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LS " Line LS " Line LS" Line <br />4 ' -0"Min <br />27 ' —O " 11 ' -0 » <br />4 ' -0 "11 ' -6 " 11 ' -6 " 11 ' -0 " 32 ' -0" <br />CONSTRUCTION ) EXISTING BRIDGE TRAFFIC ) CONSTRUCTION ) <br />n <br />5 r i <br />Temporary CLOSURE POUR Gas Lines <br />3 " Temporary <br />Raised MedianExistingPYRailing5 ' -8" MAX <br />Service Existing 6 "Pedestrian Te K , t1 ' - <br />6P <br />typ Gas Line Transmission Bridge <br />yp yp <br />Gas Line <br />STAGE 1 STAGE 2 STAGE 3 <br />Note : Use Deck Construction Joint BO-5 <br />at each stage <br />5-2 FINAL PAY BRIDGE QUANTITIES <br />Lower Sacramento Road Bridge 29C-190 <br />Bridge Removal 825 SQFT <br />Structure Excavation ( Bridge ) 430 CY <br />Structure Backfill ( Bridge ) 237 CY <br />Furnish Class 45 Concrete Pile 420 LF <br />Drive Class 45 Concrete Pile 18 EA <br />Structural Concrete ( Bridge ) 335 CY <br />Bar Reinforcing Steel ( Bridge ) 67 , 161 LBS <br />Joint Seal 140 LF <br />Modified Concrete Barrier Rail Type 26 148 LF <br />Miscellaneous Metal Bridge 1303 LBS <br />Lower Sacramento Road , Overflow Bridge 29C-008 , Mokelumne River Bridge 29C-138 <br />GENERAL NOTES Remove Metal Barrier Rail 780 LF <br />LOAD FACTOR DESIGN Bicycle Railing 780 LF <br />Abut 1 Abut 2 <br />DESIGN : BRIDGE DESIGN SPECIFICATIONS <br />CONCRETE STRENGTH AND TYPE LIMITS 1 983 AASHTO with INTERIMS and REVISIONS by CALTRANS ) Standard Plan Sheet No . <br />Detail No . <br />Not to Scale SEISMIC Caltrans Seismic Design Criteria ( SDC ) <br />DESIGN : Version 1 . 2 December 2001 <br />Structural Concrete , Bridge ( 3600 PSI ® 28 days ) MCE 6 . 5 , PBA 0 . 2g , Soil Profile D .STANDARD PLANS DATED JULY, 2002 <br />Precast Prestressed Concrete pile DEAD LOAD : Includes 35 psf for future wearing surface . WITH ERRATUM NO. 99-1 <br />LIVE A-10A Abbreviations <br />LOADING : HS20-44 and alternative and permit design load . A-10B Symbols <br />A62C Limits of Payment for Excavation <br />REINFORCED fy = 60 ksi and Backfill Bridge <br />CONCRETE :f ' c = 3 . 6 ks i BO-1 Bridge DetailsBO-3 Bridge Deta i Is <br />Transverse Deck Slabs (WorkIng Stress Design ) BO-5 Bridge Deta i Is <br />n,,. vrrr. <br />PILE DATA TABLE <br />f s = 1200 psi BO-13 Bridge Det a i Is <br />n = 8 <br />fc = 20 , 000 psi B2-5 Pile Details Class 400 ( 45 ) <br />Pile Type <br />Design Loading Nominal Resistace <br />Design Tip n = 9 and Class 625 ( 70 ) <br />Kips Compression Tension B6-21 Joint SealsTEMPORARYClearWidth = 4 ' -0" min , <br />Maximum Movement Rating=50mm ( 2 " )Class 45 90 180 . 0 0 . 0 6 . 0 PEDESTRIAN Live load : 85 psf <br />BRIDGE : Handrailing Load : 50 Lbs/ft 811 -54 Concrete Barrier Type 26 <br />Max picket opening : 4" B11 -56 Concrete Barrier Type 736 <br />Lower Sacramento Road, Bridge 29C- 190 Replacement Across WID Canal S-2 <br />QROFESS/ <br />0 <br />BEFORE EXCAVATING Revision Description Date By Approved <br />CALL U.S.A. <br />No By MARK THOMAS & COMPANY, INC. PO-KAN CHEN Z DEPARTMENT OF PUBLIC WORKS <br />UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203 w No. S 112 m <br />800-227-2600 FOR REDUCED PLAN SACRAMENTO, CALIFORNIA 95826 <br />Exp 9 30 os <br />A <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />TOLL FREE <br />WNDEeC4HRMTEN_S_EN, <br />E TO WOODBRIDGE IRRIGATION DISTRICT 916) 381-9100 t <br />STRUCTURAL <br />2 WORKING DAYS BEFORE ALL <br />G! <br />STq P <br />PLANNED WORK OPERATIONS <br />tE / <br />0 1 2 3 <br />CAL%f <br />MANAGER DA <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />COUNTY OF SAN JOAQUIN SCALE: NO SCALE STAGE LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />7 53006. <br />Boyko 5 f0 04 <br />R. TRIGUEROS s/o/04 C. ROCKWAY 5110104 tv j/1,f CONSTRUCTION TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 41 64 <br />FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE