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HomeMy WebLinkAbout2.2-73a LIST OF DBA WINGS SHEET 1 Tl TLE SHEET SHEET 2-3 STANDARD PLANS LIST SHEET 4 TRAFFIC CONTROL SHEETS 5-11 RANCHERIA ROAD BRIDGE BR. NO. 5OC-19 SHEETS 12-21 MANOR STREET BRIDGE OVER KERN RI VER SB/NB BR. NO. 50C 21 LIR SHEETS 22-29 PANORAMA DRIVE 0. C. BR. NO. 5OC-27 SHEETS 30-33 CHESTER AVENUE 0. C. BR. NO. 5OC-157 SHEETS 34-44 BEALE AVENUE 0. C. BR. NO. 5OC-0173 BENCHMARK CHISELED "0" IN TOP OF CURB BCR OF SE RETURN OF INT OF DESERT HILLS DR & ASHE ELEV = 378.70 D- 9, S- 7, S-12 FINAL PAY QUANTITIES PROPOSAL ITEM RAILROAD INSPECTION TEMPORARY K -RAIL REMOVE ASPHALT CONCRETE 0 VERLA Y REMOVE CONCRETE BARRIER BRIDGE REMOVAL (PORTION), L OCA TION A BRIDGE REMOVAL (PORTION), L OCA TION B REMOVE AND RECONSTRUCT METAL BEAM GUARD RAIL STRUCTURE EXCA VA TION (BRIDGE) S TRUC TORE EXCA VA TION, T YPE D STRUCTURE BACKFILL (BRIDGE) 60" CAST IN DRILLED HOLE CONCRETE PILING STRUCTURAL CONCRETE (BRIDGE) DIAPHRAGM BOLSTER DRILL AND BOND DOWEL CORE CONCRETE (9") CORE CONCRETE (1-1/8") JOINT SEAL (MR=1/2') BAR REINFORCING STEEL (BRIDGE) STRUCTURAL STEEL (BRIDGE) ABUTMENT LUMBER BLOCKING CLEAN AND PAINT STRUCTURAL STEEL MISCELLANEOUS METAL, RESTRAINER -ROD TYPE MISCELLANEOUS METAL, RESTRAINER TYPE MISCELLANEOUS METAL (BRIDGE) CONCRETE BARRIER (TYPE 25) CONCRETE BARRIER (TYPE 25R) REFINISH BRIDGE DECK RAILROAD INSURANCE QUAN TI 7 60 475 334 375 1 1 1 73 38 30 1485 1088 6 5974 15 128 8 620736 14936 1 1 7180 3458 20159 41 334 1228 1 D, Lf Sf Lf L� L� L� C' C' C' Lf C' E� Lf Lf Lf LF LB LB MFBM LS LB LB LB LF LF SF LS DD vap TumTLITE(v 'wvR•= SEISMIC RETROFIT OF CITY OWNED BRIDGES RANCHERIA ROAD BRIDGE MANOR S '-.`�E'T BRIDGE OVER KERN RIVER SBINB '�;11�pAl 1 101 WPTZ-All! LOCATION MAP NOT TO SCALE SACRAMENTO \ • ,SAN FRANCISCO •FRESNO LOS ANGELES SAN DIEGO STATE OF CALIFORNIA NO TE: THE CON TRA C TDR MUST POSSESS THE FOLLOWING- VALID OLLOWING VALID LICENSES: i �I LOS ANGELES SAN DIEGO STATE OF CALIFORNIA NO TE: THE CON TRA C TDR MUST POSSESS THE FOLLOWING- VALID OLLOWING VALID LICENSES: The New Standard Plans (NSP) which apply to this contract are included as individual sheets of the project plans. The Standard Plan sheets applicable to this contract include, but are not limited to those indicated by a marked box. CONTRACT NO. GENERAL ROAD WORK DRAINAGE DIST. COUNTY ROUTE POST MILES SHEET TOTAL ; TOTAL PROJECT N°. sr1EETs MISCELLANEOUS [ID72 Drainage Inlets 6 KERN 2 44 ® Al OA Abbreviations ❑ D73 Drainage Inlets ® A1013 Symbols ❑ D74A Drainage Inlets To accompany plans dated ElA20A Pavement Markers and Traffic Lines, Typical Details ❑ D74B Drainage Inlets ❑ T4 Temporary Traffic Screen _. ❑ A20B Pavement Markers and Traffic Lines, Typical Details ❑ D74C Drainage Inlets Details p T10 Traffic Control System for Lane Closure on Freeways and ❑ A20C Pavement Markers and Traffic Lines, Typical Details D D75 Pipe Inlet Expressways ElA20D Pavement Markers and Traffic Lines, Typical Details ❑ D77A Grate Details ❑ T1 OA Traffic Control System for Lane and Complete Closures on ❑ A24A Pavement Markings- Arrows ❑ D77B Bicycle Proof Grate Details Freeways and Expressways El A24B Pavement Markings— Arrows ❑ D77C Alternative Hinged Cover for Type OL and OS Inlets and Trash ❑ T11 Traffic Control System for Lane Closure on Multilane Rack for Type OCP Inlet Conventional Highways ❑ A24C Pavement Markings— Symbols and Numerals D D78 Gutter Depressions ❑ T12 Traffic Control System for Lane Closure on Multilane El A24D Pavement Markings— Words ❑ D79 Precast Reinforced Concrete Pipe— Direct Design . Method Conventional Highways ❑ A24E Pavement Markin s— Words and Crosswalks 9 ❑ D80 Cast—In—Place Reinforced Concrete Single Box Culvert ® T13 Traffic Control System for Lane Closure on Two Lane ❑ A35A Portland Cement Concrete Pavin Details g ❑ D81 Cast—In—Place Reinforced. Concrete Double Box Culvert Conventional Highways ElA62A Excavation and Backfill— Miscellaneous Details ❑ D82 Cast—In—Place Reinforced Concrete Box Culvert Miscellaneous ❑ T14 Traffic Control Systen for Ramp Closures t7 A62B Limits of Payment for Excavation and Backfill Bridge— Surcharge Details J and Wall e BRIDGE ® ❑ D84 Box Culvert. Wingwalls— Types ABC A62C Limits of Payment for Excavation and Backfill— Bridge ® BO -1 Bridge Details ElA62D ❑ D85 Box Culvert Wingwalls— Types D and E , Excavation and Backfill— Concrete Pipe Culverts p D BO -3 Bridge Details 171 D86 Box Culvert Warped Wingwalls ❑ A62E Excavation and Backfill— Cast—In—Place Reinforced Concrete Box ❑ BO -5 Bridge Details and Arch Culverts I-]D86B Pipe Culvert Headwalls, Endwalls and Warped Wingwalls ❑ A62F Excavation and Backfill— Metal and Plastic Culverts ❑ D86C Arch Culvert Headwalls, Endwalls and Warped Wingwalls ❑ BO -13 Bridge Details El ElD87A Overside Drains ❑ 132-3 16" Cast—In—Drilled—Hole Concrete Pile D A73A Markers ❑ D87B Overside Drains ❑ 132-5 Pile Details— Class 45 and Class 70 El A73B Markers D87C Underdrains D B2-8 Pile Details— Class 45C and Class 70C A73C Delineators, Channelizers and Barricades D B2-9 Load Test Anchor Pile Details ❑ A74 SurveyMonuments ❑ D88 Construction Loads on Culverts ❑ B3-1 Retaining Wall— Type 1, H=4)-30) p A75A Concrete Barrier Type 50 D D88A Strut Details for Structural Steel Plate Pipes, Arches, and 1, H=32'-36' Vehicular Undercrossings ❑ B3-2 Retaining Wall— Type p A75B Concrete Barrier Type 50E D D89 Pipe Headwalls ❑ B3-3 Retaining Wall— Type 1A ❑ A75C Headlight Glare Screen D D90 Pipe Culvert Headwalls, Endwalls and Wingwalls— Types A,B and C El B3-4 Retaining Wall— Type 2 ❑ A77A Metal Beam Guard Railing ❑ D93A Pipe Riser Connections ❑ 133-5 Counterfort Retaining Wall— Type 3 ❑ A77B Metal Beam Guard Railing— Standard Hardware ❑ D93B Drainage Inlet Riser Connections ❑ 133-6 Counterfort Retaining Wall— Type 4 ❑ A77C Metal Beam Guard Railing= Posts and Blocks ❑ D93C Pipe Riser with Debris Rack Cage D B3-7 Retaining Wall— Type 5 ❑ A77D Guard Rail Flares ❑ D94A Metal and Plastic Flared End Sections ❑ 133-8 Retaining Wall Details No. 1 ❑ A77E Guard Rail Flares ❑ D94B Concrete Flared End Sections ❑ 133-9 Retaining Wall Details No. 2 D A77F Metal Beam Guard Railing— Miscellaneous Details ❑ D95 Concrete Arch Culverts ❑ B3-1 1 Retaining Wall Type 6-6'-0" Maximum D A77G Guard Rail End Anchors (Breakaway) ( y) ElD97A Corrugated Metal Pipe Coupling Details No.1— Annular Coupling El B6-1 T— Beam Details ❑ A77H Guard Rail End Anchors (Breakaway Hardware) Band Bar and Strap and Angle Connectors D B6-10 Utility Openings, T—Beam ❑ A771 Barrier and Guard Rail End Anchors ElD97B Corrugated Metal Pipe Coupling Details No. 2— Hat Band Coupler 1:1 B6-21 — �� Joint Seals (Maximum Movement Rating — 2") ® A77J Guard Rail Connections to Bridge Rails, Retaining Walls and Flange Details ❑ 137-1 Box Girder Details and Abutments ❑ D97C Corrugated Metal Pipe Coupling Details No. 3— Helical and ❑ B7-5 Deck Drains ❑ A77K Guard Rail Connections to Bridge Sidewalks and Curbs g Universa( Couplers ElA78A Thrie Beam Barrier ❑ D97D Corrugated Metal Pipe Coupling Details No.' 4— Hugger Coupling ❑ 137-6 Deck Drains— Type D-1 and D-2 ❑ A788 Thrie Beam Barrier— Standard Hardware and Miscellaneous Details Bands 0 137=10 Utility Opening— Box Girder ❑ A78C Thrie Beam Barrier— End Anchors ❑ D97E Corrugated Metal Pipe Coupling Details No. 5— Standard Joint ❑ 137-11 Utility Details 171A78D Thrie Beam Barrier Connection to Concrete Barrier Type 50 ❑ D97F Corrugated Metal Pipe Coupling Details No.6— Positive Joint ❑ 138-5 Cast—In—Place Prestressed Girder Details ❑ A78E Thrie Beam Barrier Connections to Bridge Rails ❑ D97G Corrugated Metal Pipe coupling Details No. 7—. Positive Joints ❑ B11-7 Chain Link Railing ❑ A78F Thrie Beam Barrier Connections to Bridge Curbs, Retaining Walls and Downdrains ❑ B1 1--47 Cable Railing and Abutments 171D97H Reinforced Concrete Pipe. or Non—Reinforced Concrete Pipe ■ B1 1-51 Tubular Hand Railing ❑ A80 Thrie Beam Barrier Emergency Passageway Standard and Positive Joints 171 B1 1-52 Chain Link Railing Type 7 A81 Crash Cushion, Sand Filled ❑ D98A Slotted Corrugated Steel Pipe Drain Details ® B1 1-53 Concrete Barrier Type 25 ❑ A83 Portable Scale Pad and Approach Slab Details ❑ D98B Slotted Corrugated Steel Pipe Drain Details ❑ B1 1-54 Concrete Barrier Type 26 yP ; ❑ A85 Chain Link Fence ❑ D99A Structural Section Drainage System Details ❑ B13-1 Slope Protection Detail No. 1 ❑ A86 Barbed Wire and Wire Mesh Fences D D99B Edge Drain Outlet and Vent Details ❑ B13-2 Slope Protection Detail No. 2 ❑ A87 Curbs, Dikes and Driveways ❑ D99C Edge Drain Cleanout and Vent Details ❑ B14-1 Structural Steel Plate Vehicular Undercrossing ❑ D99D Cross Drain Interceptor Details ❑ B14-3 Communication and Sprinkler Control Conduit (Conduit less CRIB WALLS than 4" Diameter) ❑ C7A Reinforced Concrete Crib Wall— Battered Walls— Types A,B and C HIGHWAY PLANTING ❑ B14-4 Water Supply Line (Bridge) (Pipe less than 4" Diameter) ❑ C7B Reinforced Concrete Crib Wall— Battered Walls— Types D,E and F ❑ H1 Planting and Irrigation— Abbreviations ❑ B14-5 Water Supply Line Details (Pipe less than 4'$ Diameter Pp y (Details) ( p ) ❑ C7C Reinforced Concrete Crib Wall— Vertical Walls— Types A,B and C El H2 Planting and Irrigation— Symbols ❑ C7D Reinforced Concrete Crib Wall— Vertical Walls— Types D,E and F ❑ H3 Planting and Irrigation— Details ROADSIDE SIGNS D C7E Reinforced Concrete Crib Wall— Types A,B,C,D,E and F Header D H4 Planting and Irrigation— Details ❑ RS1 Roadside Signs, Typical Installation Details No. 1 and Stretcher Details ❑ H5 Planting and Irrigation— Details ❑ RS2 Roadside Signs, Wood Posts, Typical Installation Detail No. 2 ❑ C7F Design Data for Reinforced Concrete Crib Wall Foundation D H6 Planting and Irrigation— Details ❑ RS3 Roadside Signs, Laminated Box Wood Posts, Typical Installation Pressure—Battered Wall ❑ H7 Planting and Irrigation— Details Details No. 3 - ❑ C7G Reinforced Concrete Crib Wall Foundation Pressure— ❑ H8 Planting and Irrigation— Details ❑ RS4 Roadside Signs, Typical Installation Detail No. 4 Vertical Wall ❑ C8A Steel Crib Wall— Construction Details TEMPORARY FACILITIES ❑ C813 Steel Crib Wall— Design Data ❑ T1 Temporary Crash Cushion, Sand Filled SHEET 1 OF 2� ❑ C8C Steel Crib Wall— Design Data ■ T2 Temporary Crash Cushion, Sand, Filled STANDARD PLANS UST ❑ A C9Temporary Timber Crib Wall— Types A,B,C and D ® T3 Railin T 9 (Type K ) (July,1992 Edition) ❑ C913 Timber Crib Wall— Types A,B,C and D Design Data The New Standard Plans (NSP) which apply to this contract are included as individual sheets of the project plans. The Standard Plan sheets applicable to this contract include, but are not limited to those indicated by a marked box. CONTRACT NO. The New Standard Plans (NSP) which apply to this contract are included as individual sheets of the project plans. The Standard Plan sheets applicable to this contract include, but are not limited to those indicated by a marked box. CONTRACT N 0 . OVERHEAD SIGNS SIGNALS LIGHTING AND ELECTRICAL I CAL SYSTEMS DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS OVERHEAD SIGNS -TRUSS ❑ ES -1A Signal, Lighting and Electrical Systems— Symbols and 6 KERN 3 44 ❑ S1 Overhead Signs— Truss, Instructions and Examples Abbreviations ❑ S2 Overhead signs— Truss, Single Post Type, Post Type II thru VII ❑ ES -113 Signal, Lighting and Electrical Systems— Symbols and To accompany plans dated Abbreviations ❑ S3 Overhead- Signs— Truss, Two Post Type, Post Type I—S thru VII—S. ❑ ES -2A Signal, Lighting and Electrical Systems— Service Equipment F-1 ES-16SSignal and Lighting Standards— Details No. 1 E1 S4 Overhead Signs— Truss, Single Post Type, Structural Frame ❑ ES -213 Signal, Lighting and Electrical Systems— Service Equipment ❑ ES -6T Signal and Lighting Standards— Details No. 2 Members ❑ S5 Overhead Signs— Truss, Two Post Type, Structural Frame Members ❑ ES -2C Signal, Lighting and Electrical Systems— Service Equipment ❑ ES-6TA Signal and Lighting Standards— Pole and Mast Arm Alternatives ❑ S6 Overhead Signs-- Truss, Structural Frame Details Notes ❑ ES -6U Lighting Standards— Types 10 and 15 Slip Base Insert ❑ ES -2D Signal, Lighting and Electrical Systems— Service Equipment ❑ ES -6V Signal and Sign Standards— Type 33 Left Turn ❑ S7 Overhead Signs— Truss, Frame Juncture Details and Typical Wiring Diagram, Type A ❑ ES -7A Signal, Lighting and Electrical Systems— Electrical Details, ❑ S8A Overhead Signs— Steel Frame Removable Sign Panel Frames ❑ ES -2E Signal, Lighting and Electrical Systems— Service Equipment Structure Installations ❑ S813 Overhead Signs— Removable Sign Panel Frames, Overhead Formed and Typical Wiring Diagram, Type B ❑ ES -713 Signal, Lighting and Electrical Systems— Electrical Details, Panel Mounting Details ❑ ES -2F Signal, Lighting and Electrical Systems— Service Equipment Structure Installations ❑ S8C Overhead Signs— Truss, -.Sign Panel Mounting Details, Laminated and Typical Wiring Diagram, Type C ® ES -7C Signal, Lighting and Electrical Systems— Electrical Details, Panel— Type A ❑ ES -3A Signal, Lighting and Electrical Systems— Signal Heads and Structure Installations ❑ S8D Overhead Signs— Truss, Removable Sign Panel Frames 110" and Mountings ❑ ES -7D Signal, Lighting and Electrical Systems— Electrical Details, 120" Sign Panels ❑ ES -3B Si nal, Li htin and 9 9 g Electrical S stems— Y Si nal Heads and g Structure Installations ❑ S9 Overhead Signs— Walkway Details No. 1 Mountings ® ES -7E Signal, Lighting and Electrical Systems— Electrical Details, ❑ S10 Overhead Signs— Walkway Details No. 2 ❑ ES -3C Signal, Lighting and Electrical Systems— Signal Heads and Structure Installations ❑ S11 Overhead Signs— Walkway Safety Railing Details Mountings ❑ ES -7F Signal, Lighting and Electrical Systems— Flush Soffit ❑ S13 Overhead Signs— Truss Pile Foundation ❑ ES -3D, Signal, Lighting and Electrical Systems— Signal Heads and Luminaire Modification Details, Structure Installation Mountings ❑ ES -8 Signal, Lighting and Electrical Systems— Pull Box Details OVERHEAD SIGNS -LIGHTWEIGHT ❑ ES -3E Signal, Lighting and Electrical Systems— Signal Heads and ❑ ES -9A Signal, Lighting and Electrical Systems— Cantilever Flashing ❑ S14A Overhead Signs— Lightweight Balanced—Single Steel Post Mountings Beacon, Types 9, 9A, 9B Connection and Mounting Details ❑ ES -4A Signal, Lighting and Electrical Systems— Controller Cabinet ❑ ES -913 Signal, Lighting and Electrical Systems— Cantilever Flashing ❑ S14B Overhead Signs— Lightweight Balanced—Single Steel Post Details Beacon, Types 9, 9A, 9B Details ❑ ES -413 Signal, Lighting and Electrical Systems— Controller Cabinet ❑ ES -10 Signal, Lighting and Electrical Systems— Isolux Diagrams ❑ S15 Overhead Signs— gyp Lightweight, T e A, Connection Details Details ❑ ES -11 4 Signal, Lighting and Electrical Systems— Foundation ❑ S16 Overhead Signs— Lightweight, Type B, Connection Details ❑ ES -4C Signal, Lighting and Electrical Systems— Controller Cabinet Installations Details ❑ S17 Overhead Signs— Lightweight, Type C, Connection Details ❑ ES -4D Irrigation Controller Enclosure Cabinet El ES -12 Signal, Lighting and Electrical Systems— Pedestrian ` ❑ S18A Overhead Signs— Lightweight, Sign Panel Mounting Details, El ES -4E Signal, Lighting and Electrical Systems— Telephone Demarcation Undercrossing Fluorescent Lighting Fixture Laminated Panels— Type A Cabinet Details ■ ES -13 _ Signal, Lighting and Electrical Systems Splicing Details ❑ S18B Overhead Signs— Lightweight, Light Fixture Mounting Details ❑ ES -4F Signal, Lighting and Electrical Systems— Telephone Demarcation ❑ ES -14 Signal, Lighting and Electrical Systems— Wiring Detail ❑ S20A Overhead Signs— Lightweight Post Details Cabinet Details and Fuse Ratings g ❑ S20B Overhead Signs— Lightweight Foundation ❑ ES -5A Signal, Lighting and Electrical Systems— Detectors ❑ ES -15 Signal, Lighting and Electrical Systems— Pedestrian Overcrossing Fluorescent Lighting Fixture OVERHEAD SIGNS -BOX BEAM CLOSED TRUSS ALTERNATIVE ❑ ES -5B Signal, Lighting and Electrical Systems— Detectors ❑ ES -27A Signal, Lighting and Electrical Systems— Extinguishable ❑ ES -5C Signal, Lighting and Electrical Systems— Detectors Message Sign, 10" Letters ❑ S39 Overhead Signs— Box Beam, Closed Truss Foundation ❑ ES -5D Signal, Lighting and Electrical Systems— Detectors ❑ ES -27B Signal, Lighting and Electrical Systems— Extinguishable ❑ S40A Overhead Signs— Box Beam, Closed Truss, Two Post Type Frame ❑ ES -5E Signal, Lighting and Electrical Systems— Detectors Message Sign, 10" Letters Members ❑ ES -5F Signal, Lighting and Electrical Systems— Pedestian Barricades ❑ ES -28 Signal, Lighting and Electrical Systems— Extinguishable ❑ S40B Overhead Type General Signs— Box Beam, Closed Truss, Single and Two Post Frame Details ❑ ES -6A Signal and Lighting Standards— Type 1 Standards and Equipment Message Sign and Flashing Beacons ❑ S40C Overhead Signs— Box Beam, Closed Truss, Ribbed Sheet Metal Numbering SIGN ILLUMINATION Details ❑ ES-6AA Signal Standards— Push Button Post , ❑ S40D Overhead Signs— Box Beam, Closed Truss, Two Post Type Frame ❑ ES -6B Lighting Standards— Types 15, 21 and 22 ❑ ES -29 Sign Illumination— Mercury Sign Illumination Equipment Details ❑ ES -6C Lighting Standards— 80' to 160' High Mast Light Pole, ❑ ES -30 Sign Illumination— 36" Fluorescent Sign Illumination Equipment ❑ S40E Overhead Signs— Box Beam, Closed Truss, Two Post Type Frame Foundation Details ❑ ES -32A Sign Illumination— Sign Illumination Equipment Juncture Details ❑ ES -6D Lighting Standards— Types 30 and 31, Slip Base ❑ ES -32B Sign Illumination— Sign Illumination Control ❑ S40F Overhead Signs— Box Beam, Closed Truss, Two Post Type Post ❑ ES-6DA Lighting Standards— Type. 32 ❑ ES -33 Sign Illumination— Internally Illuminated Street Name Sign Details ❑ ES -6E Lighting Standards— Types 30 and 31, Slip Base Plate Details ❑ S40G Overhead Signs— Box Beam, Closed Truss, Single Post Type ❑ ES -6F Lighting Standards— 10 Degree Type NEW STANDARD PLANS Frame Members ❑ ES -6H Lighting Standards— 10 Degree Type, Details ❑ NSP A88 Curb Ramp— Details No. 1 ❑ S40H Overhead Signs— Box Beam, Closed Truss, Single Post Cantilever ❑ ES -6J Signal and Lighting Standards— Case 1 Arm Loading, ❑ NSP A89 Curb Ramp— Details No. 2 Frame Details Wind Velocity = 70 MPH, Arm Lengths 15' to 30' ❑ NSP T7 Construction Project Funding Indentification Signs ❑ S401 Overhead Signs— Box Beam, Closed Truss, Single Post Cantilever Frame Juncture Details ❑ ES -6K Signal and Lighting Standards— Case 2 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths 20 to 30 ❑ S40J Overhead Signs— Box Beam, Closed Truss, Single Post Cantilever Post Details ❑ ES -6L Signal and Lighting Standards— Case 3 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths , 15 to 45 ❑ S40K Overhead Signs— Box Beam, -Closed Truss, Single Post Butterfly Frame Details ❑ ES -6M Signal and Lighting Standards— Case 4 Arm Loading, Wind Velocity = 70 MPH, Arm Lengths , 25 to 45 ❑ S40L Overhead Signs— Box Beam, Closed Truss, Single Post Butterfly Frame