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INDEX TO PLANS <br />GENERAL NO TES <br />SHEET NO. <br />T17LE <br />Trach <br />25'-0» <br />LOAD FACTOR DESIGN <br />31 <br />GENERAL PLAN <br />t <br />101_011 <br />m in <br />typ <br />STRUCTURE BACKFILL (BRIDGE) <br />32 <br />INDEX TO PLANS AND GENERAL NOTES <br />DESIGN: <br />BRIDGE DESIGN SPECIFI CA TIONS <br />33 <br />DECK CONTOURS <br />LS <br />(1983 AASHTO with Interims and Revisions by Caltrans) <br />34 <br />FOUNDA TION PLAN <br />607 <br />STRUCTURAL CONCRETE, BRIDGE <br />35 <br />ABUTMENT I DETAILS <br />SEISMIC DESIGN: <br />Caltrans Seismic Design Criteria (SDC), Version 1. 7, July 1999. <br />36 <br />ABUTMENT 6 DETAILS <br />LF <br />85 <br />37 <br />38 <br />TYPICAL BENT DETAILS <br />TYPICAL COLUMN DETAILS <br />DEAD LOAD: <br />Includes 35 Ib/s f future wearing surface plus a future <br />39 <br />PILE DETAILS <br />MISCELLANEOUS METAL (BRIDGE) <br />utility load of 250 lb/ft. <br />40 <br />TYPICAL FOOTING DETAILS <br />LB <br />8796 <br />41 <br />TYPICAL SECTION <br />LIVE LOADING: <br />HS20-44 and alternative and permit design load. <br />42 <br />GiRDER L A YOU T -- NO. 1 <br />tar tar <br />LF <br />43 <br />GiRDER L A YOU T -- NO. 2 <br />SEISMIC LOADING: <br />SDC ARS Curve For Soil Profile D (M=6.5±0.25) <br />44 <br />GIRDER REINFORCEMENT DETAILS <br />(Peak Rock Acceleration = 0.2g) <br />45 <br />DRAINAGE PLAN <br />46 <br />DRAINAGE DETAILS <br />REINFORCED CONCRETE: <br />Fy = 60, ODD PSi (Grade A 706) <br />47 <br />ABUTMENT JOINT SEAL DETAILS <br />f'c = 4,000 PSI: n = 8 (Superstructure and Columns) <br />48 <br />SLOPE PAVING - FULL SLOPE <br />49 <br />STRUCTURE APPROACH DRAINAGE DETAILS <br />f'c = 3,600 PSI; n = 8.6 (Footings) <br />50 <br />STRUCTURE APPROACH TYPE N(30S) <br />51 <br />L OG OF TES T BORINGS <br />PRESTRESSED CONCRETE: <br />See "Prestressing Notes" on "Girder Layout - No. 2" sheet. <br />Note: For a List of Standard Plans (Bridge), see <br />"Standard Plans List" sheet. <br />(� Existing <br />1� Existing �E Ex istinq <br />28'-6 3/4" <br />Lead Track <br />42'-8 1/4" <br />Trach <br />25'-0» <br />Track <br />26,-6 1/2" <br />S TRU C TURE EX CA VA TION (BRIDGE) <br />101-011 <br />m in <br />typ <br />t <br />101_011 <br />m in <br />typ <br />STRUCTURE BACKFILL (BRIDGE) <br />CY <br />687 <br />24" CAST -IN -DRILLED -HOLE CONCRETE PiLING <br />LF <br />4800 <br />PRESTRESSING CAST---1N-PLACE CONCRETE <br />LS <br />i <br />STRUCTURAL CONCRETE, BRIDGE FOOTING <br />CY <br />607 <br />STRUCTURAL CONCRETE, BRIDGE <br />CY <br />2490 <br />STRUCTURAL CONCRETE, APPROACH SLAB <br />CY <br />95 <br />JOINT SEAL ASSEMBLY (NIR 6") <br />LF <br />85 <br />BAR REINFORCING STEEL (BRIDGE) <br />LB <br />994570 <br />SLOPE PAVING (CONCRETE) <br />CY <br />55 <br />MISCELLANEOUS METAL (BRIDGE) <br />LB <br />511 <br />BRIDGE DECK DRAINAGE SYSTEM <br />LB <br />8796 <br />CHA INL INK RAILING (TYPE 7) <br />LF <br />304 <br />TUBULAR HAND