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Ia <br />LEGEND <br />Structural Concrete, Bridge <br />® Structural Concrete, Bridge <br />(4,000 psi at 28 days) <br />CONCRETE STRENGTH AND TYPE LIMITS <br />No Scale <br />Z <br />Z <br />Z <br />N <br />Z <br />Z <br />Z <br />M <br />Z <br />Z <br />Z <br />v <br />(a) Design tip elevations are controlled by compression. <br />RESISTANCE <br />DETAIL NO. <br />TIP <br />TIP <br />DRIVING <br />a <br />CL <br />a <br />D <br />(kips) <br />ELEVATION <br />CL <br />a- <br />CLZ <br />DESIGN BY cHECKEO <br />R. Coria PhuongM. Vu <br />STATE OF <br />COMPRESSION TENSION <br />In <br />In <br />V)W <br />ABUTMENT 1 <br />In <br />Ln <br />In <br />W <br />N <br />In <br />N <br />m <br />80 <br />BENT 2 <br />CISS <br />Cn <br />16 x <br />0.5 <br />200 <br />00 <br />-26.0(a) <br />-26.0 <br />195 <br />a <br /><11 <br />NPS <br />M <br />0.5 <br />200 <br />0 <br />-27.0(0) <br />-27.0 <br />205 <br />ABUTMENT 4 <br />CISS <br />C4 <br />CAMBER DIAGRAM <br />No Scale <br />Note: Camber diagram does not include allowance for falsework settlement. <br />STANDARD PLANS <br />DATED MAY 2006 <br />Al CA ACRONYMS AND ABBREVIATIONS (1 of 2) <br />Al OB ACRONYMS AND ABBREVIATIONS (2 of 2) <br />A10C SYMBOLS 1 OF 2 <br />A10D SYMBOLS 2 OF 2 <br />A62C LIMITS OF PAYMENT FOR <br />EXCAVATION AND BACKFILL -BRIDGE <br />BO -1 BRIDGE DETAILS <br />BO -3 BRIDGE DETAILS <br />B11-54 CONCRETE BARRIER TYPE 736 <br />0.7 <br />0.6 <br />0) <br />C 0.5 <br />0 <br />a) 0.4 <br />a <br />U <br />a 0.3 <br />0 <br />+ 0.2 <br />U <br />0 <br />a <br />n 0.1 <br />Index to Plans <br />1. GENERAL PLANS <br />2. GENERAL NOTES <br />3. FOUNDATION PLAN <br />4. ` ABUTMENT LAYOU <br />5. ABUTMENT DETAILS <br />6. BENT DETAILS <br />7. TYPICAL SECTION -LEFT & RIGHT WIDEN <br />8. SLAB REINFORCEMENT <br />9. SLAB REINFORCEMENT DETAILS <br />10. LOG OF TEST BORINGS 1 OF 4 <br />11. LOG OF TEST BORINGS 2 OF 4 <br />12. LOG OF TEST BORINGS 3 OF 4 <br />13. LOG OF TEST BORINGS 4 OF 4 <br />0 1 <br />Magnitude = 6.75 PBA = .2g <br />Soil Profile Type D <br />Damping = 5% <br />2 3 <br />Period (sec) <br />ARS CURVE <br />4 5 <br />DISTI COUNTY I ROUTE ITOTAL PROJECT V No. SHEET' <br />10 1 SJ1/ I/ 4,99 R19.5/R20.11 1218 1414 <br />y U, 11-04-1 PRaFESS,aN <br />REGISTERED CIVIL ENGINEER DATE o n� <br />_h Chris V. UCarbe <br />3-26-12 <br />No. C62985 <br />z <br />PLANS APPROVAL DATE a s <br />� Kp 06-30-2012 � <br />The State of California or its officers or agents s CIVIL <br />shall not be responsible for the accuracy or r4Te OF CALIF <br />ccwleteness of electronic copies of this plan sheet. <br />No As -Built Changes <br />GENERAL NOTES <br />LOAD AND