Juncture Details ❑ ES-6MA Signal and 'Lighting g g g Standards— Case 5 Arm Loading, g' Wind Velocity = 70 MPH, Arm Lengths , 50 to 55 ❑ S40M Overhead Signs— Box Beam, Closed Truss, Single Post Butterfly Post Details ❑ ES -6N Signal and Lighting Standards— Type 40-0-80 ❑ ES -60 Signal and Lighting Standards— Case 1 Arm Loading, OVERHEAD SIGNS -TUBULAR Wind Velocity = 80 MPH, Arm Lengths 25' to 30' ❑ S40N Overhead Signs— Tubular, Instructions and Examples ❑ ES -6P Signal and Lighting Standards— Case 2 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 20' to 30' ❑ S40P Overhead Signs— Tubular, Single Post Type Layout and Pipe Selection ❑ ES -6Q Signal and Lighting Standards— Case 3 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 20' to 45' ❑ S40Q Overhead Signs— Tubular, Two Post Type Layout and Pipe Sections ❑ ES -6R Signal and Lighting Standards— Case 4 Arm Loading, Wind Velocity = 80 MPH, Arm Lengths 25' to 45' ❑ S40R Overhead Signs— Tubular, Structural Frame Details No. 1 -. SH EET 2 OF 2 ❑ ES-6RA Signal and Lighting Standards— Case 5 Arm Loading, ❑ S40S Overhead Signs— Tubular, Structural Frame Details No. 2 Wind Velocity = 80 MPH, Arm Lengths 50' to 55' STANDARD PLANS LIST ElS40T Overhead Signs— Tubular Foundation Details (July,1992 Edition) The New Standard Plans (NSP) which apply to this contract are included as individual sheets of the project plans. The Standard Plan sheets applicable to this contract include, but are not limited to those indicated by a marked box. CONTRACT N 0 . DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS RETROFIT CODE 6 KERN 5 44 243'-6"± Measured along � Rancheria Rd BB EB O Girder End Blocking Retrofit �oFEssro 2 Pier Cap Seat Extender Retrofit Brg Abut Brg Abut O REGISTERED CIVIL ENGINEER ,� , „ DANIEL S. WEDDELI: 2'-0"± 59 —67s ± 60 —2Y8 ± 60 —2Yg ± 59 —67g ± 2 —p ±3 Longitudinal Restrainer Retrofit No." Uj 598"34 U4 Abutment Backwall Strengthening PLANS APPROVAL DATE s Exp 12-3,1-^03 I I � 5 Abutment Seat Extenders Retrofit �9� c i v I � 1 0 � W. K00 &ASSOCIATES, Inc. F Fo 0 i 600 THE CITY PARKWAY WEST, SUITE 310 OF GAL I ( 6 ( 6 6 OG 6o Transverse Shear Key Retrofit ORANGE CA 92868 and Bottom Chord Strengthening ,77 4 -- -- -- -- -- -- -- -- -- -- -- -- -L2� -- 4 ��\\ (L Rancheria Road O I I 1� Bridge 6 Abut 1 5 �' � 3 , , 2 IIS 3 o HWL 2 �I� 3. / I 6 , � „ , ` „ 2-0± 13-0± 1 13-0± 2-0± A rox OG — --- 5 E --I PP ' ` ��i������,—�,,— — — — — �,���,�i,,�,���`��i ExistingCorrugated metal I „ Abut 5 Bridge railing, typ Profile Grade 1 —0 max C C Pier 2 Pier 4 ' Pier 3 Datum Elev 500.00± Non—composite deck over L --j_ _ �__— _ _ _ _ _ _ -- -- -- -- Built—up steel -- -- -- -- -- -- 58 59 60 plate Girders ° -- -- -- -- - -- -- -- o FINAL PAY QUANTITIES ELEVATION Existing � � , ;� utilities, t \ 6 I I t� 3 BRIDGE REMOVAL (PORTION), LOCATION B 1 LS 1" = 20' yP 6 \-"/ 3 ' ' ' - I STRUCTURE EXCAVATION (BRIDGE) 40 CY 3 STRUCTURE BACKFILL (BRIDGE) 14 CY °°° °°° °°° °°° ° °°° STRUCTURE CONCRETE (BRIDGE) 63 CY I Legend: DRILL AND BOND DOWELS 418 LF - - Indicates existing structure I 6 5'-0Y2"±, typ I BAR REINFORCING STEEL (BRIDGE) . 17379 LB STRUCTURAL STEEL (BRIDGE) 2709 LB Indicates new structure ' Indicates direction of Traffic CLEAN AND PAINT STRUCTURAL STEEL 1 LS MISCELLANEOUS METAL (RESTRAINER—ROD TYPE) 6326 LB HWL I I I I 1 I ► ! MISCELLANEOUS METAL (BRIDGE) 17389 LB Indicates High, Water Line I I I I I HWL I I I Existingry Rip—Rap, tyP W I I ( ( I I I I I I I I I I I I INDEX TO BRIDGE PLANS II I I I I II �-- (L Brg Abut 5 I I I I I I I I SHEET NO. TITLE o� 1 GENERAL PLAN I I IL Brg Abut 1 2 ABUTMENT DETAILS No. 1 , 3 ABUTMENT DETAILS No. 2 4 ABUTMENT DETAILS No. 35 PIER DETAILS No. 1110 o6 PIER DETAILS No. 2O 4 O �Lii I �' 7 AS—BUILT LOG OF TEST BORINGS0N I I I I I I 11 To Greenhorn School -- -- -- -- � -- -- -- -- �-- -- -- -= - -- -- -- -- -- -- -- -- -- -- -- -- - I -H o I I (L Rancheria Road I I �- _ _-�-_ _-�---_ _ _ I_ -------- 58 _ _ j I ' o 59 1 1 To A rox OG I ( I ( ( I 1 PP - � � �� �- I 1 I I I I I I -- -- -- Bakersfield-- , -, -�{-- -- ---T����—I-- -- -- -- -- --4---- ��- -- -- -- -- __ -- -- -- -- - -- -- -- -- - -- -- -- -- -- -- - \ +I \t\ O ( I I I 1 I I I I 1 0° BB 57+65.00± �, EB 60+08.50± STANDARD PLANS EI 558.00± EI 558.00± DATED JULY, 1992 , ,oa A10A ABBREVIATIONS A1oB SYMBOLS TYPICAL SECTION A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL- BRIDGE B7-10 UTILITY OPENING— BOX GIRDER 1/4" = 1'-0" PLAN T2 TEMPORARY CRASH CUSHION, SAND FILLED T3 TEMPORARY RAILING (TYPE K) 1" = 20' T13 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON TWO LANE CONVENTIONAL HIGHWAYS o 0 4 Note: The Contractor shall verify all controlling field dimensions Note: before ordering or fabricating any material. >► » For General Notes", see Pier Details No. 2 sheet I CD o . DESIGN BY A. Salama CHECKED X. Wu PUBLIC WORKS DEPARTMENT Wei Te K00 BRIDGE N0. RANCHERIA ROAD BRIDGE Q DESIGN OVERSIGHT BY CHECKED BY CHECKED PROJECT ENGINEER 50C-1 DETAILS N. Shu A. Wang LAYOUT N, Shu A, Wang POST MILE CITY OF BAKERSFIELD 0 BY CHECKED BY PLANS AND SPECS GENERAL PLAN' I SIGN OFF DATE QUANTITIES 0. Jaradat H. Haroun SPECIFICATIONS J. Orie COMPARED J. Orie `REVISION DATES PRELIMINARY STAGE ONLY SHEET . OF. ' ORIGINAL SCALE IS IN INCHES CU DISREGARD PRINTS BEARING 7 FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES IIN-- $ 9�15�991::a:: I 1 99 Wrap existing utility with 2" min polystyrene where contacts the concrete, typ 8$_0f1± _I o , AIR o — _ _ -H 2„� Stage 1 Construction 13'- 0"f Existing utility to be protected in place, typ R 2x48x5'-0"* T_ Rancheria Road I IStage 2 Construction 13'-0"± ' 2" optional const Key if stage const required �..-- 1`11 2X48X5'-0"* Existing drain ditch °Oj to remain --` 1'-0"f 6'- 0„+ For Backwall strengthening onl 1 Existing Walkway to remain Existing WW N I I; \ r �_�------ to remain ------- I I B ITF UJ 0 Brg Abut 1 Cn I � � CD 10 in 4" max #6 2$_9” (tot 2) min 1 #5 �� @ 12 max ------------------- #5 �I ® 12 1'-0”rBumper Shear key, typ bar, see "Detail 2Seat extender, typ1'on "Abutment DetailsGirder, typ tyNo. 2" sheet, typ See "Details 6" on "Abutment Details No. 3" sheet PLAN -ABUTMENT 1 3/8„ = 1'-0" � Rancheria Road — Existing Telephone Box to be protected in place 0 I * Plate can be assembled with a series of bars (6" min width) welded to holding bar, see "Detail 1" RC ve & replace gusset plate, typ Omit end blocking plate Detail 6" on "Pier Details where interferes with " sheet A utilities, typ Existingutility pipe R 2x48x5'-0"*, typ Existing end diaphragm Existin utility pipes y P P ( 99 y P�P to be protected in place see Detail 1 to remain _� to be protected in place — __— --------� �----- -- -- — -- — -----L -- —_J----------------� o;���n i Existing i °II° �� i i I ��, 07,0 / ° 1 of Ia 1 I i ° N� L4x4x/4 ff yri II Na °I 2" Ga -_- = - - - - _-= - - _= �_-_ _�= -- - = - p max, typ / D New L4x4x%4 n f'/ , i •. •. typ \, • _ Bumper bar, typ ° °°° • • • •�• • • ••• • • IU ••• • / see "Detail 2" on "Abutment Details No. 2" sheet D E 5/g'O x1'-3" studs (2 rows) 1'-6" #5 Drill & bond dowel A (tot 2 sets) #8 1 @ 12 (tot 8) into 6" deep hole (tot 18), typ Remove & replace gusset plate, typ Drill & bond dowel , See "Detail 5" on into 1'-0" deep hole, typ "Pier Details No. 2" sheet Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 0)1I 0 QI Q j DESIGN OVERSIGHT 0 1 SIGN OFF DATE ELEVATION 3/8 " = 1 '_011 DESIGN DETAILS QUANTITIES BY A. Salama CHECKED X. Wu PUBLIC WORKS DEPARTMENT Wei Te Koo BY CHECKED N. Shu A. Wang PROJECT ENGINEER BY 0. Iaradat CHECKED H. Haroun CITY OF BAKERSFIELD U U ORIGINAL SCALE IS IN INCHES CU FOR REDUCED :PLANS 0 1. 2 3 LEA n» i I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROTECT NO. SHEETS 6 KERN :6 44 E 0 I 2, typ 2", typ _ _ Eq Eq ,pRCFESS/QNq� 0 o 2 REGISTERED CIVIL ENGINEER 0 DANIEL S:: KDDEI�L m Nd_ . 59834' PLANS APPROVAL DATE * Ems. 12-31-03 W. KOO & ASSOCIATES, Inc. c i v i o 600 THE CITY PARKWAY WEST, SUITE 310 CP�L�4 ORANGE CA 92868 n» E 3/4"0 Mechnical Expansion Anchor 0 with nut & washer thru 1 "0 hole,in bars, DETAIL 1 (min 3 Anchors per Holding Bar) 1„ = 1,_0„ Note: "Detail 1" shown for center girder, outside girder similar except where interferes with utilities. Notes: 1. All .steel parts shall be galvanized after fabrication. 2. For "Section A -A' see "Abutment Details No. 3" sheet 3. For "Section B -B' see "Abutment Details No. 2" sheet 4. For "Section D -D & E -E", see "Pier Details No. 2" sheet 5. Existing end diaphragm shall be braced during strengthening of the bottom chord & gusset plates. Legend: of Denotes near, face ff Denotes for face BRIDGE NO. RANCHERIA ROAD BRIDGE 50C-19 POST MILE ABUTMENT DETAILS NO. 1 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF _L7 EARLIER REVISION DATES 9 1 T V 2" bar, typ 3x%2 Holding Bar, 2" max E 0 I 2, typ 2", typ _ _ Eq Eq 0 o 0 o o E 3/4"0 Mechnical Expansion Anchor 0 with nut & washer thru 1 "0 hole,in bars, DETAIL 1 (min 3 Anchors per Holding Bar) 1„ = 1,_0„ Note: "Detail 1" shown for center girder, outside girder similar except where interferes with utilities. Notes: 1. All .steel parts shall be galvanized after fabrication. 2. For "Section A -A' see "Abutment Details No. 3" sheet 3. For "Section B -B' see "Abutment Details No. 2" sheet 4. For "Section D -D & E -E", see "Pier Details No. 2" sheet 5. Existing end diaphragm shall be braced during strengthening of the bottom chord & gusset plates. Legend: of Denotes near, face ff Denotes for face BRIDGE NO. RANCHERIA ROAD BRIDGE 50C-19 POST MILE ABUTMENT DETAILS NO. 1 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF _L7 EARLIER REVISION DATES 9 1 j•. 10"+ 1, – 0„+ 5'-0"f #8 Drill & bond dowel into 1'-0" deep hole (tot 6), typ 2– #6 11 @ 12� #5 (tot 5) ----� Rancheria Rd 18'– 0"f Stage 2 Construction 18'-0"f Stage 1 Construction Existing utility to be protected in place, typ 5'-0"f _I_ –Wrap existing with 2"min pc where contact concrete, typ Existing dr _ _ _ _ _ _ -- to remain �- - --(L Brg Abut 5 #6 D (tot 2) 2_ #6 7 8" 1'-6" 0 #8 (tot 3), typ �'-- Seat extender, see "Abutment Details No. 3" sheet (L Brg Abut 5 . SECTION B—B PLAN—ABUTMENT 5 Bumper bar, see "Detail 2 Girder, typ * Plate can be assembled with a series of bars (6" min width) welded to holding bar, see "Detail 1" on "Abutment Details No. 1” sheet (L Rancheria Rd Omit end blocking plate where Remove & replace gusset plate, typ interferes with utilities, typ see "Detail 6" on R2x48x5'-0" Existing utility conduit to be protected in place C 2" Gap max, t yp 11" F tYP Pier Details No. 2 sheet C Existing end diaphragm FE 2x48x5'-0"*, typ to remain, typ -- -- --�--- -- - -- -- -- -- -- -- -- ——�----------- _ °aoo_--__ 0 00 17 o� �I I olio f '°0 0 LO I I (E " Notes: - - 1. For "Section D–D & E–E" Existing column see "Pier Details No. 2" sheet to remain, typ 2. All steel parts shall be galvanized after fabrication. 3. Existing end diaphragm shall be - braced during strengthening of \ the bottom chord & gusset plates. 0 0 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 01 N 0 Q Q ■ DESIGN OVERSIGHT 0 SIGN OFF DATE O 0 1 Gap tyP i • • ¢ • • E • • • • Remove & replace gusset plate, typ see "Detail 4" on "Pier Details No. 2" sheet' 6C ELEVATION 3/8" = 1'-0" • • o • W W • • • • • DETAILSN BY . S h U CHECKED A. Wang PROJECT ENGINEER • —-- New L4x4xy4 of & \ \ Exist L4x4x%4 ff, typ fes --Existing WW to remain �/ Existing utility conduit / to be protected in place Bumper bar, typ see "Detail 2" 3/4 = if–O" OG=FG -� #5 @ 12 #8, typ #8 @ 6 - #6 @ 12 #8 @ 12 #5 �\ @ 24 horizontal @ 12 vertical Drill & bond dowel into 6" deep hole #6 @ 24, max %2" max 4%2" Bar 2x2x1'-2" Existing sole plates 14 TyP 5/8"O x 8 stud / (tot 4), typ _ = 3„ X - - 2" min - Welded bar optional I I 2 Y2„ DETAIL 2 No Scale 3" Bar 9x2%2x1'-2" DESIGN BY A. Salama CHECKED X. Wu PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD Wei Te Koo DETAILSN BY . S h U CHECKED A. Wang PROJECT ENGINEER BY CHECKED QUANTITIES 0. Jaradat H. H roan a ORIGINAL SCALE IS IN INCHES CU FOR REDUCED PLANS n EA #5 �l match dowel spacing #6 [ ] (tot 2 sets) Field bend �5 ; Drill & bond towel @ 12 nto 6" deep hole 2'– 0" DIST COUNTY ROUTE POST MILES, SHEET TOTAL, TOTAL PROJECT NO. SHEETS 6 KERN44 e ,avESS/oNq� REGISTERED CIVIL ENGINEER DANIEL S. WEDDEL L rt, NO.' 5.9834 PLANS APPROVAL DATEs Exp. 12-31-03 W. KOO & ASSOCIATES Inc. �� c I v I L 600 THE CITY PARKWAY WEST, SUITE 310 OF ORANGE CA 92868 T_ Brg Abut 5 I 10"+ 4)$+ I 1'-2"± I Existing drain ditch ,� j\ to remain Seat extender Existingrebar '' f' 3 to remin #5 / @ 12 ' Drill & bond dowel I ' into 8" deep hole (tot 15 each bolster) I I 1'-6„ E i I I SECTI ON C— C 3/4 = V-0 BRIDGERANCHERIA ROAD BRIDGE 5flC-19 POST MILE ABUTMENT DETAILS NO.. _.2 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION DATES 5 IQg, SHEET OF 3 7 1 #5 @ 24 h ori: @ 12 max Drill & bor into 6" de 2'- 0" 1 ' - 2„± 10"± 422"± @ Abut 1 I 4"± @ Abut 5 6"± 6"± nr_-P-(` J1 r, n n 17 LAIJul ly UI UII I uukl 11 to remain ' I I Existing relnf to remain -- I � II = II II I I I I II I I I Bar 6x2x4'-0" ' I or bar 12x2x4'-0" II ( ( ( 1 1 Existing MC 18± 2" min End blocking plate •I 1 1 1 I (11 3/'O Mechanical Expansion SII }-f — -- — Anchor, typ II I , I II 11 I ( I II Y4 4 @ 18 -- •I I I II 3x22 Holding Bar ter,-- 1 II b11 SII End of Girder I) I I S= �S � 3x22 holding bar �_ 1 11 I I 11 X11 I I 11 & welded @ both ends �I I� Y4 4 @18 II I ( I If I I>..► Existing Brg stiffener I) 1 I I L5x5x5/ 6 min± 11 0 1 0 11 3/4))0 Mechan-ical Expansion 01 1 10 I` Anchor, typ Exist L6x6xY2+ 0 0 4- #5 �� back to back o� I II III II 3" min ` °I I° I eq spaced j ° I I _ Drill hole toll clear o 0 1 exist rivet head, typ '0 00 00 -0 %80 Countersunk HS bolt, r or,(0 0 1_0 typ (tot 8 min) to match 11 1 o O o O O o existing rivet hole Seat extender - - Existing late 38x14± bottom flan 9 P / e 9 2" leveling sole plate 3" (1'-0" min width) Legend: _ 9 1" Polystyrene )i( Denotes to remove existing �8"0± rivet - - - -- ; -------II-I-11- - - —I� I'I 2 clr I I i 6 — 5 tot 1 and replaced with T8"4 HS bolt ° I11I !° yP t 1 I co # I (I I (countersunk where occurs) I'I'I I'I'I Roughen existing surface I 3" 4" I under catcher block 0 Denotes existing rivet or bolt to remain I 1 #5 to Y4” amplitude Seat extender I Drill & bond dowel into 6" deep hole (tot 2 sets) T_ Girder I 2'-0" Existing Brg stiffener L5x5x5/ 6 ± � I { 2" ,oil O i 01 min 1_4 O O I I I 0 Ll 0 ,�1 •' -- I i i I iY2 typ O 0 -• I I l 0 j j 0 1 2" clr ' O 110 typ I I I 0 I,I 0 �1 01-10 o Face of'backwall IT- Brg Abut 1 - Existing sole plate to remain #5 Bumper -bar, typ, see "Detail 2" on "Abutment Details No. 2` sheet T YP 1111 , I ° I1 0 O h► o #5 :F Drill & bond dowel 1'-2" 1'-2" DETAIL 6 1Y2" - 1'-0" I Note: Abutment 1 shown, Abutment 5 similar except seat extender -details. Notes: SECTION A— A 1. Any added component joined to the existing structure with bolts shall match the existing rivet or bolt size & pattern unless shown otherwise. 1 Y2" = 1'-0" 2. The contact or blocked surface to existing component shall be cleaned and painted in accordance with the specification. 12 LO 3. All new steel components shall be galvanized after fabrication. Note: The Contractor shall verify all controlling field dimensions 4. Section A -A shown for Abut 1, Abut 5 Details similar before ordering or fabricating any material. except Seat extender details. BY CHECKED v • Wu BRIDGE N0. a DESIGN A. Sa I a m a X PUBLIC WORKS DEPARTMENT Wei Te Koo 50C-19 R A N C H E R I A ROAD BRIDGE BY CHECKED DESIGN OVERSIGHT DETAILS PROJECT ENGINEER N. Shu A. Wang POST MILE SIGN OFF DATE 0 QUANTITIES BY o. Jaradat CHECKED H. Haroun CITY OF BAKERSFIELD ABUTMENT DETAILS N 0. 3 r!- ORIGINAL SCALE IS IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 01 2 3 EA EARLIER REVISION DATES - gg 915991 I I I I 1 1 4 7 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS t 6 KERN 8 44 ?10FESSlp�yq� 2� REGISTERED CIVIL ENGINEER ��✓� DANIEL S. WEDDEL �. No. 59834 PLANS APPROVAL DATE * Exp. 12-31=03 W. KOO & ASSOCIATES Inc. �9� c I v I L � F 600 THE CITY PARKWAY WEST, SUITE 310 OF CNO ORANGE • CA 92868 2'-0" Existing Brg stiffener L5x5x5/ 6 ± � I { 2" ,oil O i 01 min 1_4 O O I I I 0 Ll 0 ,�1 •' -- I i i I iY2 typ O 0 -• I I l 0 j j 0 1 2" clr ' O 110 typ I I I 0 I,I 0 �1 01-10 o Face of'backwall IT- Brg Abut 1 - Existing sole plate to remain #5 Bumper -bar, typ, see "Detail 2" on "Abutment Details No. 2` sheet T YP 1111 , I ° I1 0 O h► o #5 :F Drill & bond dowel 1'-2" 1'-2" DETAIL 6 1Y2" - 1'-0" I Note: Abutment 1 shown, Abutment 5 similar except seat extender -details. Notes: SECTION A— A 1. Any added component joined to the existing structure with bolts shall match the existing rivet or bolt size & pattern unless shown otherwise. 1 Y2" = 1'-0" 2. The contact or blocked surface to existing component shall be cleaned and painted in accordance with the specification. 12 LO 3. All new steel components shall be galvanized after fabrication. Note: The Contractor shall verify all controlling field dimensions 4. Section A -A shown for Abut 1, Abut 5 Details similar before ordering or fabricating any material. except Seat extender details. BY CHECKED v • Wu BRIDGE N0. a DESIGN A. Sa I a m a X PUBLIC WORKS DEPARTMENT Wei Te Koo 50C-19 R A N C H E R I A ROAD BRIDGE BY CHECKED DESIGN OVERSIGHT DETAILS PROJECT ENGINEER N. Shu A. Wang POST MILE SIGN OFF DATE 0 QUANTITIES BY o. Jaradat CHECKED H. Haroun CITY OF BAKERSFIELD ABUTMENT DETAILS N 0. 3 r!- ORIGINAL SCALE IS IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF FOR REDUCED PLANS 01 2 3 EA EARLIER REVISION DATES - gg 915991 I I I I 1 1 4 7 Girder CJ � I I #6 c--4 N @ 12, max #6 Drill & bond dowel into 6" deep hole @ 12, typ 12' — 0"+ Girder See "Longitudinal Restrainer Bracket Details" on "Pier Details No. 2" sheet— It.•►•.tl I1 11 U I r1i a, Lf I I I I t I II t. .I I •• I �— T_ Longitudinal Restrainer, typ II _I_ I► 12 —0 ± PLAN 1/2 = 1 ' — 0" Remove & replace gusset EE, typ see "Detail 6" on IT- Roadway "Pier Details No. 2" sheet = T_ Bridge 2'— 0„+ 13I_01111± I 13' I Girder • • II I� • ' � SII II �� I • • I !� 2 8 0 I I 111 T 1'1 21 - - - LII ]I' I I -- II _ I - o T- Pier - I I Sh I 'll I t�l o L ' I II II II **::Il III 1'-0" CD `1) I' 3'-0" (tot 2 ea face) See "Longitudinal Restrainer Bracket Details" on "Pier Details No. 2" sheet Remove & replace Gusset plate typ, see "Detail 5" on "Pier Details No. 2" sheet 1 2'-0»± I DIST COUNTY ROUTE POST MILES SHEET TOTAL Existing End diaphragm (L Pier TOTAL PROJECT NO. SHEETS bottom chord6 6» #6 Drill & bond dowel 6 KERN g 44,_ 0 o 11- into 6" deep hole #6 N N @ 12#5 (—j C✓� O P�,°F EssloNq� REGISTERED CIVIL ENGINEER AZI #4 0 0 DANIELS. WEDDELrnL #6 I I tot 2 No. 59834 Q0 I yr N N PLANS APPROVAL DATE * Exp. 12-31-03 —t— _ -- -' -" - W. KOO & ASSOCIATES, Inc. ��qTF c I v I i #4 (�7 @ 12 600 THE CITY PARKWAY WEST, SUITE 31"0 �� CP�� 4 ORANGE CA 92868 I , 0I i 2" clr » Existing sole plate 1qap 2 , t u -- T -T-1T- yP LA_ I t t #5 @ 12 » -- 1� . t I t Y2 1,_0„ T P _ _� L6x6x%2 For information not shown, SECTION B-13 see "Section E—E" �y> %y 5%8"Ox0'-8" stud @ 121. 