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z <br />W <br />W <br />a <br />I <br />O <br />0 <br />Q <br />I <br />U <br />0 <br />0 <br />Q <br />0 <br />0 <br />L0 <br />Ln <br />0 <br />w m <br />0 <br />Z <br />Z <br />Q <br />0 <br />J <br />0 <br />Z <br />U <br />W <br />0 <br />W <br />Z <br />z <br />d <br />Il <br />I <br />a- <br />x <br />N <br />Uj 0 N <br />W -p I <br />> ELam <br />.� <br />c <br />x <br />a <br />w CL <br />(� <br />J Cn <br />W W <br />= W <br />U of <br />X <br />r� <br />�nrri�- nF nFry <br />'ON 133HS <br />GENERAL NOTES <br />LOAD AND RESISTANCE FACTOR DESIGN <br />DESIGN: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS9 6TH EDITION <br />AND THE CALIFORNIA AMENDMENTS V6.0, DATED JANUARY, <br />20149 EXCEPT DETAILS TAKEN FROM STANDARD PLANS 2010 <br />AND STANDARD BRIDGE DETAILS XS SHEETS ARE DESIGNED <br />USING BRIDGE DESIGN SPECIFICATIONS ('96 AASHTO WITH <br />REVISIONS BY CALTRANS) <br />SEISMIC DESIGN° CALTRANS SEISMIC DESIGN CRITERIA (SDC) VERSION 1.7 <br />DATED APRIL 2013 <br />DEAD LOAD: INCLUDES 35 PSF FOR FUTURE WEARING SURFACE <br />LIVE LOADING.' HL93 AND PERMIT DESIGN LOAD <br />SEISMIC LOADING. SOIL PROFILE VS30M = 250M/s <br />MAGNITUDE GROUP 6.5 ± 0.25 <br />PEAK GROUND ACCELERATION 0.25G <br />SEE 'ARS DESIGN CURVE' <br />CONCRETE.* FY = 60 KSI <br />F'C = 5 KSI (UNLESS OTHERWISE SHOWN OR SPECIFIED) <br />N = 8.5 <br />Q STRUCTURAL CONCRETE, BRIDGE (5000 PSI AT 28 DAYS) <br />STRUCTURAL CONCRETE, BRIDGE FOOTING (5000 PSI AT 28 DAYS) <br />CLASS 200 ALT "W" PILE <br />_ ELityTw4TEa <br />CONCRETE STRENGTH AND TYPE LIMITS <br />No Scale <br />L-vv� vi vL- vi\ <br />DECK CONTOURS <br />1 " = 10/-011 <br />I E7(-cr.In- <br />,15� ' INDICATES WHOLE FOOT CONTOURS <br />x INDICATES 10' INCREMENTS ALONG <br />STATION LINE <br />STANDARD PLAN SHEET NO. ERSP REVISED STANDARD <br />PLAN SHEET N0. <br />DETAIL N0, DETAIL N0. <br />0.0 <br />0.0 <br />83MV8(1 <br />NOTES: <br />1. CONTOURS INDICATE TOP OF DECK ELEVATIONS. <br />2. CONTOURS DO NOT INCLUDE CAMBER OR <br />FALSEWORK SETTLEMENT. <br />3. CONTOUR INTERVAL IS 0.20'. <br />4. THE CONTRACTOR SHALL VERIFY ALL <br />CONTROLLING FIELD DIMENSIONS BEFORE <br />ORDERING OR FABRICATING ANY MATERIAL. <br />STANDARD PLANS 2010 <br />—0 .259 <br />0.6 <br />Al OA <br />ABBREVIATIONS (SHEET 1 OF 2) <br />RSP <br />Al OB <br />ABBREVIATIONS (SHEET 2 OF 2) <br />A10C <br />LINES AND SYMBOLS (SHEET 1 OF 3) <br />A10D <br />LINES AND SYMBOLS (SHEET 2 OF 3) <br />REC <br />Corrections <br />No Chlanges <br />Date 2 <br />Any PersQe_I <br />All Information <br />0.5 <br />AWING <br />Should 'Verify <br />The Site Of Work <br />A10E <br />LINES AND SYMBOLS (SHEET 3 OF 3) <br />A10F <br />LEGEND - SOIL (SHEET 1 OF 2) <br />-- <br />A10G <br />LEGEND - SOIL (SHEET 2 OF 2) <br />A62B <br />LIMITS OF PAYMENT FOR EXCAVATION AND <br />BACKFILL <br />z <br />SURCHARGE AND WALL <br />o <br />0.4 <br />A62C <br />LIMITS OF PAYMENT FOR EXCAVATION AND <br />BACKFILL <br />BRIDGE <br />Q <br />RSP <br />A77U1 <br />MIDWEST GUARDRAIL SYSTEM CONNECTIONS <br />TO BRIDGE <br />RAILINGS WITHOUT SIDEWALK DETAILS No. <br />1 <br />0.3 <br />RSP <br />A77U2 <br />MIDWEST GUARDRAIL SYSTEM CONNECTIONS <br />TO BRIDGE <br />RAILINGS WITHOUT SIDEWALK DETAILS No. <br />2 <br />a <br />BO -1 <br />BRIDGE DETAILS <br />__j <br />Q <br />BO -3 <br />BRIDGE DETAILS <br />0.2 <br />BO -5 <br />BRIDGE DETAILS <br />U <br />BO -1 3 <br />BRIDGE DETAILS <br />Lij <br />0- <br />B2-8 <br />PILE DETAILS - CLASS 200 <br />U' <br />RSP <br />B3 -1A <br />RETAINING WALL TYPE 1 (CASE 1 ) <br />RSP <br />B3-5 <br />RETAINING WALL DETAILS NO. 1 <br />0.1 <br />B3-6 <br />RETAINING WALL DETAILS NO. 2 <br />RSP <br />B6-21 <br />JOINT SEALS (MAXIMUM MOVEMENT RATING <br />= 2") <br />RSP <br />B1 1 -60 <br />CONCRETE BARRIER TYPE 80 (SHEET 1 OF <br />2) <br />STANDARD PLAN SHEET NO. ERSP REVISED STANDARD <br />PLAN SHEET N0. <br />DETAIL N0, DETAIL N0. <br />0.0 <br />0.0 <br />83MV8(1 <br />NOTES: <br />1. CONTOURS INDICATE TOP OF DECK ELEVATIONS. <br />2. CONTOURS DO NOT INCLUDE CAMBER OR <br />FALSEWORK SETTLEMENT. <br />3. CONTOUR INTERVAL IS 0.20'. <br />4. THE CONTRACTOR SHALL VERIFY ALL <br />CONTROLLING FIELD DIMENSIONS BEFORE <br />ORDERING OR FABRICATING ANY MATERIAL. <br />0.5 1 .0 1 .5 2.0 2.5 3.0 <br />PERIOD (SEC) <br />3.5 4.0 4.5 5.0 <br />ACCELERATION RESPONSE SPECTRA (5% DAMPING) <br />NO SCALE <br />PROJECT ENGINEER DATE CHECKED BY DATERpFESS�� <br />VICTORY ROAD BRIDGE No. 29C-467 Q �� auiN COUNTY OF SAN JOAQUIN <br />B. WALDROP - D. SCHOTT ��a y JAS < c� <br />- �� �,� q�o� ��, �;:�������� _.: �..GZ DEPARTMENT OF PUBLIC <br />REPLACEMENT PROJECT o z Q._ :�I WORKS BRIDGE DIVISION <br />N V 5 <br />DRAWN BY DATE SHEET NAME SCALE m <br />w No. C-59724 m UY '� <br />OVER LONE TREE CREEK STOC E. HAZELTON <br />952 AVENUE <br />STOCKTON, CA 95205 BEYOND ENGINEERING <br />�� c ,�P - — - C'P PHONE: ( 209) 468-3000 2525 NATOMAS PARK DRIVE, SUITE 300 <br />L. KINNEBREW 8/1 5/1 8 DECK CONTOURS AS NOTED FEDERAL PROJECT NO. BRLO-5929(216) 9�F 'V'� p�� PROJECT MANAGE CONSULTANT) q�►Foaa FAX: (209) 468-2999 916.641.9100 TEL 916.641.9222 FAX <br />�F CALIF <br />*50 <br />SACRAMENTO, CA 95833 <br />WWW.NV5.COM <br />SHEET NO. <br />16 OF 2% <br />S2 <br />In <br />Ile) <br />I <br />U <br />N <br />0 <br />z <br />w <br />0 <br />0 <br />Of <br />m <br />0 <br />a <br />0 <br />rr <br />r <br />0 <br />Q <br />Z <br />F- <br />U <br />w <br />0 <br />—0 .259 <br />REC <br />Corrections <br />No Chlanges <br />Date 2 <br />Any PersQe_I <br />All Information <br />, RDD <br />► i <br />AWING <br />Should 'Verify <br />The Site Of Work <br />Is ft This DmOnq <br />By Inspectft <br />0.5 1 .0 1 .5 2.0 2.5 3.0 <br />PERIOD (SEC) <br />3.5 4.0 4.5 5.0 <br />ACCELERATION RESPONSE SPECTRA (5% DAMPING) <br />NO SCALE <br />PROJECT ENGINEER DATE CHECKED BY DATERpFESS�� <br />VICTORY ROAD BRIDGE No. 29C-467 Q �� auiN COUNTY OF SAN JOAQUIN <br />B. WALDROP - D. SCHOTT ��a y JAS < c� <br />- �� �,� q�o� ��, �;:�������� _.: �..GZ DEPARTMENT OF PUBLIC <br />REPLACEMENT PROJECT o z Q._ :�I WORKS BRIDGE DIVISION <br />N V 5 <br />DRAWN BY DATE SHEET NAME SCALE m <br />w No. C-59724 m UY '� <br />OVER LONE TREE CREEK STOC E. HAZELTON <br />952 AVENUE <br />STOCKTON, CA 95205 BEYOND ENGINEERING <br />�� c ,�P - — - C'P PHONE: ( 209) 468-3000 2525 NATOMAS PARK DRIVE, SUITE 300 <br />L. KINNEBREW 8/1 5/1 8 DECK CONTOURS AS NOTED FEDERAL PROJECT NO. BRLO-5929(216) 9�F 'V'� p�� PROJECT MANAGE CONSULTANT) q�►Foaa FAX: (209) 468-2999 916.641.9100 TEL 916.641.9222 FAX <br />�F CALIF <br />*50 <br />SACRAMENTO, CA 95833 <br />WWW.NV5.COM <br />SHEET NO. <br />16 OF 2% <br />S2 <br />In <br />Ile) <br />I <br />U <br />N <br />0 <br />z <br />w <br />0 <br />0 <br />Of <br />m <br />0 <br />a <br />0 <br />rr <br />r <br />0 <br />Q <br />Z <br />F- <br />U <br />w <br />0 <br />