RAILING <br />LF <br />1183 <br />tar tar <br />LF <br />for <br />Ben t 4 <br />TEMPORARY FALSE*VRK CLEARANCES <br />1 "=20' <br />Bent 5 <br />Limi <br />Exc c <br />ed Finished <br />ce <br />tyN <br />EXCA VA 77 ON PA YLIM1 TS <br />(ABU TS 1 & 6) <br />Not To Scale <br />Limits of <br />Backf" <br />typ <br />BACKFILL PA YLIMI TS <br />(ABUTS 1 & 6) <br />Not To Scale <br />'fanned <br />roding plane <br />SUMMARY OF QUAN 7171ES <br />iTEM <br />UNIT <br />QUANTITY <br />S TRU C TURE EX CA VA TION (BRIDGE) <br />CY <br />1,377 <br />STRUCTURE BACKFILL (BRIDGE) <br />CY <br />687 <br />24" CAST -IN -DRILLED -HOLE CONCRETE PiLING <br />LF <br />4800 <br />PRESTRESSING CAST---1N-PLACE CONCRETE <br />LS <br />i <br />STRUCTURAL CONCRETE, BRIDGE FOOTING <br />CY <br />607 <br />STRUCTURAL CONCRETE, BRIDGE <br />CY <br />2490 <br />STRUCTURAL CONCRETE, APPROACH SLAB <br />CY <br />95 <br />JOINT SEAL ASSEMBLY (NIR 6") <br />LF <br />85 <br />BAR REINFORCING STEEL (BRIDGE) <br />LB <br />994570 <br />SLOPE PAVING (CONCRETE) <br />CY <br />55 <br />MISCELLANEOUS METAL (BRIDGE) <br />LB <br />511 <br />BRIDGE DECK DRAINAGE SYSTEM <br />LB <br />8796 <br />CHA INL INK RAILING (TYPE 7) <br />LF <br />304 <br />TUBULAR HAND RAILING <br />LF <br />1183 <br />CONCRETE BARRIER (TYPE 25) <br />LF <br />1487 <br />Limits of <br />Excavation <br />1,-0" <br />typ <br />Existing <br />groundline <br />EXCA VA 77ON PA YL/M/ TS <br />(BEN TS 2, 39 4 & 5) <br />No t To Scale <br />CONCRETE S7RENGTH AND PAY LiM1TS <br />Not To Scale <br />0 Structural Concrete, Bridge (4,000 psi @ 28 days) <br />Structural Concrete, Bridge Footing (3,600 psi @ 28 days) <br />Structural Concrete, Approach Slab Type N (4,000 psi @ 28 days) <br />Limits of <br />Exco vo tion <br />Existing <br />groundline <br />BA CKFILL PA YLiMi TS <br />(BEN TS 2, 3, 4 & 5) <br />Not To Scale <br />Note: Not all piles ore shown. <br />RECORD DRAWI <br />C�orrections By <br />No C. <br />Dai. c7/.,2 <br />Any <br />41I informipf <br />INFORMATION CONFIDENTIAL: DESIGNED BY CONTRACT NO. <br />All plans, drawings, specion A. ABDEL— CARIM Burlin ton. Northern Santa Fe �� �Ra�E�S'°"q� MARIPOSA ROAD GRADE SEPARATION DRAWING NO. — <br />cations, and or information PRAWN BY g '� <br />furnished herewith Shell '-A4b REALIGNMENT ST--- 02 <br />remain the property of the T. WALTZ <br />Burlington Northern Santa RailwayCompany AND Af�i�AD ABDEL-KARL{ <br />CHECKED BY c� �, REVISION SHEET NO - <br />Fe Railway Company and 4D rn <br />shalt be held confidential; 0. BROWN N° C051297 <br />and shall net be used for APPROVED BY Frederic R. Harris, Inc. *� Exp °�-3°- ��� INDEX TO PLANS AND GENERAL NOTES SCALE <br />any purpose not prodded 32 OF 1 <br />for ;n agreements with the A. BOONE 801 University Avenue, Suite 274 �q CIVIL �y� <br />Burlington Northern Santa DATE <br />REV. DATE DESCRIPTION Fe Railway Company- oSacramento, ColiforniQ 95825 F ��- 1F��- AS SHOWN <br />gY suB- APP. SEPTEMBER 13, 2001 FfpIR <br />