1/2 = 1P-01) staggered, typ 12x2 Leveling sole plate DETAIL 3 (L Pier similar to detail shown No Scale Fill void between on "Section A—A" on brgs with grout "Abutment Details No. 3" sheet (L Girder Longitudinal 11 Seat y extender, typ Restrainer V-0Rod, typ t 3„ 8„ i t l I I y► 0 II III #5ET �' I I I I _ Longitudinal Top of existing %2" Polystyrene, typ i-•- i j - �? �— restrainer Cap beam ' 3 13/8"0 HS rod 3_ #8 2 rods per Girder #6 tot 3 DETAIL 4 top & bottom, typ' #5 @ 12 C t I No Scale T T 2" cIrNotes: -- - I -- - - - - 1. Contractor should verify the clearance -- -- -- -- -- -- -- _ _ _ _ _ _ _ _ Drill & bond dowel -- -- of restrainer rod &the sole, plate boats. ltal Existing utilities to be Exist rebar to remain #5 cont, typ 2. Contractor should notify t he �I li0 �o/olooo oOprotected in Place designer of any change in 1° 0110I SECTION C—C o_�t d I td th � e - Bumper angle, typ see "Detail 3" D, �� I �� _� 2,-0„ I ., N , t B1" GapTYP ( o A o ••� �•• E ••� �•• o #8 I (tot 2 ea face) t of o O O O O • • • • • • . • • • • .. • • • • . • 00 O O o- _ �, - - �' #5 tot 6 I I N #5 n tot 3 — See "Detail 4" A B I C I #5 @ 12 I I I I I 1 #5 tot 8 ELEVATION 1/2 = 1 ' — 0” Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DA. DESIGN BY A. Salama BY DETAILS N. Shu QUANTITIES BY 0. Jaradat CHECKED X. Wu CHECKED res ralner ro oca Ions an or In e 1/2 = 1 —0 design of the bracket plate size for approval, rior to manufacturin T_ Pier ` P 9• 3. For "Section D—D & E—E'% see "Pier Details No. 2" sheet. 1,_0„ 6» 1,_6„ 1„ Gap 2— #8E#5 tot 6 Typ #5 �1 tot 3 ,--- #5 tot 6 00 ; 61' #8 Drill & bond dowel �- 6i1 00 into 8" deep hole (tot 2) #5 ao Drill & bond dowel into 6" deep hole, typ #5 C typ t 1 t I #5 Drill & bond dowel �-- Existing rebar #5 tot 6„ to remain, typ 0 Into 8 deep hole VIEW A—A 1/2 = 1 —011 For information not shown, see "Section D—D” PUBLIC WORKS DEPARTMENT Wei Te Koo A. Wang CITY OF BAKERSFIELD PROJECT ENGINEER CHECKED H. Haroun ORIGINAL SCALE IS IN INCHES CU FOR REDUCED PLANS 0 1 2 3 EA BRIDGE NO. 50C-19 POST MILE to DISREGARD PRINTS BEARING EARLIER REVISION DATES — (2 rows tot (5) SECTION F— F /2" = 1 ' 1 — 0" RANCHERIA ROAD BRIDGE - PER DETAILS NO. 1 REVISION DATES PRELIMINARY STAGE ONLY SHEET OF 99 9/15/991 1 1 1 1 1 1- 1 1 5 7 r; r- M����` llm,, IIIIIIIIIIIIIINI ` P 9• 3. For "Section D—D & E—E'% see "Pier Details No. 2" sheet. 1,_0„ 6» 1,_6„ 1„ Gap 2— #8E#5 tot 6 Typ #5 �1 tot 3 ,--- #5 tot 6 00 ; 61' #8 Drill & bond dowel �- 6i1 00 into 8" deep hole (tot 2) #5 ao Drill & bond dowel into 6" deep hole, typ #5 C typ t 1 t I #5 Drill & bond dowel �-- Existing rebar #5 tot 6„ to remain, typ 0 Into 8 deep hole VIEW A—A 1/2 = 1 —011 For information not shown, see "Section D—D” PUBLIC WORKS DEPARTMENT Wei Te Koo A. Wang CITY OF BAKERSFIELD PROJECT ENGINEER CHECKED H. Haroun ORIGINAL SCALE IS IN INCHES CU FOR REDUCED PLANS 0 1 2 3 EA BRIDGE NO. 50C-19 POST MILE to DISREGARD PRINTS BEARING EARLIER REVISION DATES — (2 rows tot (5) SECTION F— F /2" = 1 ' 1 — 0" RANCHERIA ROAD BRIDGE - PER DETAILS NO. 1 REVISION DATES PRELIMINARY STAGE ONLY SHEET OF 99 9/15/991 1 1 1 1 1 1- 1 1 5 7 r; r- 1 y2„±, typ I )K )K )K )K )K ---L--------- DETAIL 5 1 " = 1'-0" I;_ Pier Existing diagonal bracing Remove existing Tg'O± I rivets &replace with I I new %g"0 HS bolts (A325) ;; 1 with nuts & washers I Existing Diagonal L4x4xy4± Existing bottom to remain, typ chord to remain Remove existing gusset P_ & L4x4xy4± replace with y2" Gusset f11, bolt pattern to match exist hole pattern Existing L4x4xy4± ff to remain & L4x4xy4 of Remove existing %g"0± rivets & re laced with new Gusset lZ ix4xy4 %8"0 HS bolts (A325) with Note: nuts &washers Section shown @Pier, Abut similar except only one side diaphragm. SECTION D—D Remove existing gusset F11 (L Girder & replace with y2" bolt pattern to match existing hole pattern I 212"± I +I x I N T- x I I )( )KXXJ— 11" DETAIL 6 1 " = 1'-0" 2„ = 1'-0" Remove exist 7g"0± rivets and replace with TWO 3222) 1'-0" 322" HS bolt (A325) with nuts & washers, typ 1 , t YP y2", typ 4 122 min T_ Restrainer Rod Typ Girder bottom fig- -- —----------- -- I (L Girder ------------=— Existing L6x6xy2± (L Restrainer Rod A _ _ _ _ _ _ _ _ _ _ A ff- 1 y2X19X2'-0 v v lT_ 2X5y2X0'-6"--PLAN (Cope to clear existing rivet head where required I L�_M__L -- L4x4xy4± Existing bottom chord to remain I —T —� I I 1 1 1 1 I I I I 1 1 I I I I Note: Section shown @ Pier, SECTION E—E Abut similar _except only 2" = 1'-0" one side diaphragm. Total 1" oar) @ one end only 2" min T_ Restrainer Rod--. SECTION A— A 3y2x3y2xy4 washer ,--- HS Steel Rod (A722) iffener fE, rainer Rod GENERAL NOTES LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS (1992 AASHTO with Interims and Revisions by CALTRANS) SEISMIC ARS curve for Earthquake magnitude of 6.50±. 0.25, LOADING: Figure R3-7 of ATC -32 (Soil Profile Type D) Acceleration = 0.40g EXISTING EXISTING REINFORCED NEW (SPEC) (Assumed for Retrofit) CONCRETE: fy = 60,000 psi f y = 40,000 psi f y = 44,000 psi f'c = 4,000 psi f'c = 4,000 psi f'c = 4,400 psi STRUCTURAL STEEL: NEW EXISTING ASTM A572 fy = 50,000 psi ASTM A36 fy = 36,000 psi MISCELLANEOUS METAL: NEW ASTM A36 fy = 36,000 psi HS BOLT: NEW ASTM A325 HS STEEL RODS: ASTM A722 fy = 120,000 psi THREADED RODS: ASTM A307 Legend: )1( Denotes to remove existing %8"0 rivet and replace with 78"0 HS bolt (countersink where occurs) ;> Denotes existing rivet or bolt to remain of Denotes near face ff Denotes for face DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS . '1- Brg IT- Pier (L Brg LONGITUDINAL RESTRAINER Existing rivet pattern shown for reference only, BRACKET DETAILS the Contractor shall field verify & match 6 KERN 2" = 1'-0" 10 44 y2'' gusset R with 15/16"0 hole / QROFESS/0/v to match exist pattern before ordering or fabricating any material. I l I' DESIGN BY A. Salama CHECKED X Wu PUBLIC WORKS REGISTERED CIVIL ENGINEER cO DANIEL S. WEDDELL I I I II II I I II i n I (I I 7 �8O± rivets Remove existing" W No. 59834 Wei Te Koo 50C-19 i BY CHECKED DESIGN OVERSIGHT PROJECT ENGINEER i DETAILS & replace with %8"0 HS bolts (A325) With PLANS APPROVAL DATE # 12-31-03 , s POST MILE I BY CHECKED ICIVIL QUANTITIES 0. Jaradat t & htmatch itpatternExp. nus wasers o macexist s� �4 SIGN OFF DATE W. K00 &ASSOCIATES, Inc. --- -- --- t--- ( r ---t ---- CU -- -- REVISION DATES PRELIMINARY STAGE ONLY 600 THE CITY PARKWAY WEST, SUITE 310 4FGA0 1 1 L4x4x/4 ORANGE • CA 92868 1 1- 1 Remove exist 7g"0± rivets and replace with TWO 3222) 1'-0" 322" HS bolt (A325) with nuts & washers, typ 1 , t YP y2", typ 4 122 min T_ Restrainer Rod Typ Girder bottom fig- -- —----------- -- I (L Girder ------------=— Existing L6x6xy2± (L Restrainer Rod A _ _ _ _ _ _ _ _ _ _ A ff- 1 y2X19X2'-0 v v lT_ 2X5y2X0'-6"--PLAN (Cope to clear existing rivet head where required I L�_M__L -- L4x4xy4± Existing bottom chord to remain I —T —� I I 1 1 1 1 I I I I 1 1 I I I I Note: Section shown @ Pier, SECTION E—E Abut similar _except only 2" = 1'-0" one side diaphragm. Total 1" oar) @ one end only 2" min T_ Restrainer Rod--. SECTION A— A 3y2x3y2xy4 washer ,--- HS Steel Rod (A722) iffener fE, rainer Rod GENERAL NOTES LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS (1992 AASHTO with Interims and Revisions by CALTRANS) SEISMIC ARS curve for Earthquake magnitude of 6.50±. 0.25, LOADING: Figure R3-7 of ATC -32 (Soil Profile Type D) Acceleration = 0.40g EXISTING EXISTING REINFORCED NEW (SPEC) (Assumed for Retrofit) CONCRETE: fy = 60,000 psi f y = 40,000 psi f y = 44,000 psi f'c = 4,000 psi f'c = 4,000 psi f'c = 4,400 psi STRUCTURAL STEEL: NEW EXISTING ASTM A572 fy = 50,000 psi ASTM A36 fy = 36,000 psi MISCELLANEOUS METAL: NEW ASTM A36 fy = 36,000 psi HS BOLT: NEW ASTM A325 HS STEEL RODS: ASTM A722 fy = 120,000 psi THREADED RODS: ASTM A307 Legend: )1( Denotes to remove existing %8"0 rivet and replace with 78"0 HS bolt (countersink where occurs) ;> Denotes existing rivet or bolt to remain of Denotes near face ff Denotes for face Notes: 1. Plan shown looking up from bottom of Girder. LONGITUDINAL RESTRAINER Existing rivet pattern shown for reference only, BRACKET DETAILS the Contractor shall field verify & match the actual pattern. 2" = 1'-0" 2. All Longitudinal Restrainer Bracket Note: The Contractor shall verify all controlling field dimensions l- steel plate are A572 Grade 50. before ordering or fabricating any material. I I' DESIGN BY A. Salama CHECKED X Wu PUBLIC WORKS DEPARTMENT BRIDGE N0. RANCHERIA ROAD BRIDGE OL Wei Te Koo 50C-19 BY CHECKED DESIGN OVERSIGHT PROJECT ENGINEER Q DETAILS N. Shu A. Wang CITY OF BAKERSFIELD POST MILE PIER DETAILS NO. 2 BY CHECKED QUANTITIES 0. Jaradat H. Haroun SIGN OFF DATE D ORIGINAL SCALE IS IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF 9919/15/991 1 1 1 1 1 1- 1 6 7 _ FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES 4 y •V IV Fj ____ A 79 - .:LASS IF4&TsrON CIF MATERIAL IgE ? G�'1 STJ►NQARf3 GR� StZE L[1,�TT5 �.£GEI�R! O# �QFi��+G CiPER/tt1t3NS LIGE—NO OFEA MEL81►LS_ h_$W( IONS_ 'O lST+Malt! iM +L+t S+it 7Re/yTP4r arslD �-/ 1•i.wn �Yw�:r;-PI.u3 CASIP,4 Darous jry r a—zL�v.91", .'l�:T CLK-Si L is�bq,S l�t7AT>pltgi GRDiiha A� T><!T 1.Ot.L P.0 .� ` +!. pt TE A1r•M►TyDrr co C..433 P -uu. • +, + � •- - A ao I sAwpat• •o01W.c JET 0001ewG SA+a— S ptAs 0"%. k:.r►C ts.•r-0 sp! +94.001 •a F%101 tsct �osc ASo+�fi 70lip ; i.�x:.+.ctk_rm�.rf�rrww,ACus++r+urn w A*TAwt r.S.. mt►a.uc �tii 5•w.c rAwc+s %"- Snt•-y. S+v�s�+4 X53 f* etJ • +t �t ' s_LAli �tAMCEp7JCi►.X'.�ritli�tSLUT • i ,;•f ��� owesO fart t' t T r `}T I�C�t4 SAUPLUt 61twIft i;i A-l�7Q *wenclaw—C Sr-�tt�SP+ td f�lpetftie�f AS +r. V64"11 0-20 o �SA•o• C:As xur s+►w as. - *q • "s *-go C t Do*" 571 Sawa- S. S '• d+rOuLD FiDC+t j:ar,c..cre:#-3R c•�!iZ, �'S F •ar :Aarirs,.•iEa ••o a.Tt ' SAw� 3e+,T 0- -is is-** 1:G a • j( ` �,wsetrsc.sAwa' a0a�-40 • so -co Chic • t•a ►r.+wra.71, w>►••cV 16,T' . as a -As o-zS z,Mptk&raCrttt% mwtw ••E CLA LT Sako yT,. S ocs+�.x.s Te•tIN --CS Rvtw-R , 3! -do SO•iC rr , � soil 1rn+0 SAPrD► stj t•tTr+oD W O:v1ATa01r ♦11; fit` y 4 .s+raT C:,rwr ao� 7d Cr�O 3.7-33 ..�.. • S+.Tt G�sT 3- 34 TCt-TD 30-54 ' S•+Ow4 As 71d tdrtfi MC -T. ,:.. • SArot StLz-3 SP Fiii. K+►ILR�AL i 3 -so s -a4 x0 -Was_, "&ND coawta or T+# ats- , LTi •p . ; �' 400 # .6 .' — ! ,��*�,� aR.-.=Pt *.%-,w.- ncTPrt sansei_ wei�lt CLAicr Sus —C St �tlr0 SILT P•tm1twtA"S 00 Ties soot Toot. CNANGti Wtftc WOR s • it GiA►ti a awLsun 7i1 A00Qw #8LC ^wowmrs Te -E TfPor Zowtu' wwr Be AWL* To T+t CLASS �:AP,1[f r -'_-'•"P 0UQ*W_.T1dZ 20404 *MAT6ft wasm s i rrs,' :ara s+•*_aC,,Y+K T=PaPs'C4+ss►, w»- u.'Aw'S..s"w••c,s +.sco Ta aLs.:••st GaA%tL, SAM mss+ 6-=?*" A6jcL4 w�• w.c sswsocS AMC s•wws A+� .T iyt SoT C"A.-SG iK.T .' rtli so Ssa+.eAPP�-Cro•Afn SPzi •:.rAN:L Miff d t+•AP". Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. To•t C %vaAciaws *irnpr'f a &&&c LO'TQ $[C' an ?TAAi7Ct t CL) iW Tnt S't►>t qWW SOWNWATiKS ^00 70 Tort. 5KCDi. "11WWW4 ACC=F*A 1P% 7"A SCT at ftAL$. tLamoxa Oq Ot %ADTw uanaza- As vow* an a jww n. Wass'' Uft" StUx .004wil N M�4 w Pair 70 Dir C k%Taww� sCL 41w%y, w=A1 x, a A+tAL.TSM aRwGe Am= KzRAr Rms 0A1 MANOMEAVIA ROAD — LJOG OF T ES • 80G5 ..rte+►- sa DIST • 8 �I POST MILES TOTAL PROJECT - SHEET NO. t8�►f. �!!-- ¢ ar riec4 -► $e../doss, aar�e�/ t e C�rs:Jb be�.blEr�• - aisavl• raebfas War • � G�++�ri� caa6�4s�+�a.r.ya...d.isp:an.� � Wu PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD 11 »�� e.�.>spAcf� OSa RANCHERIA ROAD BRIDGE LOG OF TEST BORINGS DETAILS Eleac s.Lt: SY CHECKED A. Wang DESIGN OVERSIGHT � REGISTERED CIVIL ENGINEER CHECKED H. Haroun SIGN OFF DATE ORIGINAL SCALE IS IN FOR REDUCED PLANS DANIEL S. WEDDELL PRINTS BEARING EARLIER REVISION DATES - No. 59834 .cha.o ;,rl f'�►j Exp. 12-31-03., s W. KOO & ASSOCIATES, Inc., s�TF C I V I L !� 11 �.�y-�.� .�/�y s�.,.rr ' OF CAL�� ORANGE It CA 92868 AW&- 04 As q a «,-mwv► Alok aim to r,,-." i ! � Abp. Afewj P tdQ ! Aisa►�Per �rrf� r �Q''J�"1•K t3l� _ .:LASS IF4&TsrON CIF MATERIAL IgE ? G�'1 STJ►NQARf3 GR� StZE L[1,�TT5 �.£GEI�R! O# �QFi��+G CiPER/tt1t3NS LIGE—NO OFEA MEL81►LS_ h_$W( IONS_ 'O lST+Malt! iM +L+t S+it 7Re/yTP4r arslD �-/ 1•i.wn �Yw�:r;-PI.u3 CASIP,4 Darous jry r a—zL�v.91", .'l�:T CLK-Si L is�bq,S l�t7AT>pltgi GRDiiha A� T><!T 1.Ot.L P.0 .� ` +!. pt TE A1r•M►TyDrr co C..433 P -uu. • +, + � •- - A ao I sAwpat• •o01W.c JET 0001ewG SA+a— S ptAs 0"%. k:.r►C ts.•r-0 sp! +94.001 •a F%101 tsct �osc ASo+�fi 70lip ; i.�x:.+.ctk_rm�.rf�rrww,ACus++r+urn w A*TAwt r.S.. mt►a.uc �tii 5•w.c rAwc+s %"- Snt•-y. S+v�s�+4 X53 f* etJ • +t �t ' s_LAli �tAMCEp7JCi►.X'.�ritli�tSLUT • i ,;•f ��� owesO fart t' t T r `}T I�C�t4 SAUPLUt 61twIft i;i A-l�7Q *wenclaw—C Sr-�tt�SP+ td f�lpetftie�f AS +r. V64"11 0-20 o �SA•o• C:As xur s+►w as. - *q • "s *-go C t Do*" 571 Sawa- S. S '• d+rOuLD FiDC+t j:ar,c..cre:#-3R c•�!iZ, �'S F •ar :Aarirs,.•iEa ••o a.Tt ' SAw� 3e+,T 0- -is is-** 1:G a • j( ` �,wsetrsc.sAwa' a0a�-40 • so -co Chic • t•a ►r.+wra.71, w>►••cV 16,T' . as a -As o-zS z,Mptk&raCrttt% mwtw ••E CLA LT Sako yT,. S ocs+�.x.s Te•tIN --CS Rvtw-R , 3! -do SO•iC rr , � soil 1rn+0 SAPrD► stj t•tTr+oD W O:v1ATa01r ♦11; fit` y 4 .s+raT C:,rwr ao� 7d Cr�O 3.7-33 ..�.. • S+.Tt G�sT 3- 34 TCt-TD 30-54 ' S•+Ow4 As 71d tdrtfi MC -T. ,:.. • SArot StLz-3 SP Fiii. K+►ILR�AL i 3 -so s -a4 x0 -Was_, "&ND coawta or T+# ats- , LTi •p . ; �' 400 # .6 .' — ! ,��*�,� aR.-.=Pt *.%-,w.- ncTPrt sansei_ wei�lt CLAicr Sus —C St �tlr0 SILT P•tm1twtA"S 00 Ties soot Toot. CNANGti Wtftc WOR s • it GiA►ti a awLsun 7i1 A00Qw #8LC ^wowmrs Te -E TfPor Zowtu' wwr Be AWL* To T+t CLASS �:AP,1[f r -'_-'•"P 0UQ*W_.T1dZ 20404 *MAT6ft wasm s i rrs,' :ara s+•*_aC,,Y+K T=PaPs'C4+ss►, w»- u.'Aw'S..s"w••c,s +.sco Ta aLs.:••st GaA%tL, SAM mss+ 6-=?*" A6jcL4 w�• w.c sswsocS AMC s•wws A+� .T iyt SoT C"A.-SG iK.T .' rtli so Ssa+.eAPP�-Cro•Afn SPzi •:.rAN:L Miff d t+•AP". Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. To•t C %vaAciaws *irnpr'f a &&&c LO'TQ $[C' an ?TAAi7Ct t CL) iW Tnt S't►>t qWW SOWNWATiKS ^00 70 Tort. 5KCDi. "11WWW4 ACC=F*A 1P% 7"A SCT at ftAL$. tLamoxa Oq Ot %ADTw uanaza- As vow* an a jww n. Wass'' Uft" StUx .004wil N M�4 w Pair 70 Dir C k%Taww� sCL 41w%y, w=A1 x, a A+tAL.TSM aRwGe Am= KzRAr Rms 0A1 MANOMEAVIA ROAD — LJOG OF T ES • 80G5 ..rte+►- sa DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS, 6 KERN CHECKED X. Wu PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD 11 44 RANCHERIA ROAD BRIDGE LOG OF TEST BORINGS DETAILS QRpFESS/ ONq� CHECKED A. Wang DESIGN OVERSIGHT � REGISTERED CIVIL ENGINEER CHECKED H. Haroun SIGN OFF DATE ORIGINAL SCALE IS IN FOR REDUCED PLANS DANIEL S. WEDDELL PRINTS BEARING EARLIER REVISION DATES - No. 59834 PLANS APPROVAL DATE Exp. 12-31-03., s W. KOO & ASSOCIATES, Inc., s�TF C I V I L 600 THE CITY PARKWAY WEST, SUITE 310 OF CAL�� ORANGE It CA 92868 7 m DESIGN BY A. Salama CHECKED X. Wu PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD Wei Te Koo PROJECT ENGINEER 1EA BRIDGE "°. 50C-19 POST MILE AS -BUILT RANCHERIA ROAD BRIDGE LOG OF TEST BORINGS DETAILS BY N. Shu CHECKED A. Wang DESIGN OVERSIGHT QUANTITIES BY 0. Jaradat CHECKED H. Haroun SIGN OFF DATE ORIGINAL SCALE IS IN FOR REDUCED PLANS INCHES 0 1 2 3 CIL!DISREGARD PRINTS BEARING EARLIER REVISION DATES - REVISION DATES PRELIMINARY STAGE ONLY SHEET OF Ja!99 9 15 99 7 1 7 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS, 6 KERN 12 44 616'-0"± Measured along Existing Northbound Bridge POF ESS 1 ONgI BB 11+, 11�111+ ' 1+ _011,: 1 11+ 1_01 331_p+ EB � 1_p1�1_p50_0_ 50_0 50 50-0 - 50- - REGISRED CIVIL ENGINEER _011.5050-p-5033_p5050_0 F W Perry Schacht C41095 �. No. �. 2 PLANS APPROVAL DATE Exp 3-31-03 O1 1 0 1 1 0 0 0 '�,� CIVIL O O O TYLIN INTERNATIONAL/McDANIELF CAL =_ =_!1=___ _-_� _ =1_ �L=_= _============_ -------- _ ===�_1k_-_ _ -1L =� --=-- - _ T-------------------------------------------------------------- ----------------------------------------------------------- EE_ - --------------------------------------------------------- ------------------------------------------- 5030 C AM I N O D E L 1 SIESTA SUITE 204 __I1 11 - II 11 II II it II - II / SAN DIEGO, CA 92108 (619) 692 1920 4 �t O II II /1 it ii !! !! 4 11 I; ;, „ A rox OG ;; ;; --_ ;; O ;; ;� pp --_ ___- _ it —A F O & ASSOCIATES Abut 1 " " " " Abut 14�� 4 „ �� �� ;; u u iu(� u ;; u E CITY PARKWAY WEST SUITE 310 ;u ° ° , CA. 92868 0 0 Datum e lev 385.00P ier 2 Pier 3 Pier 4 P ier 5 P ier 6 P ier 7 P ier 8 P ier 9 Pier 10 Pier 11 P ier 12 P ier 13 56+00 57+00 58+00 59+00 60+00 61+00 62+00 BB 56+09.59± ELEVATION EB 62+25.59+ E lev 430.00- E lev 430.00± 1" = 30' +1 ' ' <+1 1 o o1 o I I o 0 --------- I ! i I -. +1 _------�-� --- -6 � -------------�---- --- --- •------• - - - � --i --------------------- ---_- `-- —J --`— - -� ----------------------- --------- -- -- -- ---------- { ---------------- -----W Existin Southbound Bridge I - - - 1 - - - - - - ' --}-- - - - - - �--'' --I-- - - -I - - - -�-- }- - - --I--- - - --�-- { - - --- --� -- - ---I---}-- - ---�- - - - , —F-- N 36 ° 2 2' 30 " W ± I—, —�- ! t + '60+00 61+00 62 00 , To Bakersfield 56+00; ' 57+00 ; 58+00 59+00 ! - _-------------- Center- I _ --_----------------------==Y=--=—:_-----------��-_�= r a_______—�_-----------._I ------------------------ ---- -v-_-�'- �--�-_ _•_-�--'r-�'__•--'�_--�iF ,_--�--�---v-_'+'--�--'�--�--�-_�--�--ro'--�-_� , 'r- r- r -v --r--• -�-v---�---r'--'r--T--v-_-� - I ' �-� - - - - - - - - - - - ---------------------------------- - -- -- - - =W �,� i . .� . - -----------r--------------------- ----------------------- i ( I ExistingNorthbound Bridge _ _ i _ - ' - - - - - - - - - - - g- -I-- - - - - - - --I-- - - - - --;—�—}-- - - -I - - - -—�+ --I-- --�— + p i I61+00 ,62+00 To Oildaie N36°22'30"Vt/± +1 + 157+00 1 ; 158+00 1 159 00 60 0 1 _----- _ 5 6 0 0 ,, ,------------------------------------------------------------------ - -------------- ------------------------------------------ ---- - 1 I I 4� N +1 I ' o I I ( O EB 62+25.59- %� Elev 430.00± BB 56+09.59± < Elev 430.00± �� LEGEND: INDEX TO BRIDGE ;PLANS PLAN ------------- Indicates existing structure SHEET NO. TITLE 1" = 30' 46'-0"± _I Existing Southbound Bridge �' 231_011+ 23'-0"+ 34'-2"+ Exist Cast -In -Place Reinforced Concrete T -Girder, Typ NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. - BY DESIGN Steve Drahota BY DESIGN OVERSIGHT DETAILS Oscar C o l c o l BY SIGNOFF DATE QUANTITIES Eric F r a s h e r h: .... - :�r1.7ilrL:l�i .... • �:[� . �rL:�1�Yll ...�:CT_." 41-511+ 141_011.} _�_ 141 _011± I Flev 430.00± i� —2/+ a - r-------� r- -?"r -i L__J I Approx OG 3' -61 I I I L----------------------------------------------I 11 II II II II 11 II 11 II II II II II 11 II 11 II II II II II � Ex l.cll LGI 1 11` 341-211+ 1-911+ (11_911+141-011+ 141_011+ 2'-0"± Profile Grade E lev 430.00± jg ± I —2/_ 1 I I L__1 L__JL_J 79 isting Northbound Bridge I ' _ I --------------------------------------------- 41 -511.E 0 3'-6"± o APPROXIMATE QUANTITIES." 