RESISTANCE FACTOR DESIGN <br />DESIGN: <br />AASHTO LRFD Bridge Design Specifications, 4th edition with <br />California Amendments, preface dated December 2008. <br />SEISMIC DESIGN: <br />Caltrans Seismic Design Criteria (SDC), <br />Version 1.5, dated January 2010. <br />DEAD LOAD: <br />Includes 35 psf for future wearing surface. <br />LIVE LOADING: <br />HL93 and permit design load. <br />SEISMIC LOADING: <br />Soil profile type D <br />Magnitude group 7.25 ± 0.25 <br />Peak Rock Acceleration 0.2 g <br />V = 920 ft/sec <br />5. <br />CONCRETE: <br />fy = 60 Ks! <br />f'c = 3.6 ks i <br />n = 8 <br />PILE DATA TABLE <br />STANDARD PLAN SHEET NO. <br />NOMINAL <br />DESIGN <br />SPECIFIED <br />NOMINAL <br />SUPPORT <br />(a) Design tip elevations are controlled by compression. <br />RESISTANCE <br />DETAIL NO. <br />TIP <br />TIP <br />DRIVING <br />LOCATION <br />PILE <br />TYPE <br />(kips) <br />ELEVATION <br />ELEVATION <br />RESISTANCE <br />REQUIRED <br />DESIGN BY cHECKEO <br />R. Coria PhuongM. Vu <br />STATE OF <br />COMPRESSION TENSION <br />(ft) <br />(f t) <br />(kips) <br />ABUTMENT 1 <br />CISS <br />NPS <br />16 x <br />0.5 <br />80 <br />0 <br />-3.0(a) <br />-3.0 <br />80 <br />BENT 2 <br />CISS <br />NPS <br />16 x <br />0.5 <br />200 <br />0 <br />-26.0(a) <br />-26.0 <br />195 <br />BENT 3 <br />CISS <br />NPS <br />16 x <br />0.5 <br />200 <br />0 <br />-27.0(0) <br />-27.0 <br />205 <br />ABUTMENT 4 <br />CISS <br />NPS <br />16 x <br />0.5 <br />80 <br />0 <br />-3.0(a) <br />-3.0 <br />80 <br />STANDARD PLAN SHEET NO. <br />NOTES: <br />NOTE: <br />(a) Design tip elevations are controlled by compression. <br />THE CONTRACTOR SHALL VERIFY ALL <br />CONTROLLING FIELD DIMENSIONS <br />DETAIL NO. <br />(b) Potential local pier scour to elevation 20.0 ft. <br />BEFORE ORDERING OR FABRICATING <br />ANY MATERIAL. <br />SOUTH STOCKTON WIDENING <br />DESIGN BY cHECKEO <br />R. Coria PhuongM. Vu <br />STATE OF <br />DIVISION OF ENGINEERING SERVICES <br />DESIGN <br />BRICDGE NO . <br />MUNFORD A V E BRIDGE (WIDEN) WIDEN) <br />�H� <br />DETAILS eYL. Oria <br />CALIFORNIA <br />STRUCTURE <br />29-037 7 <br />Wan <br />DESIGN BRANCH <br />POST MILE <br />QUANTITIES <br />BIR. Ehuon <br />DEPARTMENT OF TRANSPORTATION <br />GENERAL NOTES <br />Coria M. Vu <br />ofml <br />S9 <br />R <br />STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10) <br />ORIGINAL SCALE IN <br />INCHES <br />UNIT: <br />3586 <br />DISREGARD PRINTS BEARING <br />a[visto H o SHEET OF <br />FOR REDUCED PLANS <br />O 1 2 3 PROJECT <br />NUMBER & PHASE: 10000004091 <br />CONTRACT NO.: 10-3A1001 <br />EARLIER REVISION DATES -y <br />9- i 1-18-I2 2 1 3 <br />FILE => 29c-0377-b-gnt.dgn <br />I- <br />