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J <br />0 <br />00 <br />0 <br />0 <br />r <br />I <br />c0 <br />O <br />N <br />N <br />0 <br />z <br />N <br />0 <br />00 <br />N <br />N <br />d- <br />0 <br />0 <br />co <br />0 <br />U <br />(T <br />co) E <br />D N <br />cn <br />n I <br />I I I I I I I I I I I I I I I I I I I I <br />1 J}J 1 11*J 1 1 1,J 1 11,J 1 11�J 1 <br />SECTION <br />No Scale <br />PLAN SYMBOLS <br />fA Section <br />Standard Plan Sheet No. <br />Detail No. <br />II II II II II II II II �/��/� <br />I I I I I I I I I I I I I I I I <br />1 l}J 1 1 1�J 1 11,J 1 11FJ 1 <br />A —A <br />SECTION B—B <br />No Scale <br />STANDARD <br />A10A <br />RSP A10B <br />A10C <br />Al OD <br />Al OE <br />A62C <br />RSP A77U1 <br />RSP A77U2 <br />RSP A77V1 <br />RSP A77V2 <br />:f <br />BO-3 <br />BO-5 <br />BO-13 <br />B2-5 <br />RSP <br />B3-1 <br />A <br />RSP <br />B6-21 <br />B7-1 <br />B7-6 <br />B7-7 <br />B7-10 <br />RSP <br />B8-5 <br />RSP <br />B11-60 <br />B 1 1 <br />—61 <br />RSP <br />B 1 1 <br />—62 <br />B1 1 <br />—63 <br />B 1 1 <br />—64 <br />B 14-5 <br />RSP <br />ES-7B <br />RSP ES-7G <br />RSP ES-7M <br />PLANS, DATED MAY 2010 W/ERRATA #12 <br />Abbreviations <br />Abbreviations <br />Lines and Symbols <br />Lines and Symbols <br />Lines and Symbols <br />Limits of Payment for Excavation and Backfill—Bridge <br />Midwest Guardrail System Connections to Bridge <br />Railings <br />without Sidewalks Details No. 1 <br />Midwest Guardrail System Connections to Bridge <br />Railings <br />with out Sidewalks Details No. 2 <br />Midwest Guardrail System Connections to Bridge <br />Railings <br />with Sidewalks Details No. 1 <br />Midwest Guardrail System Connections to Bridge <br />Railings <br />with Sidewalks Details No. 2 <br />Bridge Details <br />Bridge Details <br />Bridge Details <br />Bridge Details <br />Pile Details Class 90 and Class 140 <br />Retaining Wall Type 1 (Case 1) <br />Joint Seals (Maximum movement Rating = 21)) <br />Box Girder Details <br />Deck Drains Types D-1 and D-2 <br />Deck Drains Type D-3 <br />Utility Opening Box Girder <br />Cast —in —place Prestressed Girder Details <br />Concrete Barrier Type 80 <br />Concrete Barrier Type 80 <br />Concrete Barrier Type 80SW <br />Concrete Barrier Type 80SW <br />Concrete Barrier Type 80SW <br />Water Supply Line (Details) (Pipe Sizes Less Than <br />4") <br />Electrical Systems (Signal and Lighting Standard, <br />Type 1 and Equipment <br />Identifications Characters) <br />Electrical Systems (Signal and Lighting Standard, <br />Case 5 Signal Mast Arm <br />Loading, Wind Velocity=100 MPH and Signal Mast Arm Lengths 50' to 55') <br />Electrical Systems (Signal and Lighting Standard, <br />Detail No. 1) <br />BES-913 Electrical Systems (Conduit Riser and Expansion Fitting, Structure Installations) <br />\\A <br />�IIi t <br />IA� <br />Li <br />A <br />ElrdE�D <br />� � � � <br />� e � <br />Structural Concrete Bridge <br />I g <br />Structural Concrete, Bridge (See "Prestressing Notes <br />on "GIRDER LAYOUT SPANS 22-24" sheet) <br />Structural Concrete, Bridge Footing <br />Cast — in — Drilled —Hole Concrete Pile, f'c = 4000 psi <br />PC/PS Octagonal Piles, see Notes on "COLUMN & PILING DETAILS No. 1" sheet. <br />2-5 <br />Class 140 Piles <br />CONCRETE STRENGTH AND TYPE LIMITS <br />No Scale <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION I BY DATE SCALE PREPARED BY <br />DATUM: <br />A <br />A <br />FILE No. — <br />SUMMARY OF QUANTITIES <br />ITEM <br />TEMPORARY SHORING <br />BRIDGE REMOVAL, LOCATION 1 <br />STRUCTURE EXCAVATION (BRIDGE) <br />STRUCTURE BACKFILL BRIDGE) <br />STRUCTURE BACKFILL SLURRY CEMENT) <br />54" CAST —IN —DRILLED HOLE CONCRETE PILING <br />72" CAST —IN —DRILLED HOLE CONCRETE