60'' CAST -IN -DRILLED HOLE CONCRETE PILING 1485. LF FINAL PAY QUANTITIES II II II 11 11 11 II STRUCTURE EXCAVATION (TYPE D) 38. CY 11 II II II II II II STRUCTURAL CONCRETE (BRIDGE) 677. C 11 II II II II II 11 DIAPHRAGM BOLSTER 6. EA LL Lt Li LL LL Ll Ll CORE CONCRETE (9") 15. LF TYPICAL SECTION 1" = 10' CHECKED Indicates new construction 1 GENERAL PLAN HS20-44 AND ALTERNATIVE 2 STRUCTURE PLAN DESIGN Indicates direction of traffic 3 FOUNDATION PLAN CHECKED Ton Sanchez 4 PIER RETROFIT LAYOUT O Pier Cap Retrofit 5 PIER RETROFIT DETAILS - 1 Chong SPECIFICATIONS 6 PIER RETROFIT DETAILS - 2 PLANS AND SPECS COMPARED James Ori e Hinge Retrofit with Pipe Seat Extender 7 HINGE RETROFIT SB/NB PROJECT ENGINEER ANEOUS DETAILS 03 �' Install 60 dIa CIDH Piles 9 AS -BUILT LOG OF TEST BORINGS STAGE ONLY) SHEET OF 10 LOG OF TEST - BORINGS 04 Construct 48" dia Column 10 0 APPROXIMATE QUANTITIES." 60'' CAST -IN -DRILLED HOLE CONCRETE PILING 1485. LF FINAL PAY QUANTITIES II II II 11 11 11 II STRUCTURE EXCAVATION (TYPE D) 38. CY 11 II II II II II II STRUCTURAL CONCRETE (BRIDGE) 677. C 11 II II II II II 11 DIAPHRAGM BOLSTER 6. EA LL Lt Li LL LL Ll Ll CORE CONCRETE (9") 15. LF TYPICAL SECTION 1" = 10' CHECKED LOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE Tony Sanchez DESIGN LB AND PERMIT DESIGN LOAD CHECKED Ton Sanchez LAYOUT BY Oscar Colcol Notes" and "Index CHECKED Bob Price RETROFIT CHECKED Yon Chong SPECIFICATIONS James O r i e - PLANS AND SPECS COMPARED James Ori e Perry Schacht150C-21L/RMANOR Pe y BRIDGE No. STREET BRIDGE OVER " KERN =RIVER SB/NB PROJECT ENGINEER POST MILE GENERAL PLANCALIFORNIA CU ORIGINAL SCALE IN INCHES STAGE ONLY) SHEET OF 1 2 3 EA FOR REDUCED PLANS ate: 31 JUL 101 Time 12:02:12 OMc t DRILL AND BOND DOWEL 1,928. LF BAR REINFORCING STEEL (BRIDGE) 50.5,962. LB MISCELLANEOUS METAL, RESTRAINER TYP 3,458 LB For "General Notes" and "Index To Standard Plans" KERN COUNTY BRIDGE RETROFIT see "Foundation Plan'' sheet. - - CITY OF BAKERSFIELD Perry Schacht150C-21L/RMANOR Pe y BRIDGE No. STREET BRIDGE OVER " KERN =RIVER SB/NB PROJECT ENGINEER POST MILE GENERAL PLANCALIFORNIA CU DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 1 2 3 EA EARLIER REVISION DATES 10 0 t t 56+10.17± T- +1 +1 +1 +1 +I +1 +1 +I +1 0 0 0 0 0 0 0 0 o c E r--') C14ro ro ►� d- ro Lo n c0 ro n 00 ro r {� r � � � � � S� CL o a o •— o 0 0 0 0 < roIn o r C_4J ' (I) (3-I ' (n (.4 ' 0 (.3j ' (n (.-)--I ' (.6 C3� ' (n (n C i (n c I i c I I I I I I 1 1 1 I I1 1 1 l0 1 0 0 0 � I �I I ! a'a To Bakersfield -- — — — — — '1 —�-- 56+10.17± 1 ____ __ 11 11 —� 11 II11 11 11 11 11 11 II11 1t — — — — — 11 IF it----- _ _ ir-- � ir---------- �r------�r----- �r----- 11 11 11 11 11 II — 11 tl 11 _ 11 _ 11 11 11 _ tl _► — I, _ _ _ --{-- _ _ -- I---- - _ -----�r--- -^--ir---- �r--- -ir -ir _— u „ -- ,1 n ii n n at It u ' �I----- _ ----'----_----��---- — ---- ' ---_---------- -------- �L------------------�I---= ---------------��--------- ------=--J�------ _ -- _-----_---��------_ -- _ - _ �F-- - ---- -- ---�r--------------'---_-----_ - -- --- - fir---------- - _ - _ fir-_ --^ _ -- 1 - �----_- _ --�L--------- _ - yr----_ ---- �_---—�- 11 — — �� � It 11 11 ----_--- --- - -----=---;,-�_---- ---_ __ _�� _-------_ _�--,_'=;r---=- 11 �, �tl==---,r-------_ Vii:_= -----=---,r 11 ------_- r = 11 11 11 11 tl _I I - - __- - JLY_ - I _ _ I i i i 0 i 0 i i i i o f PLAN 1" = 30' PILE DATA - CIDH CONCRETE PILES DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 KERN 13 44 C VROFESS I O'V l REGIS RED CIVIL ENGINEER Perry Schacht z a No C41095 PLANS APPROVAL DATE 3-31-03 ExP AL r-rT �P TYLIN INTERNATION/McDANIEL L �` of CIVIL 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 d - +I +1 +1 r " +1 0 0 ` o a) o ro N n E ro a) ro aD nro :3 ro 62+25.01± �nn �I� QIro P 11 _ 11 tl Exist Southbound Bridge 11 11 _ N36O 1 1 + 11 11 , It 11 Center Pile - I' --------- -- - -- - II 6I - -------------------- --------------------- u u , u u 1 1 1 1 I --��--------- _Jl------ ------------------------------- --- ----------- Exist Northbound Bridge -------------_ - ------�c--------- , --- _----�c--------- - ----- _ -- ' N 3 6 0 2 ' 3 0'' W + -- - - - To Oildale 2 _---- =�_-- tl -----� --�r�=---- _�--ir---'�--�-_ - -tea--- - 7. -_ I r tl Location Pile Type Design Loading Nominal Resistance Cut -Off Elevation Design Tip Elevation Specified Tip Elevation Compression Tension Pier 2 6011 N/A 0 0 410.00 360.00 (3), (4) 360.00 Piers 4, 13 6011 N/A 0 0 410.00 350.00 (3), (4) 350.00 Piers 5, 7, 8, 10, 11 1 6011 N/A 0 0 1 410.00 345.00 (3), (4) 345.00 Design tip elevations are controlled by the following demands: (1) Compression; (2) Tension; (3) Lateral Loads; (4) Liquifaction Potential exist from elevation 410 to 400 62+25.01± LEGEND: ------------- Indicates existing structure Indicates new construction Indicates direction of traffic �1 Pier Cap Retrofit 2O Hinge Retrofit with Pipe Seat Extender �3 Install 60'' dia CIDH Piles U4 Construct 48'' dia Column ® 1 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. KERN COUNTY BRIDGE RETROFIT DESIGN BY Steve Drahota CHECKED Tony Sanchez CITY OF BAKERSFIELD CkIFORNIA Perry Schacht BRIDGE No. MANOR STREET BRIDGE OVER KERN RIVER SB/NB 50C-21L/R DETAILS BY Oscar' C o (col CHECKED Tony Sanchez DESIGN OVERSIGHT PROZCT ENGINEER POST MILE STRUCTURE PLAN QUANTITIES "CHECKED I Eric Frasher Yon Chong SIGNOFF DATE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CU EA DISREGARD PRINTS BEARING EARLIER REVISION DATES —._- REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 3/ g 4 99 1 9 8/ 99/13/99 F2 10 I ename: o manor a al s sD. an Date: 31 JUL 101 Time:11:56:18 OMC I I ' �1— Column = q CIDH Pile 48'-5" T� (23'-011+ Column = CIDH Pile = Center Pile ,_ L48 5 ,, DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 KERN 15 44 ��j✓ti C QROFESSIpNq� 0 REGIS RED CIVIL ENGINEER Perry Schacht No. C41095 � PLANS APPROVAL DATE 3-31-03 &' Ex TYLIN INTERNATIONAL/McDANIEL ")F o CIVIL F Cpt 5030 CAMINO DE LA SIESTA SUITE 204, SAN DIEGO, CA 92108 (619) 692-1920 J P i e r s 2, 4, 5, 7, 8, 10, 11, & 13 (---� Column = (� CIDH Pile u LEGEND: PLAN ------------- Indicates existing structure' Indicates new construction o Details Symmetrical about Center Pile •�- Existing Southbound Bride 0000.00 Indicates bottom of pier cap bolster elevation (D g g Exist Northbound Bridge 4.1 X a� I ' ( CORED AND DRILLED HOLES: X #6 cored dowels, typ I Location of cored and drilled holes shown CO > L - > J K ( I on the plans are approximate. Prior to placing ��+ ,T,� r -T` ��+ fir-; holes in concrete, the Contractor shall locate +E kE file Grade 2 0 - ! I , ,� 2 0 - Profile Grade 1 '! all reinforcing steel and adjust the location of #6 I •�- I430.00± ' ! ! ' EI 430.00± _ ! s the holes to clear all reinforcingbars (exce t I �1 ; ; -2/± r -----I I____ ' {----- I I I - 2 ""-_------ d) Final h o llocations a r s u t t ' ' _________________________________1_______________________---_____________-_____ � 'e c as note F al e sub o �- ----� -------------------- ------------------�---------i «,-------------� ,------- the approval of the Engineer. #6 I --------I ! ! I- ------- I ' P 11 I I +1 ! ' - I CU ' ! ! , 'C G IS IE IS e ei , i I , #5 tot 5 --------- i– - l K ------- 42 1.20- ea end ------------------------- -------------- -------------------— '!,II 421 .20± 19 spa @ 18" 28'_6" 2'_61/2'1 '-03lop pier wall, typ 421.20- 20 spa @ 18 30'-011 1 9/2 N N Stirrup s pacing unlesstyp @g @g #6 otherwise shown@g @g J ----------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------i ------------ ------------- -1------------T-1------------1--1 ------------ �—T----------- — �--- I 11 I I 11 I I I I I I I I I I I I I I 11 I I I I I I 11 I I 11 I I I I I I I I I I I I I I 11 I I 11 I I 11 11 11 I I I I I I I I 11 I I I I 11 I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I { 1 I I I I 11 11 11 11 I I I I I I 1 1 I I I I I I I I I I I I I I t 1 11 11 I I I I I i 1 I 1 1 I I I I 1 1 I I 1 1 1 1 I I 11 1 1 I I I I I I I I I I I I I I 1 1 I I 1 1 1 1 I 11 1 1 1 1 I I I I I I I I I I I I 1 1 I I I I II I I I I I 11 I I I I I I I I I I 1 1 1 1 �i �i �i :moi U✓C,i Exist steel piles HP 7x42, typ Exist 12" steel shell filled with (Southbound only) class A concrete, typ (Northbound only) L Notes NOTE ELEVATION 1• For "Sections L -L, M -M, N -N, & 0-0", see "Pier Retrofit Details -1" sheet The Contractor shall verify all controlling field dimensions before 1/4' - 1'-0" 2. For "Sections 1-1, J -J & K -K", see "Pier Retrofit Details -2" sheet ordering or fabricating any material. KERN COUNTY BRIDGE RETROFIT DESIGN BY CHECKED BRIDGE No. Steve Drahota Ton Sanchez Perry Schacht BY CHECKED CITY OF BAKERSFIELD 50C'21L/MANOR STREET BRIDGE OVER KERN RIVER SB/NB= /'� DESIGN OVERSIGHT DETAILS Oscar C o I c o l Ton Sanchez PROJECT ENGINEER POST MILE QUANTITIES BY ' CHECKED CALIFORNIA PIER RETROFIT LAYOUT. SIGNOFF DATE Eric Frasher Yon Chong ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 EA, EARLIER REVISION DATES -- 3/ _ 99.4/_ 99.7/_ 99 8/ _9 .9/13/99 4 10 1 ename: p manor e tol s an rate: 31 JUL 101 Time:11:56:46 OMC 11'� i' -2 Exist Southbound Bridge Exist Northbound Bridge ' if I I� 1 I � � 1 �' I � I � I � ► � I ► 1 I � � I 1 I! � 1 I I 1 I 11, it ;► I I I� I' II ► 1 , -----1 Ld --�- J — —------------------ — — — — ---- _-'�! , �- � ` -L-- l _ _ --- _----- _-- , - — - — - — - — -- - -�- -�_� - - - - - - ----�- - - -T. -�- - - - - - - - ------------------ -�- - - - --j—�- I 1 1 I I I I 1 I I I! I 1 1 1 I 1 1 ;III I 11 1 I I I I► II 1 I I I I ;I I I ! 1 ,! 1 1 ! I ( 4-711 �1— Column = q CIDH Pile 48'-5" T� (23'-011+ Column = CIDH Pile = Center Pile ,_ L48 5 ,, DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 KERN 15 44 ��j✓ti C QROFESSIpNq� 0 REGIS RED CIVIL ENGINEER Perry Schacht No. C41095 � PLANS APPROVAL DATE 3-31-03 &' Ex TYLIN INTERNATIONAL/McDANIEL ")F o CIVIL F Cpt 5030 CAMINO DE LA SIESTA SUITE 204, SAN DIEGO, CA 92108 (619) 692-1920 J P i e r s 2, 4, 5, 7, 8, 10, 11, & 13 (---� Column = (� CIDH Pile u LEGEND: PLAN ------------- Indicates existing structure' Indicates new construction o Details Symmetrical about Center Pile •�- Existing Southbound Bride 0000.00 Indicates bottom of pier cap bolster elevation (D g g Exist Northbound Bridge 4.1 X a� I ' ( CORED AND DRILLED HOLES: X #6 cored dowels, typ I Location of cored and drilled holes shown CO > L - > J K ( I on the plans are approximate. Prior to placing ��+ ,T,� r -T` ��+ fir-; holes in concrete, the Contractor shall locate +E kE file Grade 2 0 - ! I , ,� 2 0 - Profile Grade 1 '! all reinforcing steel and adjust the location of #6 I •�- I430.00± ' ! ! ' EI 430.00± _ ! s the holes to clear all reinforcingbars (exce t I �1 ; ; -2/± r -----I I____ ' {----- I I I - 2 ""-_------ d) Final h o llocations a r s u t t ' ' _________________________________1_______________________---_____________-_____ � 'e c as note F al e sub o �- ----� -------------------- ------------------�---------i «,-------------� ,------- the approval of the Engineer. #6 I --------I ! ! I- ------- I ' P 11 I I +1 ! ' - I CU ' ! ! , 'C G IS IE IS e ei , i I , #5 tot 5 --------- i– - l K ------- 42 1.20- ea end ------------------------- -------------- -------------------— '!,II 421 .20± 19 spa @ 18" 28'_6" 2'_61/2'1 '-03lop pier wall, typ 421.20- 20 spa @ 18 30'-011 1 9/2 N N Stirrup s pacing unlesstyp @g @g #6 otherwise shown@g @g J ----------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------i ------------ ------------- -1------------T-1------------1--1 ------------ �—T----------- — �--- I 11 I I 11 I I I I I I I I I I I I I I 11 I I I I I I 11 I I 11 I I I I I I I I I I I I I I 11 I I 11 I I 11 11 11 I I I I I I I I 11 I I I I 11 I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I { 1 I I I I 11 11 11 11 I I I I I I 1 1 I I I I I I I I I I I I I I t 1 11 11 I I I I I i 1 I 1 1 I I I I 1 1 I I 1 1 1 1 I I 11 1 1 I I I I I I I I I I I I I I 1 1 I I 1 1 1 1 I 11 1 1 1 1 I I I I I I I I I I I I 1 1 I I I I II I I I I I 11 I I I I I I I I I I 1 1 1 1 �i �i �i :moi U✓C,i Exist steel piles HP 7x42, typ Exist 12" steel shell filled with (Southbound only) class A concrete, typ (Northbound only) L Notes NOTE ELEVATION 1• For "Sections L -L, M -M, N -N, & 0-0", see "Pier Retrofit Details -1" sheet The Contractor shall verify all controlling field dimensions before 1/4' - 1'-0" 2. For "Sections 1-1, J -J & K -K", see "Pier Retrofit Details -2" sheet ordering or fabricating any material. KERN COUNTY BRIDGE RETROFIT DESIGN BY CHECKED BRIDGE No. Steve Drahota Ton Sanchez Perry Schacht BY CHECKED CITY OF BAKERSFIELD 50C'21L/MANOR STREET BRIDGE OVER KERN RIVER SB/NB= /'� DESIGN OVERSIGHT DETAILS Oscar C o I c o l Ton Sanchez PROJECT ENGINEER POST MILE QUANTITIES BY ' CHECKED CALIFORNIA PIER RETROFIT LAYOUT. SIGNOFF DATE Eric Frasher Yon Chong ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 EA, EARLIER REVISION DATES -- 3/ _ 99.4/_ 99.7/_ 99 8/ _9 .9/13/99 4 10 1 ename: p manor e tol s an rate: 31 JUL 101 Time:11:56:46 OMC 11'� i' -2 #10 cont tot 6 Top Reinf U) 0 .Q 0 0- V) #10 tot F Bot N on a U .0 0 U a� E 0 Z SECTION L -L Pier Cut -Off Elevation see "Pile Data" on "Structure Plan" sheet 60" dia CIDH Pile 1" exp jt filler SECTION M -M I/211 _ 11-011 Start of pitch when weld is used to anchor spiral unit Pier 11-611. OD #5 spiral @ 4" #10 x 7'-2" tot 8 (4 bundles) Column Direction of weld Run off end of i71C �-- #4, #5, & #6 bar as shown11i/211 reinf only 12" min. lap length NOTE: Flare weld to be made in direction shown. WELDED LAP SPLICE AND ANCHOR I P ier SECTION N -N i/2 11 = 1 1-011 75;/. pen min 45° #11 cont tot 30 (15 bundles) main column reinf #6 spiral Column Direction of weld #6 spi Run off end of ��_/ bar as shown 41/2„ #4, #5, & #6 reinf only 5" lap bar 1. Butt weld to be made first. 2. Butt weld to be made in flat or horizontal position. 3. Lap bar to be centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal size to spiral bar. VEE GROOVE WELDED SPLICE DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 6 KERN �(,✓� QROF ESS 1 pNq< REGIS RED CIVIL ENGINEER Perry Schacht m No C41095 PLANS APPROVAL DATE Exp. 3-31-03 VIL TYLIN INTERNATIONAL/McDANIEL r"T$1 of I CAE�FO��`P 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 Pier #11 tot 30 (15 bundles) Shaf t -ispection Pipes, Tot,5 I space equally within CIDH Pile SECTION 0-0 (I/2 If c 1' - 0 1 1 . Some size, spacing & CJPi- material as spiral shown on plans Individual hoops, made continuous with 100% penetration welds, may be substituted for spirals. BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL NOTE: i/211 = 11-011 The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. TOTAL, -IFFY No. SHEETS" KERN COUNTY BRIDGE RETROFIT 16 44 DESIGN �(,✓� QROF ESS 1 pNq< REGIS RED CIVIL ENGINEER Perry Schacht m No C41095 PLANS APPROVAL DATE Exp. 3-31-03 VIL TYLIN INTERNATIONAL/McDANIEL r"T$1 of I CAE�FO��`P 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 Pier #11 tot 30 (15 bundles) Shaf t -ispection Pipes, Tot,5 I space equally within CIDH Pile SECTION 0-0 (I/2 If c 1' - 0 1 1 . Some size, spacing & CJPi- material as spiral shown on plans Individual hoops, made continuous with 100% penetration welds, may be substituted for spirals. BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL NOTE: i/211 = 11-011 The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. KERN COUNTY BRIDGE RETROFIT DESIGN BY Steve Drahota CHECKED Tony Sanchez CITY OF BAKERSFIELD CALIFORNIA Perry Schacht BRIDGE No. MANOR STREET BRIDGE OVER KERN RIVER SB/NB 50C-21L/R DETAILS BY Oscar Colcol CHECKED Tony Sanchez DESIGN OVERSIGHT PROJECT ENGINEER POST MILE PIER RETROFIT DETAILS - 1 QUANTITIES BY Eric Frasher CHECKED Yon Chong SIGNOFF DATE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CU EA DISREGARD PRINTS BEARING EARLIER REVISION DATES ,�- REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF W3/994 99 1/ 99 8/ 9 9/13/99 5 10 i ename• p:manor a ai s gn Date: 31 JUL 101 T ime: 12:03:03 OMC 5'-6" ' Pier u) #6 --��� dowels I ° into 11/4" dia holes, i f ield bend E +1 ---------------------- ------------- T-, ---------------------------- #6 alternate 1 I ( hook ; ( i #10 tot 3 location i ea side Top Reinf I I Q0 6 C--1 Tot 2 ea side 'as, 4-J211 clrtyp 11-211, SECTION J -J I/211 _ 11-011 Pier Exist top of deck ' +1 � I -------- ------------------------------------- ---------------- ---- - I -------------------------- --------- -------------------- Exist soffit slab i i Exist pier wall #10 tot 3 ea side TOD Reinf Exist CIP �t I T -girder soff it I d- r - cont 6 ea #6 alternate hook locati� #10 cont tot 6 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 KERN 17 44 C�'• 1%'',� ,ROFESS1oK� REGIS RED CIVIL ENGINEER y y 11 Perry Schacht * No. C41095 PLANS APPROVAL DATE P 3-31-03 Ex TYLIN INTERNATIONAL/McDANIEL �q�F CIVIL OF Cp10F 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 Pier cont tot 6 > Reinf #10 cont tot 6 #10 cont' �-- #10 cont tot 6 5-10" #6 �-1 Tot 3 tot 6 ea side I I #6 �� �? dowels Bot Reinf into 11/4" d is holes, #10 tot 3 ea side #10 tot 3 field bend ea side Bot Reinf Bot Reinf SECTION K -K CORED AND DRILLED HOLES: Location of cored and drilled holes shown on the plans are approximate. Prior to placing holes in concrete, the Contractor shall locate all reinforcing steel and adjust the location of the holes to clear all reinforcing bars (except as noted). Final hole locations are subject to the approval of the Engineer. I/211 _ 11-011 SECTION I -I I/211 _ 11 -011 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. KERN COUNTY BRIDGE RETROFIT DESIGN BY Steve Drahota CHECKED Ton Sanchez CITY OF BAKERSFIELD CALIFORNIA Perry Schacht BRIDGE No. MANOR STREET BRIDGE OVER KERN RIVER SB/NB 50C-21L/R DETAILS BY Oscar C o l c o l CHECKED Ton Sanchez DESIGN OVERSIGHT PROJECT ENGINEER POST MILE PIER RETROFIT DETAILS - 2 QUANTITIES BY Er , Ic F r asher CHECKED iYon q Chon SIGNOFF DATE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CU E A DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) EARLIER REVISION DATES — 3/ gg 4/ 99 7/ 99 $/ 9.9/13/99 SHEET OF 6 10 i ename: P:\770\767\manor7details\763043bd.don Date: 31 JUL 101 Time:12:10:03 OMc .) "' --7 z. a� In 0 0 Q- X W ( Existing Southbound Bridge 81_911 11_411 I 71_511 2'-10"± 2'-1011+ 21_1011+ 41_511+ ( 11-9w+ 21-1011± 2'-10"± 2'-1011± ; ,Ie, T —F - —I Pipe seat extender tot 3 per hinge r I 1 I I ! I I I I I I ! ( ! I ! I I I LO � I f ( I I I 1 I ( I ► I ! ! ---- ------ ------ ----- ---- I I 1 t t I St S I _ t o I r r r I r r I I r r I r r I r I I Exist Hinge i I LI I I•, I I 1 �� ,1 ,1 ti t I, I, 1, 11 t I, I, t 11 I, '� I, I, I, t -------------------- -------------------------- ----------------------------- ------------------a-------------------------------- ' ------------------------------ - - ------' - -- -------------------- ' -- j --I I r r r r r r 9 'i q � I 1- t I I� 11 II 11 II 1� �I II 11 11 II 11 II 11 '1 �I 'r II t i � d - 1i/211 exist exp joint filler t t t 9" d is cored -I =- I --I-= I =-I-= I -_ �_ h with i P , I _} _ __� _r _ 1 ! ! ole w t 8 d a I( xx-strong pipe ---� 3'-0" 3 I i 1 I t 1 I 1 I I 1 I I I I o I I I I I f I I- ! I I ! I I I I !! ! I I I t I I I I I I I I 1 ( Exist I 1 I I I I I I I I DIST. COUNTY 6 KERN ROUTE POST MILES TOTAL PROJECT - EET TOTAL No. SHEETS 18 44 QROFESSIO& REGIS RED CIVIL ENGINEER , Perry Schacht M . .