />FENDER a PROTECTIVE BARRIER DETAILS <br />TYPICAL SECTION a RAILING DETAILS (SWING SPAN) <br />GIRDER LAYOUT <br />END JACK BRACKET SUPPORT DETAILS <br />CONCRETE LAYOUT AT DECK GRID <br />STEEL CAP DETAILS <br />RING GIRDER DETAILS <br />ACCESS TO MACHINERY <br />PIVOT ASSEMBLY a STRUTS DETAILS <br />COUNTY <br />OF <br />SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />STOCKTON, <br />CALIFORNIA <br />PROJECT PLANS FOR <br />IGHT MILE <br />N0. 1043 (29CIlllllIIIIIllw1 <br />i` <br />WORKS <br />7iOAD BRIDGmi <br />14) ACROSS BISHOP CANAL <br />r"t.ULNAL Al U HH()j ECT N01 BRRSG� <br />W 8 15 (4) <br />CONTROL STATION a RAILING DETAILS TO BE SUPPLEMENTED BY STANDARD PLANS DATED 'i��� <br />STRUCTURAL STEEL DETAILS 198`4 <br />METAL TUBE BRIDGE RAIL (TYPE 115) M <br />MACHINERY &HYDRAULIC PLANS <br />ELECTRICAL PLANS <br />LOG OF TEST BORING <br />STANDARD PLANS <br />A 73 <br />A 77C-182 <br />A 79 - B <br />D87 -B <br />rro,ect tnglne r I Date Associate Engi eer Date Appro <br />FILE NAME DRAW R SHEET N0. <br />I Recommended By_t_ <br />Dote <br />LAYOUT PLAN 81 PROJECT LOCATION MAP <br />r <br />N <br />RE <br />�0 ADr%WINP <br />No Chep _ W. C HAI" --� <br />Oath -87 <br />-aye <br />F,� :Oh [ISlRg Ihis <br />COUNTY OF SAN JOAQUIN <br />Submitted 1983 <br />W M. HIRATA R.C.E. 21258 <br />Director of Public Works <br />-ABBREVIATIONS- <br />A.B. <br />ABBREVIATIONS- <br />A.B. <br />" <br />2 a 3 <br />I. <br />If <br />4 <br />.I <br />it <br />5 <br />II <br />„ <br />6 <br />11 <br />„ <br />7 <br />II <br />„ <br />8 <br />,� <br />II <br />9 <br />Driveway <br />" <br />10 <br />" <br />Non -Reinforced Concrete Pipe <br />11-14 <br />II <br />�� <br />15-16 <br />If <br />" <br />17 <br />Original Ground <br />P C.C. = <br />18 <br />II <br />�� <br />19 <br />Property Line <br />If <br />20 <br />R.C.P. = <br />" <br />21-23 <br />" <br />it <br />24 <br />" <br />If <br />25 <br />Side Drain <br />" <br />26 <br />" 27 <br />I. II 28-30 <br />" 31 <br />32-36 <br />37-45 <br />46 <br />TITLE SHEET <br />PLAN a PROFILE ROAD APPROACHES <br />INTERSECTION a DRIVEWAY DETAILS <br />PLAN 8 PROFILE BRIDGE <br />BRIDGE GENERAL PLAN <br />FOUNDATION PLAN <br />ABUTMENT a BENT DETAILS ( FLAT SLAB) <br />SLAB Dr TAILS MULTI -SPAN <br />SLAB REINFORCEMENT DETAILS <br />PIER DETAILS (PIER 6,7 a 8 ) <br />FENDER a PROTECTIVE BARRIER DETAILS <br />TYPICAL SECTION a RAILING DETAILS (SWING SPAN) <br />GIRDER LAYOUT <br />END JACK BRACKET SUPPORT DETAILS <br />CONCRETE LAYOUT AT DECK GRID <br />STEEL CAP DETAILS <br />RING GIRDER DETAILS <br />ACCESS TO MACHINERY <br />PIVOT ASSEMBLY a STRUTS DETAILS <br />COUNTY <br />OF <br />SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />STOCKTON, <br />CALIFORNIA <br />PROJECT PLANS FOR <br />IGHT MILE <br />N0. 1043 (29CIlllllIIIIIllw1 <br />i` <br />WORKS <br />7iOAD BRIDGmi <br />14) ACROSS BISHOP CANAL <br />r"t.ULNAL Al U HH()j ECT N01 BRRSG� <br />W 8 15 (4) <br />CONTROL STATION a RAILING DETAILS TO BE SUPPLEMENTED BY STANDARD PLANS DATED 'i��� <br />STRUCTURAL STEEL DETAILS 198`4 <br />METAL TUBE BRIDGE RAIL (TYPE 115) M <br />MACHINERY &HYDRAULIC PLANS <br />ELECTRICAL PLANS <br />LOG OF TEST BORING <br />STANDARD PLANS <br />A 73 <br />A 77C-182 <br />A 79 - B <br />D87 -B <br />rro,ect tnglne r I Date Associate Engi eer Date Appro <br />FILE NAME DRAW R SHEET N0. <br />I Recommended By_t_ <br />Dote <br />LAYOUT PLAN 81 PROJECT LOCATION MAP <br />r <br />N <br />RE <br />�0 ADr%WINP <br />No Chep _ W. C HAI" --� <br />Oath -87 <br />-aye <br />F,� :Oh [ISlRg Ihis <br />COUNTY OF SAN JOAQUIN <br />Submitted 1983 <br />W M. HIRATA R.C.E. 21258 <br />Director of Public Works <br />-ABBREVIATIONS- <br />A.B. <br />ABBREVIATIONS- <br />A.B. <br />= Aggregate Base <br />A.C. <br />= Asphalt Concrete <br />A.C.P <br />= Asbestos Cement Pipe <br />A.S. <br />= Aggregate Subbase <br />Bit. Cd. <br />= Bituminous Coated <br />(- <br />= Center Line <br />C. P. = <br />Concrete Pipe <br />C.S.P. = <br />Corrugated Steel Pipe <br />C.S.PA. = <br />Corrugated Steel Pipe Arch <br />D. 1. = <br />Drainage Inlet <br />Dr. = <br />Driveway <br />E. P. = <br />Edge of Pavement <br />N. R. C. P. = <br />Non -Reinforced Concrete Pipe <br />I = <br />Flow Line <br />L. F. = <br />Linear Feet <br />M. H. = <br />Manhole <br />O.G. = <br />Original Ground <br />P C.C. = <br />Portland Cement Concrete <br />Pen. Tr. = <br />Penetration Treatment <br />R = <br />Property Line <br />P.M:S. = <br />Plant Mixed Surfacing <br />R.C.P. = <br />Reinforced Concrete Pipe <br />R a D = <br />Remove and Dispose <br />Ras = <br />Remove and Salvage <br />R/W - <br />Right of Way <br />S -Dr. = <br />Side Drain <br />S. P. = <br />Standard Plans <br />X -Dr. = <br />Cross Drain <br />Alt. = <br />Alternative <br />M B.G.R. = <br />Metal Beam Guard Roiling <br />MON = <br />Monument <br />W W = <br />Wmgwall <br />n <br />