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I 4j_L <br />E <br />0- <br />C) <br />PLAN SYMBOLS. STANDARD PLANS, DATED MAY 20'10 W <br />ERRATA #12 GENERAL NOTES <br />A --- --A Section Al OA Abbreviations LOAD AND RESISTANCE FACTOR DESIGN <br />RSP Al OB Abbreviations <br />f A10C Lines and Symbols <br />Standard Plan Sheet No. Al OD Lines and Symbols DESIGN: AASHTO LRFD Bridge Design Specifications <br />Al OE Lines and Symbols 4th Edition and the Caltrans Amendments, preface dated <br />L Detail No. A62C Limits of Payment for Excavation and Backfill—Bridge November 2011; except that bridge details (including barrier and <br />RSP A77U 1 Midwest Guardrail System Connections to Bridge Railings railing details) taken from Standard Plans 2010 and Standard <br />without Sidewalks Details No. 1 Bridge Details XS sheets and Bridge Abutments are designed <br />using Bridge Design Specifications (1996 AASHTO with Revisions <br />RSP A77U2 Midwest Guardrail System Connections to Bridge Railings by Caltrans). <br />with out Sidewalks Details No. 2 <br />RSP A77V1 Midwest Guardrail System Connections to Bridge Railings with Sidewalks Details No. 1 SEISMIC Caltrans Seismic Design Criteria (SDC), <br />SECTION A -A <br />No Scale <br />SECTION B--B <br />No Scale <br />Q A77k/0 DESIGN: Version 1 R November 2010 <br />Midwest Guardrail System Connections to Bridge Railings . I <br />with Sidewalks Details No. 2 DEAD LOAD: Includes 35 psf for fu-i.-ure wearing surface. BO-1 Bridge Details <br />a <br />U <br />0, <br />BO-3 <br />Bridge <br />Details <br />:: I <br />1111 <br />i! 11 <br />lill <br />I i I <br />Jill <br />BO-5 <br />Bridge <br />Details LIVE LOADING: HL-93 with Low —Boy and Permit Design Vehicle. <br />C14 <br />X 0- <br />11i,.j1. BO-13 Bridge Details <br />82-5 Pile Details Class 90 and Class 140 SEISMIC LOADING: Soil Profile: VS30 = 270 m/s <br />RSP B3-1A Retaining Wall Type I (Case 1) Moment Magnitude: 6.7g <br />RSP 136-21 Joint Seals (Maximum movement Rating = 2") Peak Ground Acceleration: 0.27g <br />137-1 Box Girder Details <br />87-6 Deck Drains Types D-1 and D-2 <br />B 7 — 7 Deck Drains Type D — 3 McHer" Ave Corridor InWoviamwd Fircod <br />Date Aci;"tacl <br />137-10 Utility Opening Box Girder <br />AS -BUILT <br />RSP B8--- 5 Cast —in —place Prestressed Girder Details Resident Engineer - Mouricio, Rivers, P. E. C: 0.8 <br />Structure ROP1`911111intlibw - Do -Ad Franco. P E. .2 0.7 <br />RSP 131 1 — 6 0 Concrete Barrier Type 80 Revisions By June 209' _4__j <br />0.6 <br />811-61 Concrete Barrier Type 80 <br />RSP BI 1­62 0.5 <br />Concrete Barrier Type 80SW U <br />6 0.4- <br />BI 1 —63 Concrete Barrier Type 80SW < <br />B1 1 —64 Concrete Barrier Type 80SW 0. 3 <br />n <br />I _4 — ZD Water Supply Line (Details) (Pipe Sizes Less Than 4") <br />0.1 i _ <br />RSP ES-713 Electrical Systems (Signal and Lighting Standard, Type 1 and Equipment 0 <br />Identifications Characters) 0 1 2 3 4 <br />RSP ES-7G Electrical Systems (Signal and Lighting Standard, Case 5 Signal Mast Arm Period (sec) <br />Loading, Wind Velocity-1100 MPH and Signal Most Arm Lengths 50' to 55') Site Specific Acceleration Response Spectra Curve <br />RSP ES-7M Electrical Systems (Signal and Lighting h+in Standard, Detail KI <br />Ij I ) Period Spectral Acceleration (g) <br />ES-91B Electrical Systems (Conduit Riser and Expansion Fitting, Structure Installations (sec) <br />(UUOUIIISLIC <br />0 0.270 <br />0.1 0.487 <br />02 R97 <br />ITEM t-M <br />QUANTITY UNII <br />0.3 0.618 <br />TEMPORARY SHORING <br />E 1 1 0.5 <br />I LEI BRIDGE REMOVAL, LOCATION A LS 0.509 <br />41 <br />I- — — — 1I STRUCTURE EXCAVATION (BRIDGE) 1 LS 1 0.329 <br />558 CY 2 0 <br />A .181 <br />STRUCTURE BACKFILL BRIDGE} ig <br />121 CY 3 6j STRUCTURE BACKFILL SLURRY CEMENT) 1 0.114 <br />CD 54" CAST —IN —DRILLED HOLE CONCRETE PILING 207 CY 4 0.081 <br />1 556 LF <br />wi LA P�j r:] r=1 72" CAST —IN —DRILLED HOLE CONCRETE PILING 870 1 17 5 0.066 <br />SUMMARY OF QUANTITIES <br />FURNISH PILING (CLASS 140) <br />F� FEI E� 1,870 LF <br />DRIVE PILE (CLASS 140) <br />�j l5j 15ji 41 EA <br />M FURNISH PILING (24" OCTAGONAL P(/PS ("ONIrQC*Tr) <br />B10,6211) LF REINFORCED fy 60 ksi <br />%I., <br />Structural Concrete, Bridge DRIVE PILE (24" OCTAGONAL PC/PS -CONCRETE) CONCRETE: <br />STONE COLUMN GROUND IMPROVEMENT 180 EA <br />StructuraIl Concrete, Bridge (See "Prestressing Notes 16,825 LF f 3.6 ksi @ 28 days, except as shown on <br />547' PERMANENT STEEL CASING 4-- ���`\\\ <br />164 LF 'Concrete Strength and Type Limits" <br />0 on "GIRDER LAYOUT — SPANS 22-24" sheet) 72" PERMANENT STEEL CASING I <br />Q) <br />_I_- <br />V) Structural Concrete, Bridge Footing <br />PRESTRESSING CAST —IN —PLACE CONCRETE <br />Z7 L <br />1 <br />I LF <br />LS <br />STRUCTURAL CONCRETE, BRIDGE FOOTING <br />70 <br />CY <br />L i I Cast —in —Drilled --Hole Concrete Pile, -11'c =- 4000 psi <br />STRUCTURAL CONCRETE, BRIDGE <br />6,920 <br />1 CY <br />JOINT SEAL (MR 2") <br />76 <br />LF PRESTRESSED <br />Octagonal riles, see Notes on COLUMN & PILING DETAILS No. 1" sheet. OUIP41 SEAL A�)�)LMdLT �MR 2 1/2 93 LF CONCRETE: See "Prestressing Notes" on "GIRDER LAYOUT <br />U JOINT SEAL ASSEMBLY MR 3 1/2") 4- <br />1­1 Class 140 Pi BAR REINFORCING STEEL (BRIDGE) 142 LF SPANS 22-24" sheet. <br />2!1 2,002.630 1 LB <br />MISCELLANEOUS METAL (BRIDGE) 460 i LB See "Pile Data Table" on <br />BRIDGE DECK DRAIN SYSTEM <br />63075 1 LB "FOUNDATION IPLAN NO. 1 " sheet. <br />.a METAL BICYCLE RAILING I <br />001 �,UNUNL I L I HENUTH AND TYPE L11MITS. CONCRETE BARRIER TYPE 80) 2,312 1 LF <br />014 No Scale ER 1,149 LF <br />NOTE: CONCRETE BARRIER TYPE 80Sk PERMANENT STEEL Steel Casing: fy = 36 ksi, or <br />CONCRETE BARRIER TYPE 80A) 1,109 LF CASINGS: Corrugated Metal Casing: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD 34 LF <br />CONCRETE BARRIER TYPE 80A <br />DIMENSIONS BEFORE ORDE <br />RING OR FABRICATING ANY MATERIAL MOD) 34 1 IF ASTM A 929 Galvanized Steel <br />FU CONDUIT (BRIDGE) <br />1 1.180 1 LF <br />SURVEY REVISION DESCRIPTION I BY <br />DATE SCALE PREPARED BY DATE <br />v DATUM: <br />�' q.1. SAN JOAQUIN COUNTY PUBLIC WORKS <br />C C- HORIZONTAL: H ql 11 1 IVAKI " C - 0 <br />. 5 C UNAWN: .611 <br />0- 0 VERTICAL: A�C�M 4�1 <br />0 DESIGNED. J. FREKING 09-29-16 111�1 <br />2 AECOM Technical Services, Inc. <br />0 0 <br />-5 McHENRY AVE CORRIDOR IMPROVEMENTS <br />I I rortivrn N. CALDERONE nq-?a- i r. 2020 L Street, Suite 300 <br />0 i� INCHES a'. - . . 41 <br />V) Sacrametito, CA 95811 <br />0 10 20 30 40 50 APPROVED: 0. BROWN 09-29--16 -7 916.414.5800 F 916.414.1557 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) <br />ri 0 FILE No, _ I _ ! -` I - € ( MILUMETERS <br />GENERAL NOTES <br />0NM0-NMN11NW� <br />5 <br />DRAWING <br />F <br />S-102 <br />ORIN A, BROWN <br />rn 0 F <br />No, C48859 r" <br />Exp. 09-30-18 S-1153 <br />CIVIL <br />IF OF cpi�\Ir SHEET <br />106oFr 1,76 <br />