� No. C41095 PLANS APPROVAL DATE Ex 3-31-03 TYLIN INTER NATIONAL/ McDANIEL �T4>F p CIVIL OF , CA��FO 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 Exist Hinge I 3'-0" R ----- ---------- --- ------�------------------------, ----------------------•-------- ------ -------------- 811 _ ------- CORED AND DRILLED HOLES: Q LAN #6 Location of cored and drilled holes shown '/2" = 1'-011 on the plans are approximate. Prior to placing Pipe Seat Extender holes in concrete, the Contractor shall locate Notes: - - - - 3 ;,>___ 1. Exist Pier 5 shown, Exist Pier 10 Symmetrical �� 1 ' all reinforcing steel and adjust the location of ---- the holes to clear all reinforcing bars (except -� as noted). Final hole locations are subject to 2. For "S ctions R -R and S -S", see "Miscellaneous Details" sheet \ _T_ , _T_ i _i__ ' the approval of the Engineer. ' �' �'' Existing Southbound Bridge 6 .60 >, --------------�' -------- -------- --- ------ ---- ------------ ---- ------- 211 t !; t f #8 x 5'-2" tot 4 per I I I 11_911 ! �g1_9�' 11_411 71_511 ', ' f I bolster. Cored and 4� (,.�. I #5 @ 12" max 7 I 11_011 #6 x 2'-0" Vert, i i bond into exist conc, 1'-911 #6 �--- drill Pie seat extender ; f , P I tot 2 per pipe, I r ----------I ! t per interiorgirder----'!-* I ' yP P and bond dowels, fixed end only i , typ --------, Grout filler l le I Into 9 deep ole y --------------------------------------------------------------------------------------- - - ' s p -------,--------------- -i-_ ------------ 11 11 + Ir------- ---------------- 8 ' t ------------- +-------------------� I -- I # x 10' Tot 4 ---I-------------------- r ____________ per bolster. Cored I -------=---- • . I Fixed side Expansion side — I �-�-� �► and bond into exist __ - SECTION Q' ILI C- conc, typ per interior �- _____ ______ ! girder. i---- •�. J 111 _ 1t ot1 • -- I I A C- #8 x 2'-9" tot 8 per LEGEND #5 @ 1211max 1'-0" I � #5 #6 x 4'-0" horiz, bolster. Drill and #6�– drill tot 2 per pipe, ------------- Indicates existing structure and bond dowels, � ►1 fixed end only bond 9" deep into 11 2 spaces 6" �6 2 spaces y exist conc t into 9 deep holes, typ YP Indicates new construction @ 1'-0" @ 1'-0" #8 x 6'-10" Fixed Side per exterior girder =2'-011 2'-011 5'-2" Expansion Side, Indicates existing reinforcing Expansion side I Fixed side tot 4 per bolster. Cored and '------------ Indicates existing t in reinforcing bond into exist conc - g Pipe Seat Extender typ per interior girder NOTE: The Contractor shall verify all SECTION P - P controlling field dimensions before11 _ 1-11 ordering or fabricating any material. /2 - 1 ° KERN COUNTY BRIDGE RETROFIT DESIGN BY CHECKED BRIDGE No. Steve Drahota Ton Sanchez CITY OF BAKERSFIELD Perry Schacht 50C-21L/R MANOR STREET BRIDGE OVER KERN RIVER SB/NB BY CHECKED DESIGN OVERSIGHT DETAILS Oscar C o I c o I Tony Sanchez PROJECT ENGINEER POST MILE QUANTITIES BY CHECKED CALIFORNIA HINGE RETROFIT DETAILS SIGNOF DATE Eric Frasher on Chong ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS C 1 2 3 EA FARLIFR REVISfON DATFS ---�.- �t gg 4l gg 7���,gg g/ �g gltz/gg 7 10' I ename: p: manor e aI s s. qn Date: 31 JUL 101 Time:12:10:28 OMC �; —7 Pipe towards top of r-'- 9" dia formed hole,-"/ Pipe Notes= 1. Tightly wrap pipe with (2) layers of 15# building paper. 2. Pipe unit to be placed against top of hole and cast -in-place on fixed side only. SECTION R -R 311 = 11-011 Pipe Restrainer Exp Jt Filler on expansion side UUIIUllly paper on expansion side 1" dia HS threaded rod, tot E --------1-1---------------------- -1------ -------------------r---------------------- SECTION S -S 3" = 1'-01 1 Hinge HINGE Double hex nuts APPROXIMATE AS -BUILT ELEVATION Location Approximate Exist Ground Elevation Bottom of Exist Footing Elevation Pier 2 416.0± 410.001± Pier 4 413.0± 410.001± Pier 5 408.0± 410.001± Pier 7 410.0± 410.001± Pier 8 410.0± 410.001± Pier 10 410.0± 410.001} Pier 11 408.0± 410.001± Pier 13 413.0± 410.001± --------------,—;--------------------- --------------- ;-------- ii ---------------------- I� II ----------_ _. .-T----------------•-----44------ --------------1-1----------------------L-1------ -_-------------------r'--r--------------_------ T Top of Pile 1'-0" typ oc DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 KERN 19 1 44 `��� QRpFESStOp�l O REGIS RED CIVIL ENGINEER y Z W Perry Schacht * No. C41095 PLANS APPROVAL DATE Exp. 3-31-03 TYLIN INTERNATIONAL/MCDANIEL �T4TF o CIVIL F CA%. 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 Column i SECTION T -T 1A 11 = 11-011 Bent 48" dia column BENT EXCAVATION Legend: LEGEND: -Structural Concrete, Bridge ELEVATION - Indicates Structure Excavation Type D (4000 psi @ 28 days) 1/411 11-011 ------------- - Indicates existing structure - Cast -In -Drilled -Hole Concrete Pile (3500 psi @ 28 days) - Indicates new construction - Diaphragm Bolster I (4000 psi @ 28 days) BENT CONCRETE STRENGTH AND TYPE LIMITS LIMITS OF PAYMENT FOR STRUCTURE EXCAVATION TYPE D NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. KERN COUNTY BRIDGE RETROFIT DESIGN BY Steve Drahota CHECKED Tony Sanchez OF BAKERSFIELD CALIFORNIA Perry Schacht BRIDGE No. VER KERN RIVER MANOR STREET RIDGE OVER VER BRIDGE SB/NB 50C-21L/R DETAILS , BY Oscar Colcol CHECKEDCITY Ton Sanchez DESIGN OVERSIGHT PROJECT ENGINEER POST MILE MISCELLANEOUS DETAILS QUANTITIES BY Eric Frasher CHECKED Yon Chong SIGNOFF DATE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CU EA DISREGARD PRINTS BEARING EARLIER REVISION DATES — REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 1W99jy0j,7Mf(9j'8,/�9j9/13/99j 8 1 10 i ename: P manor a ta i s m an Date: 31 JUL 101 Time:12:10:50 OMc r-> -I --7 `2, • DIST. COUNTY ROUTE- TOTAL PROJECT No. SHEETS­ 6 KERN 20 44 Essf . ' . ••{ a CA� �`• • ::. REGISTE 0 CIVIL ENGINEERmap 4 Perry Schacht MINOR Y! /far Fil•S * No. PLANS APPROVAL DATE 3-31-03 Exp. CIVIL ' .rru TYLIN INTERNATIONAL„/MCDANIEL $ 5030 CAMINO DE LA SIESTA SUITE 204 tg-3 • . SAN DIEGO, CA 92108 (619) 692-1920 B-4 • } M,�nor- St Br�rJ a A. vul . , 1 i ; • . j� . . 4 a�/ Eit 416'* /. ss! �•-+ dl !s� r-. ' :.:..•-, C? ��fl •. "'w' ..r '''' ` Loose Co-I said% s.,.. ' NryAws. 4WV icy lo.as aae+r! ,r • ' ` j.QiiX..T.igQ i 9r�1 � .. * + • • .corns• AwMfees •' o � a�'id��il►c/� "fly � � `tilA/�l Cr"'p'a'ci /r 'r • � . .! co cwrpw# to 8~ cob&%$— o neo t• aanr�anr/'a'".�'� c.gn+e1 aa�d 9ra.eA » . . cJ�iJ w ypipN' pwrl �. yro..rl I �,1I�aR ie�%s • IDsyat .a+rwj yn�e/fit � • a� to ,,.a.,.ict y . ye' �a.abies suet 4,a..'• :7 ...rw. ..�. • . , . erMt cby . Nxd ~-hp UPI clay +••�� .we•wI. y►ss•�I � � �s•iersl : as at Kard �sa�tdr�+s dy. WAN Luars F I • ._. EGENO or E.. A?"-- MAT 16 §MIN R T N • �. •t•. ,. � - �: :s; r so 341T C L#v alt "'r /i�1AI 0/ IMA t�MIR � i4rMA wwwwAroo me w va !�L go&*"* �IMp"O "" tR of Ate' w " � uaarsv 3R,T E) aasorica* cr waN+.4 aI.Ir aio io.iow sNallf ws 1 �.� :► STs Oe*cn+w snowiw TNs sews r+oNt . . ..�► swrrsarewt ttts s rvr •4 WWWOM wtrat ►i'�' pTMNTii a► ilwas sas •wyiRwe*ian 4� PSAT or PON11 0 somma ItMl11w A RaA1C ow OpILAMMAAM rinMwA w sa!�!a.' cwr tRi<i Al wcyaww� a saw atom SAm , .� QwAww Clay Q 2k�co�s .. ; ' • ; •r rat. loOr Ms Mlbir W M a W V* 1ka Narrsn ar M •' IMMOIMy� M T�11N 'cif' twr K ® SOLT /1La t1 �iATti1 SAML.tA lOAA* �c /,r► Awl'' �+��% .. �. .=�"s. ^ ' nAO�a 10 !M[ p�wT1 AMt rAl r"'�� i ar.w�.lr+e i �✓ + • •.: :-wr.carwwwnr • • `J �Yy �W!j.•••� /IrMe.� r sarb'wn/ •' ••.•t, �',d w •�•wl�elwAM�IM lfAlrl irR�.naus' lnMoC 14[ 1tR�'bo�naf» cow mW Ar ^ow Ai /�; .......��• j ..i , ... s�!. ;`�, .�eewa�wwwMM >� r ,awwwe.&w*nu f Rolm NW 1d cww kogaRf fbcaE3 t ,iw.r l idlry .........�, e:.�ri. w�T Otlont� in�ra.:� am a" AM= MMilw � •', L�e+wfir✓crogrwr�e► � • ;y.. » � •• :« +tv�ot I* SUMAM *UK ... • s.+wr tsar a ,^ i!!ar!_ • �.�;: �s,�,�. � ` ri•► BR/l�E � � �► • • smt E+rnr T s� .McT RoaAr •.•X_, wry.+ +wc •/is —• -'M'• � _ Ct4*i 3"o 3tOMat! any PAC* `Y � • .. s « a A N* Aw ne,. � ArA.►W cAa+�r ;�;•i....r•+�,• 3wwr 3KT M ' COAL -"am. : • . ,. y ili�.q•�1t9► r aho •. • • s f �. • -w •*► . 3m+ 'INt ' . • w •"; tom: �/ �A .��i�, •,? , .,� • _ • .. 'T,�; LOG Q E ek' E S T i~i B:C1 R.1 N G A •ter * ��My�i aN TIAi �� • .-• . .+: . i •. • + :V: ••�W • _ �• r' : •t- •Mi. I1� n' . ••'� •� • • t M ." • • !wK .. r . »• Toy rR � .•. c:r ; rN �. '!!�" . - ' • �t Ilewn.w � • • !�►��- • pp � �� `�" 40 snow KERN COUNTY BRIDGE RETROFIT NOTE: DESIGN mow° i No. ADDITIONAL AS-BUILT FOUNDATION DATA MAY BE AVAILABLE AT Steve DrohOtoTon SaG1CheZ CITY vuPerry Schocht 50C-21L/R MANOR STREET BRIDGE OVER KERN RIVER oET sBiN THE DIVISION OF NEW TECHNOLOGY, MATERIALS AND RESEARCH DETAILS OSCor Colcol PROJECT DOWEER CO Ton SorlCheZ POST MILE nn a►Te 5900 FOLSOM BOULEVARD. SACRAMENTO, CALIFORNIA 95819 QUANTIMINION!TIES By Eric F r o s h e r � Yon Chong CAJFORNIA AS-BUILT LOG G O F MIRRORS!TEST BORINGS ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING VII A LININSTAGE ONLY) S enome• FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES--._•... 9//990 o e• Ime: M1 } '7 .. f. s T wrno�,ea�seo o 'o $ w E V� UO."Wl W aa�o�Gi�Se!$16ti'�3� g' CL im N '$ 0 8 Cn M o ca go • • c a x R-- a ER a �E�a$g > S. N v c c> _n 00 n C7 Vf W ami - pEp Y -� C Vf +g O r E en LP • • . . 1 a75 a S u zwr m WF m r i a W Z ix ^IL z U`�� CD 0 c oo ^� C.DZ03o a� F=¢ C�� � o� m V� Na m �� �R ci W`z ®® ❑< @ >®44 W Y J & WE % PLAN SCALE: lm=5(Y cc ru W APPROXIMATE GROUND SURFACE o a w ALONG C MANOR STREET ti ELEVATION Q u- 11 ' �;> � o ELEV. 418.6' Q ' �`' Q R-12 co CL oze + 42o 4• ,: NATIVE: (GP) GRAVEL �., U- rn Q 4J ELEV. 415.7 K b o a -. g 26 2.5 N ,vf,NATIVE: \°.\\;, \ SPS brown, fine to medium : ; Gw5 4oe2 SAND with SILT, mica, serni-compact ELEV. 412.3 co 4`25.5 SZP-SM) Light brown, fine SAND with SILT, compact a E= -meg., v Eo7E. 20 410 24 C C" v �QSa' E -.2: O 0 S` 13 1.4 9 2.5 a` a G o •�-o o 'o $ w E V� UO."Wl W aa�o�Gi�Se!$16ti'�3� g' CL im N '$ 0 8 Cn M o ca go • • c a x R-- a ER a �E�a$g > S. N v c c> _n 00 n C7 Vf W ami - pEp Y -� C Vf +g O r E en LP • • . . 1 a75 a S u zwr m WF m r i a W Z ix ^IL z U`�� CD 0 c oo ^� C.DZ03o a� F=¢ C�� � o� m V� Na m �� �R ci W`z ®® ❑< @ >®44 W Y J & WE % PLAN SCALE: lm=5(Y cc ru W APPROXIMATE GROUND SURFACE o a w ALONG C MANOR STREET ti ELEVATION Q u- 11 ' �;> � o ELEV. 418.6' Q ' �`' Q R-12 + 42o 4• ,: NATIVE: (GP) GRAVEL �., U- rn Q .. L ELEV. 415.7 26 2.5 .. NSR NSR ,vf,NATIVE: \°.\\;, \ SPS brown, fine to medium : ; Gw5 4oe2 SAND with SILT, mica, serni-compact ELEV. 412.3 co 4`25.5 SZP-SM) Light brown, fine SAND with SILT, compact 20 410 24 2.5,--' 12.5 : 94 � NSR NSR GVvs410.e Y/11'99 13 1.4 9 2.5 _: f 24 11.4 12 2.5 y 97 272 \\,�\:��1" 13 11.4 r 20 11.4 Gray, fine SILTY SAND, semi -compact 22 2.5 19 12.5 z 105 120.9 ,,.SILT and GRAVELS to 1 -inch size, 21 12.5 98 22.4 ' sant i01 . , 24 1.4 R-13 ELEV. 4 8•/4' NATIVE: (SP) Poorly graded SAND ...becomes gray, fine grained, mica 28.5 (GP) GRAVELS to 2 -inch in size, rounded to subrounded, compact to dense =�M REGISTERED ENGINEER POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 2.1 44 SStn.,_ 59242 m PLANS APPROVAL DATE * &P• 6--30-03 Earth & Envlrorunentat Inc. ca i.290 North Hancock Street Anaheim, Ca 92807 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL_ NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. NOTES: 1.) GROUNDWATER ENCOUNTERED AT ELEVATION 409 TO 411 FEET. 2.) ELEVATIONS BASED ON PLAN'MANOR STREET BRIDGE•- LOCATIOWLIMITSJDESCRIPTIQN BY QUAD KNOPF DATED 4101/98. 3.) BORINGS LOGGED BY SAM SUKIASIAN, STAFF ENGINEER 4.) SAMPLER SIE AND HAMMER WIEGHTS: 2.5 INCH I.D. / 2.75 O.D. - 300 lbs 1.4 INCH I.D. / 2.0 O.D. -140 Ibs 4• NATIVE: (SP -SM) Poorly graded SAND with SILT semi -compact TWOZ-4 M I...increasing GRAVELS and COBBLES, rounded and subrounded to 4 -inches 400 30 1.4 ;; NSR NSR 12 2.5 .• NSR NSR (GP) GRAVELS Cs(b�, very dense subrounded, broken (SM) Yellowish brown, fine to medium SILTY 400 a o (4 42 1.4 .. SAND, dense •. 60/6` 1.4 � � cn z %% 33 2.5 %% NSR NSR 18 2.5 :' NSR NSR •. (GP) Medium to coarse GRAVEL with SAND, GRAVEL w my o o (GP) GRAVEL, COBBLES arxi BOULDERS, 1 to 2.54nchas in size subrounded, broken 52 1.4 NSR NSR 7Q(2' 1.4 v a o z vWi 00 ' C subrounded and broken, very dense ...COBBLE and BOULDERS, very dense•. ...GRAVELS and COBBLES, O IM ® 1100/9"11.4 broken, •. ED uY dense 11 i.4 o•• A2>1 1.4 NSR NSR 120 1.4 2^5'� 390 2.4-gq 3W } og o } E 2-1-99 21 REFUSAL IN GRILL IN S g w a ELEV. 389.0 DRILL DRILL IN DENSE COBBLES ELEV. 390.7 COBBLES E DRILL REFUSAL IN DENSE GOBBLES ill BOULDERS DENSE Q J g o S o DENSE COBBLES &BOULDERS C9 N N UUN y 78 0 3808 Vl C0 0 PROFILE � ° EHORIZONTAL SCAl.E:1 "=50` ° �' �T L N VERTICAL SCALE: 1"= 1 Y LE tJ > T > _ o �' c c STATIONING ° o a c 'o S i� } i J >,E o (CLMANOR STREET) 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+0o JOB No. 8-212-1006 PLATE I o N o DRAWN BY JAMES B. DePOORTER SAM SUKIASIAN PREPARED FOR THE BRI. E N . aX Z1 50C-21L1RMANOR STREET FRIDGE .C:. V o a c 3 0 o o - DESM °"�"r � RVESWATORSTATEOFCALIFORNIA SECT E� POST MILE - r N M CHECK BY SAM suKIASIAN ATE February 5,1999 DEPARTMENT OF TRANSPORTATION LOG OF TEST BORINGS SIGN OFF DATE ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONL SHEET OF FOR REDUCED PLANS 0 i 2 3 EARLIER REVISION DATES 913/99 ! to ELEVATION 424 410 Ov ©� - , - L_ Approx OG Legend: 167'-2"+ (Measured along � "B" Line" BB 371-91/211+ 451-91/211+ 45'-91/2"+ 37'-91/2"+ i� 0 _ ---------------------------- -------------------------------------------- _ ----------------- ------------------------------------------------- -- I i _------------._: \ - ---------------------------------------------------------------- ------------------------- +I i 1 (-0, , \ I I ► 1 I l 1 , I -I I I I I I I I I ii i� I I I I I I I I I I I Abut 1 L��----L--ry------1_TT_� I I I. I I --- 1 --L---L--------' L----------� L ------ --U----- ----� - Indicates New Construction --------------- - Indicates Existing Structure - Indicates point of minimum vertical clearance ==> - Indicates Direction of Traffic �1 Construct In -fill Wall O Fill Abutment backwall gap w/ lumber blocking �3 Construct abutment longitudinal shear key with longitudinal kickers �4 Remove exist concrete barrier and replace with 11 11 11 Bent 2 Bent 3 Bent 4 Datum elev 440.00 Concrete Barrier Type 25R �5 Remove and replace exist MBGR Top of slope Toe of slope —A MBGR-------------------------- ------,---------------------------- Exist i typ 9 / BB 8+27.49± ; 'i "B" L ineE lev .485.36± Panorama Dr. -E-- - - - - - ,i - - - - - - 8+00 Exist telephone pole \� �l ; /i 1 ! ! ELEVATION_ 9+00 1" = 10' ED DIST. COUNTY ROUTE POST MILES SHEET TO - TOTAL PROJECT No. SHE 6 Kern 22 4 VROF E SS I O^,, EB REGIS RED CIVIL ENGINEER ``� Ftic W Perry Schacht m 9X ,* No. C41095 PLANS APPROVAL DATE 3-31-03 s EXP•--- TYLIN INTERNATIONAL/MCDANIEL "Tfi CIVIL OF CALIF 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 WEI KOO & ASSOCIATES 600 THE CITY PARKWAY WEST SUITE 310 ORANGE, CA. 92868 "B" Line= 33'-4"± Panorama Dr 1'-91114'-11"± ( 14'-11"+ 1'-911 I Profile Grade 0 I -2 0/ -- Cast-in-Place Reinforced Concrete T -Girder �-__ ; =____; - -= -- -- = =------- __ ---- r i -1 -1 UI I 1 LI I , I � I 1 +I 1 0') 11 N r ' ' OG — Toe of slope _ --- I------------ATL---I Top of slope l -T-------- 1 -T -r -i L -1-T -------- 1 -T -r-1 �_ II II it II +, ii ii ii if I Note= Bent 2 footing shown 0 +' TYPICAL � I ' EB 9+94.65± d - E lev 490.57± --{-- - - - - - - -- 10+00 +I �I/8I! = 1.1.__011 APPROXIMATE QUANTITIES KLMUVL A�>FHAL I UUNUNE I E UVENLAY 334. SF REMOVE CONCRETE BARRIER 375. LF BRIDGE REMOVAL (PORTION) LUMP SUM I i _ REMOVE AND RECONSTRUCT METAL BEAM GUARD RAIL LUMP SUM _-__-__ -_-__-__-__-----_--_-__-__ _---_-__-__-__-_---_-----_-_-- _-__-__---..-__-__-_--_--_----.----_-----__-_--_--__--_----__-__-.t-_-__-_--__-__-__ __-._ __ CORE CONCRETE (1-1/8") 127. LF ' 6 ,' ,' ,' +, JOINT SEAL (MR=1/2") 8. LF \/ — i "8' ��'� i' i" i` 8'� '� L-- -� - REFINISH BRIDGE DECK V / .0 x 0,, a� 1228. SF `�'��" �' ;i ;i '; ;i 2 � ,i � i 2�, / � i' i' Exist utility box r' / — / , , o,,x o',x �j _ _ _ FINAL PAY QUANTITIES Top of slope ! ! 0/- ! / ! ! Toe of slope Y Y / / ,/ i \~ STRUCTURE EXCAVATION (BRIDGE) 33. CY 61toi i 2', STRUCTURE BACKFILL (BRIDGE) 16. CY /' "/ i" i' ' `0'', // // i/`Top of slope STRUCTURAL CONCRETE (BRIDGE) 83. CY � DRILL AND BOND DOWEL 360. LF // /' !' // /"i i/ BAR REINFORCING STEEL (BRIDGE) 20,781. LB Toe of slope / / / i Io/ i I / ABUTMENT LUMBER BLOCKING 793. MFBM CONCRETE BARRIER (TYPE 25) 41. LF NOTE PLAN CONCRETE BARRIER (TYPE 25R) 334. LF The Contractor shall verify all controlling field dimensions before 1" = 10' For "General Notes", "Standard Plans", and "Index orderingor fabricating an material. KERN COUNTY BRIDGE RETROFIT 9 Y to Bridge Pians", see "Foundation Plan" sheet. DESIGN BY CHECKED LOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE BRIDGE No. Steve Drahota RO a Golchoobian DESIGN AND PERMIT DESIGN LOAD CITY OF BAKERSFIELD Perry Schacht PANORAMA DRIVE OVERCROSSING BY CHECKED 50C-27 DESIGN OVERSIGHT DETAILS 9 Eric F r a s h e r R O a G o l c h o o b i a n LAYOUT Eric F r a s h e r CHECKED Steve Drahota %� PROJECT ENGINEER POST MILE QUANTITIES BY CHECKED BY PLANS AND SPECS CALIFORNIA SIGNOFF DATE Steve Drahota And Toledo SPECIFICATIONS James Orie COMPARED James Orie GENERAL PLAN ORIGINAL SCALE IN INCHES Cu DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHCET-1 OF FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES �..—W9622±9g�g�gg---T— 1 8 I ename: p:panorama a al s gp. gn Date: 31 JUL 101 Time:12:11:56 EHF ' 7, —� Abut / �Bent2 N25°21'23''E ^��`b ! Exist col ----� - / Exist co _ _ - � w WW LOL _ /%;� 460.00± "Al X, N 2 5° 21' 2 3'' E —'� „�co 8+00 N25021'23''E WW LOL—�17— (p Cb�0 CO it/ 11 Cb 9+00 8+30.28± 0 It/ 8+65.28± 460.00± / 477.50± 1 GENERAL NOTES LOAD FACTOR DESIGN DESIGN= BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO with INTERIMS and REVISIONS by CALTRANS). SEISMIC ATC -32 ARS Curve for an Earthquake magnitude of 6.5± 0.25 LOADING: Peak Ground Acceleration = 0.40g Soil Prof ile Type D 1.0 — c o u ° 0.5 Q) L - 12 Q) V) a) ORU Q 0 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Period (sec) REINFORCED EXISTING CONCRETE: (Assumed for Retrofit) NEW CONSTRUCTION fy = 44,000 psi fy = 60,000 psi Pc = 5,000 psi f c = 3,250 psi PLAN 1" = 10' � Manor St Bent 3 ,O N/ Exist col 0 460.00+ +11.07± ' Bent Abut 5. N 2 5 ° 21' 2 3'' E 9+56.87± Y-/ "o / WW L 0 L i Itl i Line 10+00 9+91.87± r ; / N25021'23''E Notes: 1. 0000.00 - Indicates existing bottom of footing elevation 2--------------- - Indicates existing structure 3. All piles not shown A Section Identification Standard Plan (July ,1992) Sheet ' No. Detail No. STANDARD PLANS DATED JULY, 1992 A10A ABBREVIATIONS A10B SYMBOLS A77J GUARD RAIL Bll-53 CONCRETE BARRIER TYPE 25 Exist f tg typ PLAN (At Bents) 1 483.00± 1 ---------, 00 Bent - I ' N i - Exist col typ I/ SECTION A -A ;_— OG DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 Kern 23 44 opf I- SS ION REGIS RED CIVIL ENGINEER W Perry Schocht y * No. C41095 PLANS APPROVAL DATE s 3-31-03 TYLIN INTERNATIONAL/ McDANIEL T"Exp. 