PILING <br />FURNISH PILING (CLASS 140) <br />DRIVE PILE (CLASS 140) <br />FURNISH PILING (24" OCTAGONAL PC/PS CONCRETE) <br />DRIVE PILE (24" OCTAGONAL PC/PS CONCRETE) <br />STONE COLUMN GROUND IMPROVEMENT <br />54" PERMANENT STEEL CASING <br />72" PERMANENT STEEL CASING <br />PRESTRESSING CAST —IN —PLACE CONCRETE <br />STRUCTURAL CONCRETE, BRIDGE FOOTING <br />STRUCTURAL CONCRETE, BRIDGE <br />JOINT SEAL (MR 2") <br />JOINT SEAL ASSEMBLY MR 2 1 /2" <br />JOINT SEAL ASSEMBLY MR 3 1 /2" <br />BAR REINFORCING STEEL (BRIDGE) <br />MISCELLANEOUS METAL (BRIDGE) <br />BRIDGE DECK DRAIN SYSTEM <br />METAL BICYCLE RAILING <br />CONCRETE BARRIER TYPE 80) <br />CONCRETE BARRIER TYPE 80SW) <br />CONCRETE BARRIER TYPE 80A) <br />CONCRETE BARRIER TYPE 80A MOD) <br />FO CONDUIT (BRIDGE) <br />HORIZONTAL: <br />DRAWN- <br />H. <br />SULLIVAN <br />VERTICAL: <br />DESIGNED: <br />J. <br />FREKING <br />1 1 I I <br />I CHECKED: <br />N. <br />CALDERONE <br />INCHES <br />11 2I 3I 4I <br />-5 APPROVED: <br />0. <br />BROWN <br />MILLIMETERS <br />DATE <br />09-29-16 PCOM <br />09-29-16 <br />AECOM Technical Services, Inc <br />09-29-1 6 2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-16 T916.414.5800 F916.414.1557 <br />%Q Y.1.e <br />FO R� <br />GENERAL NOTES <br />LOAD AND RESISTANCE FACTOR DESIGN <br />DESIGN: <br />AASHTO _RFD Bridge Design Specifications <br />4th Edition and the Caltrans Amendments, preface dated <br />November 2011 ; except that bridge details (including barrier and <br />railing details) taken from Standard Plans 2010 and Standard <br />Bridge Details XS sheets and Bridge Abutments are designed <br />using Bridge Design Specifications (1996 AASHTO with Revisions <br />by Caltrans). <br />SEISMIC <br />Caltrans Seismic Design Criteria (SDC), <br />DESIGN: <br />Version 1.6, November 2010 <br />DEAD LOAD: <br />Includes 35 psf for future wearing surface. <br />LIVE LOADING: <br />HL-93 with Low —Boy and Permit Design Vehicle. <br />SEISMIC LOADING: Soil Profile: VS30 = 270 m/s <br />Moment Magnitude: 6.7g <br />Peak Ground Acceleration: 0.27g <br />C_ 0.8 <br />° 0.7 <br />0.6 <br />0.5 ' <br />0.4 <br />0.3 <br />° 0.2 <br />a 0.1 <br />I- 0 <br />Ln <br />0 1 2 3 4 <br />Period (sec) <br />Site Specific Acceleration Response Spectra Curve <br />Period Spectral Acceleration (g) <br />(sec) <br />Probabilistic <br />0 <br />0.270 <br />0.1 <br />0.487 <br />0.2 <br />0.627 <br />QUANTITY <br />UNIT <br />0.3 <br />0.618 <br />1 <br />LS <br />0.5 <br />0.509 <br />1 <br />LS <br />1 <br />0.329 <br />558 <br />Cy <br />2 <br />0.181 <br />121 <br />Cy <br />3 <br />0.114 <br />207 <br />Cy 1 <br />4 <br />0.081 <br />556 <br />LF 1 <br />5 <br />0.066 <br />872 LF <br />1,870 LF <br />41 EA <br />15,825 LF REINFORCED fy = 60 ksi <br />180 EA CONCRETE: <br />16,825 LF f'c = 3.6 ksi @ 28 days, except as shown on <br />164 LF j "Concrete Strength and Type Limits" <br />192 LF <br />1 LS <br />70 Cy 1 <br />6,920 F 1 PRESTRESSED <br />76 LLF 1 93 LF CONCRETE: See "Prestressing Notes" on "GIRDER LAYOUT — <br />1 <br />142 LF I SPANS 22-24" sheet. <br />2,002,630 LB 1 <br />460 LB 1 See "Pile Data Table" on <br />63,075 LB "FOUNDATION PLAN NO. 1" sheet. <br />2,312 LF <br />1 149 LF 9 LF PERMANENT STEEL Steel Casing: fy = 36 ksi, or <br />34 LF CASINGS: Corrugated Metal Casing: <br />34 LF ASTM A 929 Galvanized Steel <br />1-,180 - LF <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />`l McHENRY AVE CORRIDOR IMPROVEMENTS <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />GENERAL NOTES <br />ORIN A. BROWN <br />C� rn <br />d No C48859 M <br />i� Exp. 09-30-18 * <br />sr CIVIL ��P <br />9rF OF CA`1��� <br />5 <br />DRAWING <br />S-102 <br />a F <br />S-153 <br />SHEET <br />106OF176 <br />(REVISED) <br />