'F VIL of I VA+.,Fo���P 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 LVA In , - • - SHEET NO. TITLE 1 GENERAL PLAN 2 FOUNDATION PLAN 3 ABUTMENT LAYOUT 4 ABUTMENT DETAILS 5 BENT DETAILS 6 TYPICAL SECTION 7 BARRIER REPLACEMENT DETAILS 8 MISCELLANEOUS DETAILS 2'-0" - WW LOL �`-- Face of PLAN B Backwall (At W ingwalls) OG21' ' -z -z- __11-,1- 0 11 011 Face of Exist WW SECTION B-13 LIMITS OE PAYMENT FOR EXCAVATION & BACKFILL. - - , No Scale NOTE Indicates Structure SECTION A -A ;_— OG DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 Kern 23 44 opf I- SS ION REGIS RED CIVIL ENGINEER W Perry Schocht y * No. C41095 PLANS APPROVAL DATE s 3-31-03 TYLIN INTERNATIONAL/ McDANIEL T"Exp. 'F VIL of I VA+.,Fo���P 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 LVA In , - • - SHEET NO. TITLE 1 GENERAL PLAN 2 FOUNDATION PLAN 3 ABUTMENT LAYOUT 4 ABUTMENT DETAILS 5 BENT DETAILS 6 TYPICAL SECTION 7 BARRIER REPLACEMENT DETAILS 8 MISCELLANEOUS DETAILS 2'-0" - WW LOL �`-- Face of PLAN B Backwall (At W ingwalls) OG21' ' -z -z- __11-,1- 0 11 011 Face of Exist WW SECTION B-13 LIMITS OE PAYMENT FOR EXCAVATION & BACKFILL. LEGEND: No Scale NOTE Indicates Structure Excavation, Bridge The Contractor shall verifyall controlling field dimension ordering or fabricating any before material. _===--- - --= - Indicates Structure Backfill, Bridge KERN COUNTY BRIDGE RETROFIT PHOTOGRAMMETRY AS OF DRAWN BY DESIGN BY Steve Drahota CHECKED RO a Golchoobian CITY OF BAKERSFIELD CALIFORNIA Perry Schacht BRIDGE NO. PANORAMA DRIVE OVERCROSSING SURVEYED BY TRACED BY DETAILS BY Eric Frasher CHECKED RO a Golchoobi DSIGN OVERSIGHT PROJECT ENGINEER POST MILE FOUNDATION PLAN FIELD CHECKED BY CHECKED BY QUANTITIES BY Steve Drahota CHECKED And Toledo SIGNOFF DATE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CU EA DISREGARD PRINTS BEARING EARLIER REVISION DATES r22� REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 96 8 9 1 9/8/99 1 1 1 1 1 1 1 1 2 8 i ename: p panorama e ai s D. an Date: 31 JUL 101 Time:12:14:08 EHF �..� �7:- �..� q Abut #4 tot 4 #5 r-----7 tot 5 #5 to t 5 111/8" d is --� cored hole, typ "B" Line .\ ---------------------------------------------------------------- ----------------------------------------------------------------- - % ----------- ------------ ------- ------------ ------------------------- ------- ---------------- -- ------ ------- ---------------- --` ------ ------ -------------- ---------\ % 25 ' 44 I \ -- �' ------- - ----- ------- ----------------- ----- ------- ------------ -- -------- ----- ------- `. ,\ , ,, ,` �. Girder • < n / — 1" Expanded polystyrene Face of end diaphragm Front face #4 tot 2 C'- of pedestal #7 F-1 #5 r� • tot 5 • #5 l� tot 5 LONGITUDINAL KICKER DETAIL 31/4n c 11-0 11 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGNOFF DATE \ �\ Abutment �\ � � I ` `` J ..._.-ar Detail" , Exist girder, typ , PLAN Note: Abut 1 shown, Abut 5 similar 31/8.. = V-0. S ide pedE #5 ntot 3 Top of ex is pedestal �,\ 21_011 #5 _� Each side drill and- bol 5" deep X dia hole 11 !- r ------ Gl A Cl l l •• V '-iI I 1 1 1-41 IN -4 1 1u LONGITUDINAL SHEAR KEY DETAIL DESIGN BY Steve Drahota DETAILS BY Eric Frasher BY QUANTITIES Steve D r a h o t a i ename: p panorama a ai s a gn Date: 31 JUL 101 Time:12:19:42 EHF 31/4if = 1'-0., CHECKED Roya Golchoobian CHECKED Roya Golchoobian CHECKED Ardv Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS of L pedestal )ttom of exist end aphragm and girder 10"± c Ir min & varies -Top of exist pedestal -ill & bond 'hole POST MILES SHEET TOTAL DIST. COUNTY ROUTE TOTAL PROJECT 1 Na. SHEETS 6 Kern 25 ' 44 C?TOFESS 1ONq REGIS RED CIVIL ENGINEER E Perry Schacht * No. C41095 PLANS APPROVAL DATE 3-31-03 Exp. TYLIN INTERNATIONAL/McDANIEL 'qrF CIVIL �a�P OP CAIO� 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 Exist girder Bot of exist fillet ' Bot of o 111/8 d i a ----------------- ,.------------------- e x i s t girder cored hole #7 T @ 9- -thru cored hole, 00 field bend _ -- -- * 00 N � I 1 #5 0 1/--I # 5 @ 9 1'-91/2" 1'-91/2" Exist #6 horiz rei to rema Exist vert reir to remain Exist horiz reinf SECTION E -E 3/4 11 = 1 1-0 1, * Indicates reinf ` may be adjusted by the Engineer to clear exist main girder reinf ist backwall main wall Remove existing curtain wall prior to placement of lumber blocking. Reconstruct curtain wall after lumber blocking is installed. to remain l L-------------------------------------------- 1 CURTAIN WALL REMOVAL AND REPLACEMENT DETAIL f ace) 3/8 Indicates Limits of Bridge Removal (Portion) CITY OF BAKERSFIELD CALIFORNIA 0 1 2 3 KERN COUNTY BRIDGE RETR-OFIT BRIDGE No. Perry Schacht 50C-27 PANORAMA DRIVE OVERCROSSING PROJECT ENGINEER POST MILE ABUTMENT DETAILS CU DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF EA EARLIER REVISION DATES 10 96 $ 9 918/99 I I I I I 1 1 4 8 Exist concrete barrier Concrete Barrier Type 25R, typ. C "Barrier Replacer Details" sheet 8'-811 161_011+ 81-811 -----------------, .--------- I r' ! ! iL 1--li i I i NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. BARRIER REMOVAL & REPLACEMENT DIAGRAM '/2 It _ 11-011 33'-4"± i X 4 spaces @ 6'-8"+- = 26'-8"± TYPICAL SECTION '/2 11 = 1'_011 -----------------------------------------------------�-- --,--------------- I I I t I i L ' 3'-4"± Legend: DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 Kern 27 44 01 4,4,Ae- PROFESS1pH4 REGIS RED CIVIL ENGINEER - Perry Schacht No. C41095 PLANS APPROVAL DATE Exp. 3-31-03 TYLIN INTERNATIONAL/McDANIEL �q�F CIVIL �a�P OF CA1-SFO 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 - Indicates concrete barrier removal KERN COUNTY BRIDGE RETROFIT DESIGN i ------------- CHECKED Ro a Golchoobian CITY OF BAKERSFIELD A' C H' IFORNIA yam, // ii Perry Schacht BRIDGE No. PANORAMA DRIVE OVERCRO.SSING 50C-27 DETAILS BY Chris H r a n e k CHECKED R o a G o I c h o o b i a n DESIGN OVERSIGHT PROJECT ENGINEER POST MILE -----------------, .--------- I r' ! ! iL 1--li i I i NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. BARRIER REMOVAL & REPLACEMENT DIAGRAM '/2 It _ 11-011 33'-4"± i X 4 spaces @ 6'-8"+- = 26'-8"± TYPICAL SECTION '/2 11 = 1'_011 -----------------------------------------------------�-- --,--------------- I I I t I i L ' 3'-4"± Legend: DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 Kern 27 44 01 4,4,Ae- PROFESS1pH4 REGIS RED CIVIL ENGINEER - Perry Schacht No. C41095 PLANS APPROVAL DATE Exp. 3-31-03 TYLIN INTERNATIONAL/McDANIEL �q�F CIVIL �a�P OF CA1-SFO 5030 CAMINO DE LA SIESTA SUITE 204 SAN DIEGO, CA 92108 (619) 692-1920 - Indicates concrete barrier removal KERN COUNTY BRIDGE RETROFIT li3 u'`i - I_,) DESIGN BY Steve Drahota CHECKED Ro a Golchoobian CITY OF BAKERSFIELD A' C H' IFORNIA yam, // ii Perry Schacht BRIDGE No. PANORAMA DRIVE OVERCRO.SSING 50C-27 DETAILS BY Chris H r a n e k CHECKED R o a G o I c h o o b i a n DESIGN OVERSIGHT PROJECT ENGINEER POST MILE TYPICAL SECTION QUANTITIES BY Steve Drahota CHECKED A.ndv ToledoI SIGNOFF DATE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CU 1EA DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF MIWO, R/... _9 . 4/R/9g 21 F H i ename: p:\75077937panorama7lelailss. gn Date: 31 JUL 101 Time:12:18:41 EHF li3 u'`i - I_,) End of — Exist WW DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 Kern 28 44 1871_71± Of E SS 1 p^,�< Limits for Removal of Exist Concrete Barrier End of REGIS CIVIL ENGINEER Z��° See "Metal Beam Guard Exist WW y y Remove and Relocate Rail Removal Detail" LUPerry Schacht C41095 Exist MBGR and Hardware * No. C41095 _ PLANS APPROVAL DATE -- --— - -- - -- - ------ — - = --_ ---- _—— - --- - ---- - -- --- - - -- -- —� '9 rFC3IV-3IL1 -0 O3 .XP - --- :_s; TYLIN INTER NATIONAL/ McDANIEL OP CAf-- �7� S-�Z� - 5030 CAMINO DE LA SIESTA SUITE 204 i// I R � �P ; ( SAN DIEGO, CA 92108 (619) 692-1920 Face of Exist 167'-211±1' owl' Concrete Barrier -� �' '- Limits for Removal of Exist AC overlay ,! BB EB "B" Line Remove Exist Concrete Barrier �i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Exist MBGR Pt --------------- ;------------------------- ---------------------- Face of Exist 167,_2„+ ,' xsos Concrete Barrier ' i ! L------------------------ -=--------------------- to remain i' Limits for Removal of Exist AC overlay,-_________________________________________________________________ End of -- Exist WW See "Metal Beam Guard Rail Removal Detail" 187'-7"+ Limits for Removal of Exist Concrete Barrier REMOVAL LIMITS 1" = 10' 10'_2"+167'_2"+ End of Exist WW Reconstruct MBGR, Remove and Relocate Exist MBGR and Hardware +! End of Remove & Relocate Exist Remove Exist Anchor Exist WW MBGR and Hardware Post Assembly METAL BEAM GUARD RAIL REMOVAL DETAIL 1/2" = 1'-0" 10'-2"± �7,—Limits for Concrete Limits for Concrete Barrier Type 25R and Refinish Bridge Deck Barrier Type 25A Limits for Concrete Barrier Type 25A Match Ex1st BOIt , Spacing B11-53 ;' See "Metal Beam Gu( l� Rail Replacement Det i BB See "Metal Beam - Guard Rail ,- Replacement Detail'' i' Face of Concrete i' Barrier Type 25A End of Exist WW Limits for Concrete Barrier Type 25A 167'-2"+ Limits for Concrete Barrier Type 25R and Refinish Bridge Deck ILW �---- End of Exist WW 10'-2"+ ie — Keconsiruct MBGR, Match Exist Bolt Spacing rB153 End of Exist WW Limits for Concrete Barrier Type 25A 1'-11/2"+ gl1+_ Concrete Barrier Note 1 r I Type -25A I I L --------------- X 1 III III /' iT Reconstruct See "Metal Box Exist MBGR Spacer Detail" METAL BEAM GUARD RAIL REPLACEMENT -DETAIL 1/2" = 1'-0" RECONSTRUCTION 'LIMITS 6" #5 @ 30" max 411/2�� 9.1+ 41/'211 1" = 10 o #5 115 30" Note 1 max #6 @ 15 = METAL BOX SPACER DETAIL � Legend: Drill & bond in 6" deep X 1" Notes dia hole NO SCALE 1. Match Exist Bolt Spacing Indicates Limits of B11-53 Concrete Barrier Removal ------------------- 2. For Details not shown, See ® _ Indicates Limits of I Dr @ 30" max " '' 1 Drill & bond in AC overlay Removal--------------------- --------------- `------------------------------- 5" deep X 1" dia hole NOTE: The Contractor shall verify all - CONCRETE BARRIER TYPE 25R controlling field dimensions before ordering or fabricating any material. 1" = 1'-0" KERN COUNTY BRIDGE RETROFIT DESIGN BY CHECKED (j[ BAKERSFIELD. BRIDGE No. Steve Drahota Ro a Golchoobian CITY VI Perry Schacht 50C-27 PANORAMA DRIVE OVERCRO,SSING DESIGN OVERSIGHT DETAILS BY CHECKED Chris H r a n e k R o a Golchoobian PROJECT ENGINEER POST MILE N FF AT QUANTITIES BY CHECKED CALIFORNIA BARRIER REPLACEMENT DETAILS SG O D E Steve Drahota And Toledo ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES 10A46 j8Wq F9/8/99 7 8 i ename: p: panorama a of s rr. an Date: 31 JUL 101 TIme:12:16:19 EHF ---, ---Y-a 41_011+ A WWLOL +1 000 r- - - — - -- -- 11-011, , , 00 +1 21_011+ a I r- 0 §2 13'-0"± 10'-2"+ 44 B Inside Face of Exist WW,/ - /% Y, n vac Abutment / / - Exist Exp Joint Exist Backwall WINGWALL REMOVAL DETAIL '/211 = 11_011 Note: Left WW of Abut 1 Shown, All Others Similar \ - Indicates Concrete Barrier Removal - Indicates Concrete Barrier Removal and Bridge Removal (Portion) 131-011+ 101-211± Existing Concrete Barrier 21-011 41_011+ Abutment +1 C / D . WWLOL 00 if a' --- -- ----------------------------------- - 0 Inside Face of Reconstructed WW C Concrete Barrier Type 25A / "--Joint Seal Type A (MR=1/211) mw D Drill and Bond #6 See "Barrier Replacement Details sheet L RECONTRUCTION DETAIL WINGWAL 1/2 11 = 1 1-011 Note: Left WW of Abut 1 Shown, All Others Similior Exist Concrete Barrier 10, , WWLOL 81f+ i\ , i I �I , , I Exist #5 or +1 _ #6 vert & horiz , , reinf to remain N Exi�,c Bar +1 r DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 6 Kern 29 44 -lop I CV OFESSIONq REGIS RED CIVIL ENGINEER W Perry Schacht ti No. C41095 PLANS APPROVAL DATE 3-31-03 %P11EXP• J�11EL "�F CIVIL o��• °F CALF 4, SUITE 204 )) 692-1920 i. .i i. .i 11 11 11-011+ SECTION B -B_ 3 11 _ 11-011 4 _ /411 = 11-011 Indicates Concrete Barrier Removal f , - Indicates Bridge Removal (Portion) Concrete Barrier Concrete Barrier Type 25A @ 15 max Type 25A rB11-53 #5 B11-53 �O 8" Concrete Barrier ,°� Type 25R Sawcut and apply #5 1-- #5 @ 15 max asphaltic paint @ 12 �, `11 binder Asphalt WWLOL 0" 8 Existing conc -i- 811± #5 r---) @ 12 I WWLOL Asphalt conc I Exist horiz reinf . In nl " " " " " ' ► '�" ,��/� // o0 0 0 0 o a o Exist horiz reinf • D D - D D 1 iD D 1 I 1 1 0 000(9C1 �00�0�0 #5 tot 7 00 0�, 00 00000 1' # 11 5 tot 7 'm7 Class IC i �* Cut Exist #5or #6 '' Cut Exist #5or #6 Aggregate base 1 Vert Reinf 211 Cir ; 1 1 ; Vert Reinf 21 Clr Subgrade compact from To of Wall from Top of Wall to 95/. max density p 11-011+ - 11 _ 811 + SECTION C -C_ Y411 = 11_011 Note: Similar to Section C -C except as shown SECTION D -D - Y4 11 = 11-0 11 t NOTE: - The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Indicates Roadway Reconstruction KERN COUNTY BRIDGE RETROFIT DESIGN BY Steve Drahota CHECKED Ro a Golchoobian CITY OF BAKERSFIELD CALIFORNIA Perry Schacht BRIDGE No. PANORAMA DRIVE OVERCROSSING 50C-27 DETAILS BY Chris Hranek CHECKED Ro a Golchoobian DESIGN OVERSIGHT PROJECT ENGINEER POST MILE MISCELLANEOUS DETAILS QUANTITIES BY Steve Drahota CHECKED And Toledo SIGNOFF DATE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CU EA DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF I ename: p panorama e al s m on Date: 31 JUL 101 Time:12:17:12 EHF ') 7 Approx OG BB --"i 101'-6"± Measured along (L Chester Avenue POC IL Brg Abut 1 1 $_0)$± 1_• 49;—g)$± IL Brg Abut 3 49'-9' ± Datum EI 365.0± EB CY LF RETROFIT CODE OAbutment Timber Blocking LBS ---� Abutment Seat Extender 1 O Abutment External Shear Key /O �4 Bent Cap Transverse Shear Key \; O5 Longitudinal Restrainer ' Existing Pedestrian Walkway, typ I , 4,— 7 7'-0"± Approx OG , I FINAL PAY QUANTITIES STRUCTURE CONCRETE (BRIDGE) DRILL AND BOND DOWELS BAR REINFORCING STEEL (BRIDGE) ABUTMENT LUMBER BLOCKING MISCELLANEOUS METAL, RESTRAINER ROD TYP MISCELLANEOUS METAL (BRIDGE) GENERAL NOTES LOAD FACTOR DESIGN --ter- ---- -) DESIGN: BRIDGE DESIGN SPECIFICATIONS -- -- --� (1992 AASHTO with Interims and Revisions by CALTRANS) Abut 1 Bent 2 16'-8"± Abut 3 Min Vert Clear SEISMIC ARS curve for Earthquake magnitude of 6.50±. 0.251 Existing Pedestrian Walkway DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 6 KERN 30 44 3 76 CY LF 760 LBS ---� O QROFESS/ON4I 0-11 MFBM A...✓�1.>✓` �� F� 854 LBS REGISTERED CIVIL ENGINEER �� G, 1845 LBS DANIEL S WED LL � No. 59834 PLANS APPROVAL DATE * Exp. 12-31-03 W. K00 &ASSOCIATES Inc. c I v i L F Fo 600 THE CITY PARKWAY WEST, SUITE 310 CF r, k\-\ ORANGE CA 92868 `1- POC 10'-0"± LOADING: Figure R3-7 of ATC -32 (Soil Profile Type D) Acceleration = 0.40g 1'-0"± 4'-0"± 4'-0"± 1'-0"± EXISTING EXISTING 2'-10"± REINFORCED NEW SPEC (Assumed for Retrofit) /90 ELEVATION CONCRETE: ;�� Profile Grade 1: 1 —0 + 1" = 10' fy = 60,000 psi f y = 40,000 ' psi fy = 44,000 psi 0 f'c = 4,000 psi f'c = 4,000 psi f'c = 4,400 psi STRUCTURAL STEEL: EXISTING Existing -- -I- -- -- Composite 4 ASTM A36 fy = 36,000 psi deck—steel Girder_)o n " MI ch I Match u I c� MISCELLANEOUS METAL: NEW o o _�ting exits nc� 0 0 5 Im ASTM A36 fy = 36,000 psi co , HS BOLT: NEW C_ , ►� 0 ASTM A325 00 ej, Q o I LO o (D I HS STEEL RODS: ASTM A722 fy = 120,000 psi - II4-1II -h I THREADED RODS: ASTM A307 TIMBER: Treated timber Douglas fir standard grade , Existing Crash cushion (sand filled) I INDEX TO BRIDGE PLANS �Ob C�\� Existing MBGR SHEET N0. TITLE ' �� 1. GENERAL PLAN , �, I 11 Existing landing, typ 2. ABUTMENT DETAILS ' II 911 ; 3• BENT DETAILS No. 1 I I Existing MBGR III I III (L Chester Ave POC -- 4. BENT DETAILS No. 2 I IIS , CqII 10+00.00± (� -- -- ---------------+--- -- -- -- I II, ,,, I ,► 7 -- -- - -- -- -- ' + _ � Chester Ave � Existing �Existing I LEGEND curb 6+87.17± Pedestrian Walkway Approx OG - -- -- --- ' Indicates existing structure ---- -- -- -- - -- -- -= -- -- -- -- -- -- indicates new construction ���,��>x�,,��; y���i,/�; I -- I I I Chester Ave POC ' - ------------ - - - - - - - - - - ' -�- Indicates Minimum Vertical Clearance � i , -ice I � II �_ __ __ __ -_ __ __ __ Standard Plan Sheet No. -- -- -- -- -- -- -- -- -- -- -- -- -- _ I I I , ' Detail No. ' -I- -- -- -- 1I I III 3 I , STANDARD PLANS 'I I'I I i ( i DATED JULY 1992 I (L Brg Abut 1 Note: The Contractor shall verify all controlling field dimensions 0 before ordering or fabricating any material. 0 DESIGN BY CHECKED D. Weddell X. Wu =I DESIGN OVERSIGHT DETAILS BY N . Shu CHECKED A Wang n QUANTITIES BY D. Weddell CHECKED H. Haroun SIGN OFF DATE O r �_ Brg Abut 3 A10A ABBREVIATION I A10B SYMBOLS A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL— BRIDGE ES -7C SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS— ELECTRICAL DETAILS, STRUCTURE INSTALLATIONS ES -7E SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS— ELECTRICAL DETAILS, STRUCTURE INSTALLATIONS - ES -13 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS— SPLICING DETAILS PUBLIC WORKS DEPARTMENT Wei Te Koo LAYOUT BY N . Shu CHECKED A • Wa n g PROJECT ENGINEER SPECIFICATIONS BY J. Orie PLANS AND SPECS J. Orie CITY OF BAKERSFIELD COMPAORIGINAL SCALE IS IN INCHES CU FOR REDUCED PLANS n 2 3 FA TYPICAL SECTION Y2, = 11_0„ BRIDGE NO. 50C-157 CHESTER AVENUE PEDESTRIAN OVERCROOSING POST MILE I GENERAL PLAN DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER REVISION DATES — 1 4 r To of RW beyond Existing WT7x24.7± P Y t -L B Rigid steel conduit Relocate exist I to match exist controller cabinet Top of deck I 6" — I I o I ;---- ,, —�- _ 4 Tin Existing end diaphragm I I C12x20.7± + ---- ___ ( I I Eq — O Abut external I 4 – – �� — {i{ 1 " I � Eq `L--� I ' shear key - 0 4" min I _ _ Saw cut, typ --�--- - - =--1- _ _ _ _ _ _ Exp polystyrene, typ �- Flexible steel conduit Existing conc lip _ - -- - � to remain -- -- --� ,, 1 -_ - - -- to match exist - -- -- Existing V–groove I I I Top of seat I I I I Remove existingt sting _ I ? I g Remove � I conc lip I 1Y4 0± Anchor bolt l to remain, typ existing conc lip I �` Saw cut existing I i l 1'�–�» ' 1',-01$ { YP T T YP t � � B ELEVATION 1" = 1,-0" 6 (L Brg Abut Y2"O galvanized "+ rod in 1"0 hole 1„ x1 –10 ± a A36 Steel !�, typ __ _- __ __ Existing W27x145± I � %2"O mechanical expansion anchors 1 I , , , Exp Polystyrene I ! , Cut timber blocking to match dr pack chamfer I I 1 = _ #5 Y 0 (tot 2) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 6- KERN' _ 31 44 QRpF E SS/p�,�� REGISTERED CIVIL ENGINEER DANIEL S. WEDDELL m Uj No. 59834 PLANS APPROVAL DATE * EXP_ 12-31-03 �Inc.W. KOO & ASSOCIATES ncs�q� c I v I L F 600 THE CITY PARKWAY WEST, SUITE 310 OF ORANGE • CA 92868 Existing drain ditch -- I I ; to remain 2„ Abutment seat extender ,I I cl r #5 3 Drill & bond �� 1 dowel into 10 deep hole #5I ( Match dowel spacings V Existing I I 1 Exp Jt 1 2„ 'Exist rebor to remain Existing formed Roughen the existing texture liner texture within the area to %4" beneath the valley of groove Y2"O galvanized Note: rod in 1"0 hole, typ Remove existing electrical Abutment 1 shown, abutment 3 similar. Treated timber blocking, YP t conduit & grout the hole Transverse 10 1,_0„ Relocated electrical 10" conc shear key conduit (core hole & grout) Backwall +I 6" C) Existing ( 1 drain ditch to remain +I ---- - -- -� --�- Irt_�� -_ -� ;- -- - -- -- - - II- _ _– - Existing C:) Exp Jt Br i 9 o ^ I _ – lil� I I Existing Bearing Device, typ _ _ II I 5 D I ki-� D # , o T. VA N Existing conc lip 2, typ Existing ret wall 1 to remain Face of abut Drill & bond dowels spacings 1 8„ 9„ 9„ 1 (L Girder Existing flexible electrical conduit O 0 o . Note: The Contractor shall verify all controlling field dimensions M before ordering or fabricating any material. 0 Q O' DESIGN OVERSIGHT LO SIGN OFF DATE 2" c r "', #5 Typ @ 1'-0" max PLAN 1"= 1'-0" 1 Paint black & yellow warning stripe, see specifications, typ g„ ( g„ 8„ (L Girder DESIGN eY D. Weddell BY DETAILS N. S h u QUANTITIES BY D. Weddell R 4x12> see "De Top #8 Drill & be into 8" deep @ 12 (tot 6) e 10" Legend: 1" = 1'-0" (L Brg Abut I SECTION D -D 1" = 1'-0" CHECKED X Wu PUBLIC WORKS DEPARTMENT Wei Te Koo CHECKED CHECKED A. Wang CITY OF BAKERSFIELD PROJECT ENGINEER H. H a rou n ORIGINAL SCALE IS IN INCHES CU FOR REDUCED PLANS p 1 2 3 1EA Denotes conc removal 5/8"Ox8" Stud (tot 5) Remove dry pack chamfer this side I 3– #5 n L o U� @ 5 max Notes: 1. Bottom of 4" F11 to match bottom of keeper plate. 2. All steel parts shall be galvanized after fabrication. R 4x12x1'-6" DETAIL 1 2„ = 1'-0" _`1- Brg-Abut BRIDGE NO. CHESTER AVENUE PEDESTRAIN OVERCROSSING 50C-157 POST MILE ABUTMENT DETAILS DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER REVISION DATES 2 4 1 6'-4"± .I To of RW beyond Existing WT7x24.7± P Y t -L B Rigid steel conduit Relocate exist I to match exist controller cabinet Top of deck I 6" — I I o I ;---- ,, —�- _ 4 Tin Existing end diaphragm I I C12x20.7± + ---- ___ ( I I Eq — O Abut external I 4 – – �� — {i{ 1 " I � Eq `L--� I ' shear key - 0 4" min I _ _ Saw cut, typ --�--- - - =--1- _ _ _ _ _ _ Exp polystyrene, typ �- Flexible steel conduit Existing conc lip _ - -- - � to remain -- -- --� ,, 1 -_ - - -- to match exist - -- -- Existing V–groove I I I Top of seat I I I I Remove existingt sting _ I ? I g Remove � I conc lip I 1Y4 0± Anchor bolt l to remain, typ existing conc lip I �` Saw cut existing I i l 1'�–�» ' 1',-01$ { YP T T YP t � � B ELEVATION 1" = 1,-0" 6 (L Brg Abut Y2"O galvanized "+ rod in 1"0 hole 1„ x1 –10 ± a A36 Steel !�, typ __ _- __ __ Existing W27x145± I � %2"O mechanical expansion anchors 1 I , , , Exp Polystyrene I ! , Cut timber blocking to match dr pack chamfer I I 1 = _ #5 Y 0 (tot 2) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 6- KERN' _ 31 44 QRpF E SS/p�,�� REGISTERED CIVIL ENGINEER DANIEL S. WEDDELL m Uj No. 59834 PLANS APPROVAL DATE * EXP_ 12-31-03 �Inc.W. KOO & ASSOCIATES ncs�q� c I v I L F 600 THE CITY PARKWAY WEST, SUITE 310 OF ORANGE • CA 92868 Existing drain ditch -- I I ; to remain 2„ Abutment seat extender ,I I cl r #5 3 Drill & bond �� 1 dowel into 10 deep hole #5I ( Match dowel spacings V Existing I I 1 Exp Jt 1 2„ 'Exist rebor to remain Existing formed Roughen the existing texture liner texture within the area to %4" beneath the valley of groove Y2"O galvanized Note: rod in 1"0 hole, typ Remove existing electrical Abutment 1 shown, abutment 3 similar. Treated timber blocking, YP t conduit & grout the hole Transverse 10 1,_0„ Relocated electrical 10" conc shear key conduit (core hole & grout) Backwall +I 6" C) Existing ( 1 drain ditch to remain +I ---- - -- -� --�- Irt_�� -_ -� ;- -- - -- -- - - II- _ _– - Existing C:) Exp Jt Br i 9 o ^ I _ – lil� I I Existing Bearing Device, typ _ _ II I 5 D I ki-� D # , o T. VA N Existing conc lip 2, typ Existing ret wall 1 to remain Face of abut Drill & bond dowels spacings 1 8„ 9„ 9„ 1 (L Girder Existing flexible electrical conduit O 0 o . Note: The Contractor shall verify all controlling field dimensions M before ordering or fabricating any material. 0 Q O' DESIGN OVERSIGHT LO SIGN OFF DATE 2" c r "', #5 Typ @ 1'-0" max PLAN 1"= 1'-0" 1 Paint black & yellow warning stripe, see specifications, typ g„ ( g„ 8„ (L Girder DESIGN eY D. Weddell BY DETAILS N. S h u QUANTITIES BY D. Weddell R 4x12> see "De Top #8 Drill & be into 8" deep @ 12 (tot 6) e 10" Legend: 1" = 1'-0" (L Brg Abut I SECTION D -D 1" = 1'-0" CHECKED X Wu PUBLIC WORKS DEPARTMENT Wei Te Koo CHECKED CHECKED A. Wang CITY OF BAKERSFIELD PROJECT ENGINEER H. H a rou n ORIGINAL SCALE IS IN INCHES CU FOR REDUCED PLANS p 1 2 3 1EA Denotes conc removal 5/8"Ox8" Stud (tot 5) Remove dry pack chamfer this side I 3– #5 n L o U� @ 5 max Notes: 1. Bottom of 4" F11 to match bottom of keeper plate. 2. All steel parts shall be galvanized after fabrication. R 4x12x1'-6" DETAIL 1 2„ = 1'-0" _`1- Brg-Abut BRIDGE NO. CHESTER AVENUE PEDESTRAIN OVERCROSSING 50C-157 POST MILE ABUTMENT DETAILS DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER REVISION DATES 2 4 1 +I I �Bent 2 -H I Longitudinal bracket, typ I, r„_L Y,'—A)' I 1'-CZ1)-- 3" TYP (L Existing Girder, typ , (L POC - A '— - - I , I , -- -- -- -- -- -- — -- -- -- -- -- -- -- -- -- -- -- 2" -- - -- -- - _ -- -- -- r 0 0 S "� —�1 l o o; Existing Sole FE Existing W27x145± o o' B C /8 W x0 8 3 ' o o - 8X3/x1'-3"± I Studs (o o f l o 0 Existing Keeper fi' r- - - - - - - - - - 12" 7X5/8x1 — 4"± 5 2 3 @ Eq spaces 9» Ga Existing bearing bar 0 4'� 0 # clr Typ o 0 214"x2x1'-0" / Existing Masonry I`11 -- -- - 8x15/8x1'-11%2"± - - -- 6d i i i I '' I I I III I III I III III I I I I I Existing 1/2 D ± III I III III I YPack I I`! ( I I I 1 2" Iclr �I L ___ -�� I I I B ! C I I I I I I TYP, I I I ! I I I) ( I, I A , I I I Saw cut all around, typ �' ► ; j I I� Existing reinf+ _ ,..��� F -F to protect in place, typ I i I , I 10„ TIC2 I i ' " I 1 1 5/8"0 x1'_0" Studs Note: The Contractor shall verify all controlling field dimensions SECTION before ordering or fabricating any material. 1" = 1'-0" DIST COUNTY ROUTE POST MILES SHEET TOTAL PROJECT NO. TOTAL SHEETS 6 KERN Wei Te Koo BRIDGE N0. 32 44 DETAILS BY N. Shu CHECKED A. Wang DESIGN OVERSIGHT REGISTERED CIVIL ENGINEER POST MILE BENT DETAILS N 0. 1 DANIELS. WEDDELL m BY D. Weddell 0'- No. 59834 PLANS APPROVAL DATE * Exp. 12-31-03 W. KOO & ASSOCIATES Inc. �9� C I V I L DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF EARLIER REVISION DATES - - R194/QQ 3 4 F 600 THE CITY PARKWAY WEST, SUITE 310 OF OPS-\�` ORANGE • CA 92868 (. Brg (L Bent IL Brg -- -- -- -- -- Existing W27x145± I Existing C12x20.7 _ I -- -- -- -- -- -- -- ----- ---_ ----T- -- -- � f I� Existing II' WT 7x24± I 1 1 /4 � galvanized HS Rod with nut & washer I 7± I', 8± 8± II 7±1 Drill 1Y2 P) 0 hole 1" Gap through WT i inside 1 only, , typ US -1. —_— - - - - I - - - - - - - ----_--_-- ILL 11-L. I 178» See "Longitudinal TyPI I I Restrainer Bracket" on I I I I � I I l i II II I II II "Bent Details No. 2" sheet 11 II Ij jl Existing 1Y4"±0 Anchor bolts to remain, typ Legend: r//A Denotes Bridge removal (portion) Note: For" Sections B—B, C—C" & "Longitudinal Restrainer Bracket", see "Bent Details No. 2" sheet SECTION A -A 2" = 1'-0" W DESIGN BY D. Wedd ell CHECKED X Wu PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD Wei Te Koo BRIDGE N0. CHESTER AVENUE PEDESTRAI N OVERCROSSI N G 50C— 157 DETAILS BY N. Shu CHECKED A. Wang DESIGN OVERSIGHT PROJECT ENGINEER POST MILE BENT DETAILS N 0. 1 QUANTITIES BY D. Weddell CHECKED H. Haroun SIGN Vf� VMIE ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS2 J CU -A DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF EARLIER REVISION DATES - - R194/QQ 3 4 0 1 f2" mini 3" max 3" min I IL Bent 3" min I 1 6 I 11 SII I III 1 , I I I I I 14 13 Equal spaces I 4„ 1 1 Tin i I mII 2'-6"+ I 1_ SECTION B—B 2„ = 1'-0” 5/8"0 Studs (tot 8) Sawcut 1 %2" min #5 3" m a x #5 Drill & bond dowel Existing rebar to protect in place, typ SECTION C—C 2" = 1'-0" Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 4 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS 6 KERN CHESTER AVENUE PEDESTRAIN OVERCROSSING 50C 157 DESIGN OVERSIGHT 33 44 �� o QROFESSIp�,�� POST MILE BENT DETAILS NO. 2 REGISTERED CIVIL ENGINEER BY D. Weddell CHECKED H, Haroun DANIEL S. WEDDELL SIGN OFF DATE LU `" No. 59834 PLANS APPROVAL DATE * EXP. 12-31-03 W. KOO & ASSOCIATES Inc. s�qT C I v I L 600 THE CITY PARKWAY WEST, SUITE 310 OF CNOF4 ORANGE • CA 92868 3/" Stiffener R fE 1 x6x1'-8" I co Rod Restrainer I IE 2x6x6" %g"0 A325 HS bolt with PLAN nut and washer (tot 7) it -2)0 lap 5 1 %2"0 Hole /8 1„ #5 �� @ 9 (tot 4) 5/8 to match dowel Bent cap transverse Shear key #5 Drill & bond dowel, typ. Bridge removal Sawcut, typ -Existing Bent cap Note: All steel parts shall be galvanized after fabrication. Legend: (L Rod Restrainer Denotes Bridge removal (portion) 3/4" Stiffener IE, typ 5/16 5/16 TYP 1 0\4 I I 1" Cope �% I Y2„ 1 Y2" 4 @ 3 Y211 ELEVATION LONGITUDINAL RESTRAINER BRACKET 3" = 1'-0" Note: All Longitudinal Restrainer Bracket steel plates are A572 Grade 50. t_� I DESIGN BY D Weddell CHECKED X. WU PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD Wei Te Koo BRIDGE NO. CHESTER AVENUE PEDESTRAIN OVERCROSSING 50C 157 DESIGN OVERSIGHT DETAILS BY N. Shu CHECKED A. Wang PROJECT ENGINEER POST MILE BENT DETAILS NO. 2 QUANTITIES BY D. Weddell CHECKED H, Haroun SIGN OFF DATE ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS 0 1 2 3 CU EA DISREGARD PRINTS BEARING =�=24 EARLIER REVISION DATES4 REVISION DATES PRELIMINARY STAGE ONLY SHEET OF 4 t_� I X i X -- x X i DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS A BB 945'-411± (Measured along Bridge) EB 106 KERN 34 44 ,_0+ , ,_0„+ 400`-0„± 99,_0„+ _01,_2,J 99 2 C 100_0 200 145-0 4 C pRpFESSipNq� '---- Brg 20'-011+ Exist Hinge -----*,.201-011 + Brg-►-I REGISTERED CIVIL ENGINEER�� ��� _� barrierKR17x\\ C A AExist __ ` _ _ _ __ __ __ __ __ A A C w T.W. DUDLEY == _= No. 39514 --�-- "a= PLANS APPROVAL DATE 12/31/99 - -___'_Exp.D B D D LIM & NASCIMENTO ENGINEERING CIVIL12 Mauchly, Bldg LoFCElev�Elev Elev ��//�Elev Q - Elev - --- Q -- - Elev Elev - -- Elev ���Elev--� ��-�� Elev Irvine, California 92618 407.2± - = 407 8 - C\ + + +I ° 409.5 ± +I ° _ 410.1 ± 410.1 ± 410.6 ± 410.0 ± t! cv 409.5 ± + + cU L 408.4 - 409.5 - V- �, _ The State of Callfornlo or its officers or agents shall not be responsible Abut 1 Bent 2 °o �_ e Bent 3 Pier 4 � Ei Pier 5 00 o Pier 6 Bent 7 Bent 8 Bent 9 Abut 10 for the accuracy or completeness of electronic copies of this plan suet. Datum Elev 365.0 �' N ii o `” � o LEGEND 11+00 12+00 13+00 Piers symmetrical about 0 Bridge 631-0"± 14+00 15+00 ELEVAT Exist Conc Barrier Railing Typ =xist Steel Plate girder, Typ AZT Exist Exist Post - 1” =40' ?6+00 ION 3►_611 ± 21-011+ 26f-011+ +1 (0 -1.5010 -, r -I 1-1T, —1 n r- 17+00 18+00 19+00 20+00 UTILITY LEGEND Bridge 63'-0,1 + 21_0„+ 31_611+ 261-011+ 1.59b' Tr --1 T= D�] U Exist Electrical conduits Exist Communication line ---Exist Conc Barrier Railing Typ Exist Steel Plate Girder, Typ — - - -- Denotes existing structure Denotes new construction Direction of traffic Point of minimum vertical clearance RETROFIT LEGEND AU Bent Cap Bolster, Shear Key and Catcher Block ® Lateral Stay and Seat Extension © Abutment Seat Extension and Shear Key D� Shear Keys and Catcher Blocks 24'-0” Pier Ca11 p Tensioning Rods I� M � 12'-0” 12'-0" - '-0" '-0" 1 1-- Exist Bent Cap I D 16Relocate existing portions 164'-O"0± of deck drain where interfering Exist 4'-0" 0± ' ,1 ' ' i ' Relocate existing portions — Exist Pier i; , with new retrofit construction Column, Typ ' + ' of deck drain where ( I. Typ 28 01! - interfering with new I I Approx OG retrofit construction I of Track I I 1 Approx OG a Typ I I 7�1A---,--- -- - � �,- -- -- -- -- UT -Ti,��,� N Clearance I Envelope 90° I Plane across PIERS 4 & 5 PIER 6 [- I--� [_ �-� I I top of rail Exist 2„+ -91 Steam co BENTS 2, 3, 7, 8 & 9--”—— -- -- TYPICAL SECTION 4"f� Water ( 2 +1 IQ /, = 1,_0„ ,_ , „+ , TYPICAL SECTION TEMPORARY CONSTRUCTION I 16 1� - t U ,r = 1,_0,1 Exist 12V ± SD I Exist 16,_0„± �� ^ I Ex1 CLEARANCE ENVELOPE Exist Track, Typ Hinge I I 1 Exist No Scale I 1 -, --33-8-%2 "± --I-- --I -- 12,1 ± sewer w To Westchester I -- - EB 19+ 96.30+- w 27-10/ I Elev 442.46- 4-1+I - -- -- -- - -- -- -- - I - - o -S -- ll� h -- I --S I III -S Q MH --S I -- --S1 - - j lu l- T zo 'Cr --� I _ II -- -- -- -- -l- -- -- -- -- -- -- - _ I N � Beale Ave _= 1-=- __ __ � 3=---= II — , =14 I = __- -1115 1 _ , __ _ � 116 -- -- -= 7 -- - \ -- 18 -- --- _- 9 =----=r-- -_ I 20 o N16014'03"E- - _111D - - - - SD - - - - SD - - SD SD MH ��- I I _ I 1 1 1111 C\j To East Bakersfield C0 Inlet ,� MH I co Notes: +I „+ 27,_91,+ 1 1 1 1 1 f " Lt I J -i LL LL ' 20'-8% "+ � I I +� � w 7EB-B 10+50.96± , C\j0 1 1 Exist 24 -� I, ,.. ... I V I I I I I I I I I 1 ?- I Cl) 1 P + 1 0 EE G) I I ` +' 1 � j I 1. For "Index to tans", see �1 Elev 435.65- o Storm Drain , ��+ �' e Bent Retrofit Details No. 1 sheet. 1 0 (Abandon) + I I 15 -11/ - 191-6 211± Exist 4"+0 Water +' I v °, Exist 291- Steam °' °' Note. 2. For "General Notes" and "Standard Plans” � The Contractor shall verify all Exist 4 1/ +0 Gas I Exist 2"±0 Air Note: .°, see "Bent Retrofit Details No. 2" sheet. controlling field dimensions before - PLAN Horizontal clearances shown are measured from ordering or fabricating any material. 1,1 = 40' face of existing Pier to (t nearest existing track. EARTHQUAKE RETROFIT DESIGN BY T. W. DUDLEY CHECKED M. CHAR LOAD FACTOR PREPARED F R THE BRIDGE NO. S. SUN/R. FERESHTEHNEJAD DESIGN G.J. NASCIMENTO 50C-0173 B E ALE AVENUE O VE R CR O SS I N G DESIGN OVERSIGHT DETAILS BY N. MORCILLO CHECKED T. W. DUDLEY LAYOUT BY N. MORCILLO CHECKED M. CHAR CITY OF PROJECT ENGINEER POST MILE QUANTITIES BYT. W. DUDLEY CHECKED M. CHAR SPECIFICATIONS BY T. W. DUDLEY COMAREDD SPECS T.W. DUDLEY A ER F I ELD GENERAL PLAN JWV Vf f Ut{i L ORIGINAL SCALE IN INCHES CU 06-153 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 2 3 EA 06-1-02116 EARLIER REVISION DATES x x X -- x X 0 Girder, Typ Relocated exist deck drain pipe Symmetrical about Bridge See "Note 2" 6'-9" + I Typ I ' I I Exist Girder 1-7 — - - �-- 48,fx3/ff f Web Typ,7= L=FI 1 ,---- -- _ — - I I / 2`-4!, Typ Detail I—Ai Abut Key/Seat 4'-8" Typ I extension, Typ II Typ I u�'--Exist deck drain See Notes 1 & 2 Exist Ftg I ` Top of exist i I sidewalk 1 ELEVATION Notes: 1. Relocate existing deck drain pipe 1/„ 1'_Of, Notes: (continued) as shown. 2. For "Deck Drain Reconstruction Detail" see "Pier Retrofit Details No. 4" sheet. 1 I I i I I 1 I I I I I Exist Ftg i I i I i I i I I I Bearing- � I -44 I I i -I 0 I I Exist deck drain Total 2 each Abut.— Remove & relocate interfering portion. Exist Ftg I girder, Typ Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. S. SUN/R. FERESHTEHNEJAD DESIGN OVERSIGHT SIGN OFF DATE #5 u5Typ #5 tot 2 #6 #5 cont, tot 12 Roughen exist conc surface #6 #6 @ 12 each - way drill & bond in 12" deep hole Typ 3. Bearing Vs to be installed parallel to the existing girder flange (following girder. slope). 4. The Contractor shall locate existing #11 bars to clear the new #6 dowels. Symmetrical #5� about Bridge i 6`-9" Typ #5 I I Roughen conc sur Exist Girder Flange, Typ Relocated exist Abut Shear Key and deck drain pipe Seat extension, Typ PLAN Abutment 1 shown, '/" = 1`-0!' Abutment 10 similar DESIGN BY T. W. DUDLEY DETAILS BY N. MORCILLO QUANTITIES BY T. W. DUDLEY Exist Girder Exist Girder rr Bearing lE See "Beari► tv Plate Detail" DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. I SHEETS 06 KERN 255 4-4 Exist 411 reinf See "Note 4" SECTION A -A Note: 1" = 1'-0" For information not shown see "Section B -B" I Cvi nt llirnl�r _ f r"rn rQ SECTION B-8 Studs M Note: For information not shown see "Section A -A" CHECKED M. CHAR PREPARED F a R T H E CHECKED T. W. DUDLEY CITY OF CHECKED M. CHAR BAKERSF I ELD ORIGINAL SCALE IN INCHES 7 FOR REDUCED PLANS O 2 3 - . - -- QQOFESSIoNgI =GISTERED CIVIL ENGINEER T.W. DUDLEY No. 39514 _ LANS APPROVAL DATE +� 12/31/99 M & NASCIMENTO ENG (NEER ING Exp. Mauchly, Bldg L s�9lF CIVIL F��\�OR`�\Q vine, California 92618 State of Ca/lfornla or Its officers or agents shall not be responsible the accuracy or completeness of electronic copies of this plan sheet. #6 SECTION C- C 2!! = 1!-o,f Exist Girder, 1" c/r Typi Bearing 1E, Typ "Bearing Bearing #5 x "3'-6!! 1'-6" 9"t 9"} Plate Detail" tot 2 each side Typ #5 D tot 4 A I each side of N U exist girder #5t t -*y 1 i C% L— __ tom' 5 to 2 each side #5 tot 3 -- Exist Abut Seat 2" clr Typ Exist 1%"0t Anchor bolt Typ 3" l 3 5) l 3q f 1 3 !, #5 tot 3--'4-� A each face #5 — ELEVATION "0 x 4" Stuc ., tot 3 per f? DETAIL 1 1" = 1' -Of! SECTION D -D BEARING PLATE DETAIL #5 tot 2 � � Typ p l__ #6 n tori 3 Typ #6I ITyp �---- #6 Do w e I �- Typ - #5 tot 3 Note: Deck drain not shown for ciarlt y. 3/ See "Note 3" EARTHQUAKE RETROFIT BRIDGE N0. G.J. NASCIMENTO 5OC-0173 BEAL.E AVENUE OVERCROSSIN PROJECT ENGINEER POST MILE ABUTMENT T R DETA!LS ��/�E CU 06-153 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) 7 SH EA 06-L021160 EARLIER REVISION DATES —� x x x -- L X End of exist Bent Cap ----- Bent- F Exist deck drain Total 2 each Bent.— Remove & relocate, interfering portion. Exist deck drain See Notes 4 & 5 - End of exist Bent Cap-----,". G 0 0 i o� 0 11-6 111- Exist 1+ III 281-611 + Typical Shear Ke & Catcher Block (P Girder, Typ "----Relocated exist PART PLAN deck drain pipe 2 / j 13-4 + - Relocated exist deck drain pipe See "Note 511 Symmetrical about (P Bridge co J4- _U 4- X _U #6 I Symmetrical about 0 Bridge �---- � Girder, Typ I 1. B A E E � i I I-- - - -- -- -- - -- _ I I T T T DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 06 KERN 36 44 Exist Girder cz�f� — REGISTERED CIVIL ENGINEER QROFESSIpNq� T.W. DUDLEY m \ \ PLANS APPROVAL DATE No,39514 LIM & NASCIMENTO ENGINEERING EXp.12/31/99 i 12 Mauchly, Bldg ql CIVIL � Bearing , , \ g L F �Fo Irvine, California 92618 OF CAS i 1 " cl r , 1'-6" The State of California or Its officers or agents shall not be responsible T yT y p T y p for the accuracy or completeness of electronic copies of this plan suet. ---I-- VIEW -- +r v U V1EW E—E 111 = q, -O,► Note: All reinf symmetrical about (t Girder Slope to drain 2% #8 (top) ---� Relocated exist - deck deck drain pipe #5 cont Typ Roughen exist concrete surface ----_ #6 0 C 12 - #6n Typ ,ng ) , TYn See "Note 3" �.a--- tt Bearing Top of exist I I Bet Cap #6 drill & bond in 12" deep holes, Typ INDEX TO PLANS a'I #11 (bottom)5HCC I No. i !1 Lt co I , i W Q 13 See Note 211 1. GENERAL PLAN _ — — d co 2. ABUTMENT RETROFIT DETAILS #6 Dowel, Typ I-9 e — 9 0 9 J -- - - 3. BENT RETROFIT DETAILS No. 1 0�) 4. BENT RETROFIT DETAILS No. 2 I 5. PIER RETROFIT DETAILS No. 1 G , , 6,1 r♦- I A I 6. PIER RETROFIT DETAILS No. 2 ! I i Some reinf not shown SECTION C_ C 7. PIER RETROFIT DETAILS No. 3 I i C 4� Pipe strap, Typ for clarity - 1" = 1'-o1. 8. PIER RETROFIT DETAILS No. 4 Note: 9. HINGE RETROFIT DETAILS No. 1 6" ' 6 C 12 = 6-0" '1'-0". 5 equal spaces I 1`-3" 1'-3" I 12 equal spaces I Dowel spacing, Typ For information not 10. HINGE RETROFIT DETAILS No. 2 shown see "Section A -A" 11. AS -BUILT LOG OF TEST BORINGS 12'-611+ B Notes: Bent Cap Cantilever ' 4. Relocate existing deck drain pipe 1. For Sections A -A & B -B, and for Views D -D & F -F, as necessary to avoid conflict with LJ see "Bent Retrofit Details No. 2" sheet. new retrofit construction. �--(P Exist 4`-01'Xf Column 2. #11 bars shall not be lap spliced. Splices in #11 bars shall5f� " , For Deck Drain Reconstruction Detail BENTS 2,3,7,8 & 9 be made by butt weld or sleeve mechanical couiper. and "View G -G", see "Pier Retrofit Note. Stagger adjacent splice locations at 2-6 minimum. Details No. 4" sheet. The Contractor shall verif y all PART BENT ELEVATION controlling field dimensions before It Iil- 3. For Bearing Plate Details, see "Abutment Retrofit ordering or fabricating any material. � 1-0 Details" sheet. EARTHQUAKE RETROFIT DESIGN BY T. W. DUDLEY CHECKED M. CHAR PREPARED FOR THE BRIDGE N0. S. SUN IR. FERESHT EHNEJAD BY CHECKED T. W. DUDLEY CITY OF G.J. NASC I MENTO 5OC-0173 B E A L E AVENUE O V E R CR O S S I N G DESIGN OVERSIGHT DETAILS N. MORCILLO ROJECT ENGINEER POST MILE SIGN OFF DATE QUANTITIES BY T. W. DUDLEY CHECKED M. CHAR IBAKERSF I ELD' BENT RETROFIT DETAILS N O ,, 1 ORIGINAL SCALE IN INCHES CU 06-153 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 EA 06-LO2116 EARLIER REVISION DATES 3 11 #5 tot 2 #50 tot 4 x #5 tot 3 — x -- X #8 cont `O total 3 I #6 0 .@ 12 -- #5 cont total 10 Roughen exist conc surface 411 cont, tot 3 See "Note 1"— #5 tot 2 Bearing o Exist Girder I � I � Exist Bent Cap 3 1 Typ 11-6 11 1 SECTION A -A 111 = 11-0 ll #6 �� drill & bond in 12" deep hole, Typ - - - - ,, Exist Girder #5I I tot 3 Bearing Typ, UNO -"� Exist Bent Cap, I #5 tot 3 - '(top bars) �' U I CV) #5 -r'_ #5 x3-6" #5 D to Typ #6F #6 n tot each sic #8 tot 3 #5 H — C #6 Dowel, Typ___< #8 tot 3 Relocated exist deck drain pipe #5 cont, tot 10 --- Roughen exist conc surface #6 @ 12 #11 tot 3 ------_ (bottom) See "Note 1" 11-011+ Typ i Top of Ben t C<, (be yon #6 #51 r dowels Tots 3 I1 Typ SECTION 8-8 Note: 1" = 1`-0" The Contractor shall verif y all controlling field dimensions before ordering or fabricating any material. X S. SUN/R. FERESHTEHNEJAD DESIGN OVERSIGHT SIGN OFF DATE End of exist Bent Cap Notes: 1. For information not shown, see "View L) -L)" 2. Deck drain pipe not shown for clarity. i #60C12— #5 tot 2.. Typ 0 Girder 1n"± I in`r± I BRIDGE DESIGN SPECIFICATIONS Bearing f?#5 3„ Typ See "Note Typ ATC -32 ARS Curve LOADING: Peak Rock Acceleration = 0.4g Q �4 1" cir II Fault Moment Magnitude = 6.25 REINFORCED Typ CONCRETE: (Assumed for Retrofit Evaluation) f y= 40,000 p s i co Typ A M F' 3, Typ f y =60,000 psi e __ ___ __ STEEL: 0 0 HS Bolt - A325 -X 0 All work within the railroad right-of-way shall be 0 coordinated with the railroad and performed in 0 accordance with the railroad requirements. 2. A railroad flagman is required when any work 0 0 3. A vertical clearance of 21 feet above the plane 0 0 0 0 0 0 phases of construction. For temporary, o a o 0 0 Care shall be taken to avoid contaminating 0 0 0 0 O o o O O O O O O O O 1 211 -#5 tot 3 i RA #5\lx 3'-6" tot 2. Typ each side #5 cont DESIGN BY T. W. DUDLEY CHECKED M. CHAR DETAILS BY N. MORCILLO CHECKED T. W. DUDLEY QUANTITIES BY T. W. DUDLEY CHECKED M. CHAR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ,rr 1 l c ul V VIEW F— F See "Note 1" 1l1 = 11-011 PREPARED FOR THE CITY OF BAKERSF I ELD I I I I I I F 0 1 •2 3 G. J. NASC I MENT O PROJECT ENGINEER CU 06-153 EA 06-LO2116 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 06 KERN 37 1 44 --r—� - ' - -- �vc)FESS/p�qt REGISTERED CIVIL ENGINEER T. W. DUDLUJ EY PLANS APPROVAL DATE N0 39514 * LIM & NASCIMENTO ENGINEERING Exp. 12/31/99 12 Mauchly, Bldg L ,glF CIViL Irvine, California 92618 of cA��F The State of California or Its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. GENERAL NOTES LOAD FACTOR DESIGN DES /GN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO with Interims and Revisions by CALTRANS) SEISMIC ATC -32 ARS Curve LOADING: Peak Rock Acceleration = 0.4g Soil Profile = Type D Fault Moment Magnitude = 6.25 REINFORCED Existing Concrete CONCRETE: (Assumed for Retrofit Evaluation) f y= 40,000 p s i f'c = 5,000 psi New Concrete (Bridge) f y =60,000 psi f'c = 3,250 psi STRUCTURAL ASTM A709 STEEL: f y= 36,000 p s i HS Bolt - A325 -X RAILROAD: 1. All work within the railroad right-of-way shall be coordinated with the railroad and performed in accordance with the railroad requirements. 2. A railroad flagman is required when any work is performed within 25 feet of the nearest rai.i. 3. A vertical clearance of 21 feet above the plane of the top -of -rail and 12 feet horizontal at right angle from center line of track on both sides of the track shall be maintained through ail phases of construction. For temporary, construction clearance envelope, see "General Plan" sheet. 4. Care shall be taken to avoid contaminating ballast. #6 dowel, Typ STANDARD PLANS DATED JULY, 1992 A 10A ABBREVIATIONS A10B SYMBOLS BO -1 BRIDGE DETAILS ABBREVIATIONS Notes: UNU Unless Notecf Utnerwise 1. #11 bars shall not be lap spliced. Splices in #11 bars shall be made by butt weld or sleeve mechanical coupler. Stagger adjacent splice locations at 2'-6" minimum. 2. For Bearing Plate Details, see "Abutment Retrofit Details" sheet. 3. Lap #5 bars 1'-9" minimum. EARTHQUAKE RETROFIT BRIDGE N0. 5OC-0173 BEALE AVENUE OVERCROSSING POST MILE BENT RETROFIT DETAIL No. 2 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER REVISION DATES 4 11 G J_ -� . x Exist anchor 5x24x5r-3% rrt — Se e "Note. 3" Symmetrical (P Exist (t Bridge Exist Girder, Typ , 61-911+ Exist HS Post- Typ , tensioning rods I I I (E II I I i I I II I i I 1 I I 1 I it I I x 11_6 rr + Exist deck drain Total 2 each Pier. — Remove & relocate interfering portion. End of exist Bent Cap Exist deck drain See "Note 7" x -- Exist G anchor plate t� +I O o x Typ 7Relocated exist deck drain pipe Relocated exist deck drain pipe See "Note 7"---� 10 Typ PIERS 4 AND 5 PART PLAN Note.. Exist Girders not shown. 2 11 _ it -oil Pier 5 shown Pier 4 similar Top of exist Pier Cap Exist 5- HS Post -Tension Rods, Typ each side of exist Pier Cap See Notes 2 & 3 and "Detail 1" L (t Pier CU 0 - co O Z) 4 - O Symmetrical about 0 Bridge I I I--- r—_------- ------__ 1 ' G I- - - - - - - Err 0)Tr 1 ` G I 4@ 12 I 11-4f1 A Pipe strap, Typ —0111 I I G 12,_0,1 + I 611 + , I , I � Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. X S. SUN/R. PERESHTEHNEJAD DESIGN OVERSIGHT . N OFF naTF i i #6 Dowels C 12 Dowel spacin PIERS 4 AND 5 PART PIER ELEVATION Note: Exist Girders not shown. 2 11 _ 11_011 DESIGN BY T. W. DUDLEY DETAILS BY N. MORC I LLO QUANTITIES BY T. W. DUDLEY CHECKED M. CHAR CHECKED T. W. DUDLEY CHECKED M. CHAR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 - Bottom of exist Pier Cap #5 #6 I I See "Note 5" #5 0 @ 12 - #5 cont, tot 3 #5 @ 12 alternate hooks See "Note 6" #5 tot 11 Relocated exist deck drain pipe #5 cont, tot 3 +I 0- DIST COUNTY U POST MILES TOTAL PROJECT SHEET N0. TOTAL SHEETS � 06 KERN CV +I L 44 00 04 )q ESS1pNq� 00 REGISTERED CIVIL ENGINEER I C] T.W. DUDLEY + , +i PLANS APPROVAL DATE * 92/37/99 Exp. SIM & NASCIMENTO ENG (NEER ING ��91F 12 Mauchly, Bldg I W Symmetrical (P Exist (t Bridge Exist Girder, Typ , 61-911+ Exist HS Post- Typ , tensioning rods I I I (E II I I i I I II I i I 1 I I 1 I it I I x 11_6 rr + Exist deck drain Total 2 each Pier. — Remove & relocate interfering portion. End of exist Bent Cap Exist deck drain See "Note 7" x -- Exist G anchor plate t� +I O o x Typ 7Relocated exist deck drain pipe Relocated exist deck drain pipe See "Note 7"---� 10 Typ PIERS 4 AND 5 PART PLAN Note.. Exist Girders not shown. 2 11 _ it -oil Pier 5 shown Pier 4 similar Top of exist Pier Cap Exist 5- HS Post -Tension Rods, Typ each side of exist Pier Cap See Notes 2 & 3 and "Detail 1" L (t Pier CU 0 - co O Z) 4 - O Symmetrical about 0 Bridge I I I--- r—_------- ------__ 1 ' G I- - - - - - - Err 0)Tr 1 ` G I 4@ 12 I 11-4f1 A Pipe strap, Typ —0111 I I G 12,_0,1 + I 611 + , I , I � Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. X S. SUN/R. PERESHTEHNEJAD DESIGN OVERSIGHT . N OFF naTF i i #6 Dowels C 12 Dowel spacin PIERS 4 AND 5 PART PIER ELEVATION Note: Exist Girders not shown. 2 11 _ 11_011 DESIGN BY T. W. DUDLEY DETAILS BY N. MORC I LLO QUANTITIES BY T. W. DUDLEY CHECKED M. CHAR CHECKED T. W. DUDLEY CHECKED M. CHAR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 - Bottom of exist Pier Cap #5 #6 I I See "Note 5" #5 0 @ 12 - #5 cont, tot 3 #5 @ 12 alternate hooks See "Note 6" #5 tot 11 Relocated exist deck drain pipe #5 cont, tot 3 0 2" 171 c/r 0 0 Exist HS rods See Notes 2 & 3 and "Detail 1" #6 1— drill & bond in 12" deep `pole, Typ L� —1 I T Y p Soffit of exist Girder SECT ION A --A Note: )rr = 1r -Orr For dowel spacing see "Part Pier Elevation" Notes: 1. Adjust dowel spacing as necessary for placement between existing post -tensioning rods. The Contractor shall protect existing rods and anchor plates in place during construction. 2. Sheath existing HS rods in new PVC tubing to prevent new concrete construction from,bonding to the rods. 3. The Contractor shall determine the exact location of all existing post -tensioning rods and anchor plates before ordering reinforcement. 4. For "Section B -B", "Detail 1" and "View E -E" see "Pier Retrofit Details No. 2" sheet. Notes: (continued) 5. Bend reinf as necessary to maintain 2'r minimum clearance from existing post -tensioning rods, 7. For "Deck Drain Reconstruction Detail" 6. Place cross -ties diagonally and bend hooks and "View G -G", see "Pier Retrofit around vertical and horizontal reinforcement. Details No. 4" sheet. PREPARED FOR THE CITY OF BAKERSF I ELD I I I I I I I U 1 z s G.J. NASC I MENTO PROJECT ENGINEER CU 06-153 EA 06-L02116 EARTHQUAKE RETROFIT BRIDGE N0. 5OC-0173 BEALE AVENUE OVERCROSSING POST MILE PIER RETROFIT DETAILS No. 1 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER REVISION DATES 3 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET N0. TOTAL SHEETS 06 KERN 3e 44 00 04 )q ESS1pNq� REGISTERED CIVIL ENGINEER T.W. DUDLEY W � No. 39514 PLANS APPROVAL DATE * 92/37/99 Exp. SIM & NASCIMENTO ENG (NEER ING ��91F 12 Mauchly, Bldg �IVILA�\F���\� Irvine, California 92618 The State of Callfornlo or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. (V Pier = (V Bearing -►� i 0 2" 171 c/r 0 0 Exist HS rods See Notes 2 & 3 and "Detail 1" #6 1— drill & bond in 12" deep `pole, Typ L� —1 I T Y p Soffit of exist Girder SECT ION A --A Note: )rr = 1r -Orr For dowel spacing see "Part Pier Elevation" Notes: 1. Adjust dowel spacing as necessary for placement between existing post -tensioning rods. The Contractor shall protect existing rods and anchor plates in place during construction. 2. Sheath existing HS rods in new PVC tubing to prevent new concrete construction from,bonding to the rods. 3. The Contractor shall determine the exact location of all existing post -tensioning rods and anchor plates before ordering reinforcement. 4. For "Section B -B", "Detail 1" and "View E -E" see "Pier Retrofit Details No. 2" sheet. Notes: (continued) 5. Bend reinf as necessary to maintain 2'r minimum clearance from existing post -tensioning rods, 7. For "Deck Drain Reconstruction Detail" 6. Place cross -ties diagonally and bend hooks and "View G -G", see "Pier Retrofit around vertical and horizontal reinforcement. Details No. 4" sheet. PREPARED FOR THE CITY OF BAKERSF I ELD I I I I I I I U 1 z s G.J. NASC I MENTO PROJECT ENGINEER CU 06-153 EA 06-L02116 EARTHQUAKE RETROFIT BRIDGE N0. 5OC-0173 BEALE AVENUE OVERCROSSING POST MILE PIER RETROFIT DETAILS No. 1 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER REVISION DATES 3 Exist Girder Flange, Typ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 106 KERN 3.9 44 1 X X — — X Exist Tensic See "t & "Det Ell I See "Note 6" Top of exist #5 @ 12 CV U QR4FSS/Qyq� Typ Pier Cap each// way, Typ REGISTERED CIVIL ENGINEER O #5 @ 12 UNO #5 tot 2, Typ (beyond) Level, Typ See Note 5`� X - Typ " between exist � T. W. DUDLEY y #5 nTyp- 1clr Girders No39514 . T Typ PLANS APPROVAL DATE Ex12 / 31 /99 #5\1x 31-6" tot 2, Typ -7LIM & NASCIMEN p. TO ENGINEERING CIVIL i I j, Q i >1 v 12 Mauchiy, Bid L of cAL�F o Irvine, California 92618 ;11I 'r- I #5 tot 3 ro �-r ro Q The State of Califon la or Its officers or agents shop not be responsible - - ` - - _ _�. _ _ See "Note 4'I W co for the accurmy or ompleteness of electronic copies of this plan street. X X — — X Exist Tensic See "t & "Det i #5 0 @ 12 #5 cont, tot 3 See "Note 4" #5 i C 12 alternate hooks See "Note 5" Relocated exist deck drain pipe ---''`- #5 tot 7 #5 cont, tot 3 Note: The Contractor shall verify alt controlling field dimensions before ordering or fabricating any material. X S. SUN/R. FERESHTEHNEJAD DESIGN OVERSIGHT SIGN OFF DATE 211 clr (tBrg=0 Pier 2►_411± Exist HS rods See Notes 2 & 5 and "Detail 1" 3 --1 1 T y p #6 drill & bond - ---- v in 12" deep hole, Typ PIERS 4 AND 5 SECTION B- B 111 = 11_1111 Bottom of exist Girder Flange DESIGN BY T. W. DUDLEY DETAILS BY N. MORCILLO QUANTITIES BY T. W. DUDLEY dowel, Typ See "Note 1" PIERS 4 AND 5 VIEW E -E 011 Note: Existing deck drain not shown for clarity 111 = 11_01, 9' y Tape to sea where split Typ CHECKED M. CHAR CHECKED T. W. DUDLEY CHECKED M. CHAR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ,— . I I/ - - -I DETAIL 1 No Scale New PVC tubing (Split) 1 Yew Conc construction PREPARED FOR THE CITY OF BAKERSF I ELD 0 1 2 3 X ca E CV co Notes: 1. For Dowel spacing, see "Pier Retrofit Detail No. 1" sheet. 2. Sheath existing HS rods in new PVC tubing to prevent new concrete construction from bonding to the rods. 3. The Contractor shall determine the exact location of all existing post -tensioning rods and anchor plates before ordering reinforcement. 4. Place #5 reinforcement horizontally to maintain 2/1 concrete cover over #5 stirrups. 5. Place cross -ties diagonally and bend hooks around vertical and horizontal reinforcement. 6. For "Bearing Plate Details", see "Abutment Retrofit Details" sheet. EARTHQUAKE RETROFIT BRIDGE N0. G.J. NASCIMENTO 5OC-0173 BEALE AVENUE OVERCROSS INO PROJECT ENGINEER POST MILE E PIER RETROFIT DETAILS NO. 2 CU 06-153 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) I SHEETOF EA 06-LO2116 EARLIER REVISION DATES ----� 6 11 s, CV U i #5 0 @ 12 #5 cont, tot 3 See "Note 4" #5 i C 12 alternate hooks See "Note 5" Relocated exist deck drain pipe ---''`- #5 tot 7 #5 cont, tot 3 Note: The Contractor shall verify alt controlling field dimensions before ordering or fabricating any material. X S. SUN/R. FERESHTEHNEJAD DESIGN OVERSIGHT SIGN OFF DATE 211 clr (tBrg=0 Pier 2►_411± Exist HS rods See Notes 2 & 5 and "Detail 1" 3 --1 1 T y p #6 drill & bond - ---- v in 12" deep hole, Typ PIERS 4 AND 5 SECTION B- B 111 = 11_1111 Bottom of exist Girder Flange DESIGN BY T. W. DUDLEY DETAILS BY N. MORCILLO QUANTITIES BY T. W. DUDLEY dowel, Typ See "Note 1" PIERS 4 AND 5 VIEW E -E 011 Note: Existing deck drain not shown for clarity 111 = 11_01, 9' y Tape to sea where split Typ CHECKED M. CHAR CHECKED T. W. DUDLEY CHECKED M. CHAR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ,— . I I/ - - -I DETAIL 1 No Scale New PVC tubing (Split) 1 Yew Conc construction PREPARED FOR THE CITY OF BAKERSF I ELD 0 1 2 3 X ca E CV co Notes: 1. For Dowel spacing, see "Pier Retrofit Detail No. 1" sheet. 2. Sheath existing HS rods in new PVC tubing to prevent new concrete construction from bonding to the rods. 3. The Contractor shall determine the exact location of all existing post -tensioning rods and anchor plates before ordering reinforcement. 4. Place #5 reinforcement horizontally to maintain 2/1 concrete cover over #5 stirrups. 5. Place cross -ties diagonally and bend hooks around vertical and horizontal reinforcement. 6. For "Bearing Plate Details", see "Abutment Retrofit Details" sheet. EARTHQUAKE RETROFIT BRIDGE N0. G.J. NASCIMENTO 5OC-0173 BEALE AVENUE OVERCROSS INO PROJECT ENGINEER POST MILE E PIER RETROFIT DETAILS NO. 2 CU 06-153 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) I SHEETOF EA 06-LO2116 EARLIER REVISION DATES ----� 6 11 x x x -- x Exist anchor R Sx24x5'-3% "+ — See "Note 1" Exist deck drain Total 2 each Pier. — Remove & relocate interfering portion: End of exist Bent Cap Exist deck drai See "Note 5" G �' � z co +I {^o ` V Exist anchor o piate— I Symmetrical Typ Girder, Typ about (t Bridge I I I I _�__ -- -- -- — �_ ---- — -- - —T I 1 I I 1 I I I I I i I I I Pie r 4 I I I t -- -- – -- -- -- 4DI I H C 10"f C Exist HS Post- Typ tensioning rods 1r_8rr+ PIER 6 Typ Typ PART PLAN Relocated existrr _ it -oil Note: Exist Girders not shown. deck drain pipe #6---�\ E E Exist 5- HS Post -Tension Rods, n dowel Typ each side of exist Pier Cap total 10 Top of exist See Notes 2 & 3 and "Detail 1" A Pier Cap _ - N C O 0 0 0 Z i 0 ? I O I cv °> I I � Q) �-- 0 co C0 I I i 1 I I I I I i i i I I - - \ Q1 1 \ ` 1 Relocated exist deck drain pipe A See "Note 5" I 4 12 ( 4" n o0 t r- rn r ►, 121-011+ Note: The Contractor shall verif y. ali controlling field dimensions before ordering or fabricating any material. x S. SUN/R. FERESHTEHNEJAD DESIGN OVERSIGHT SIGN OFF DATE PIER 6 Symmetrical about 0 Bridge 4'-8"f Typ 11-611,1-11-811+ 1r_6,r I PART PIER ELEVATION Note: Exist Girders not shown. 2 if _ I1_0 If DESIGN BY T. W. DUDLEY CHECKED M. CHAR DETAILS BY N. MORCILLO CHECKED T. W. DUDLEY QUANTITIES BY T. W. DUDLEY CHECK 0 Dowel, Typ #5 tot 2 #5 #50tot 4 #6 I I tot 3 See "Note 6 _ #5 0 @ 12 #5 cont, tot 3 - #5 @ 12 alternate hooks #5tot7 Relocated exist deck drain pipe ------*-A--. #5 cont, tot 3 #6 tot 15 each Key Typ Bottom of exist Pier Cap DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT N0. SHEETS 06 KERN 40 44 QROFESSro, 4 REGISTERED CIVIL ENGINEER T.W. DUDLEY PLANS APPROVAL DATE No. 39514 :;0e � � SIM & NASCIMENTO ENGINEERING EXp.12/31/99 12 Mauchly, Bldg L s�'9lF CIVIL Irvine, California 92618 of cA�`� The State of California or Its officers or agents shall not be responsible (t Bearing_.___- ►� for the accuracy or completeness of electronic coples of this plan sheet. ZO 0 211 cir 0 0 SECT Bottom of exist Girder Exist HS rods See Notes 2 & 3 and "Detail 1" #6 �\ drill & bond 3 in 12" deep ---1 1 Typ hole, Typ Roughen exist ION A—A conc surface Note: For dowel spacing see "Part Pier Elevation" Notes: 1. Adjust dowel spacing as necessary for placement between existing post -tensioning rods. The Contractor shall protect existing rods and anchor plates in place during construction. 2. Sheath existing HS rods in new PVC tubing to prevent new concrete construction from bonding to the rods. 3, The Contractor shall determine the exact location of all existing post -tensioning rods and anchor plates before ordering reinforcement. 4. For "Section J -J" & "Views C -C, G -G & H -H", see "Pier Retrofit Details No. 4" sheet. For "Detail 1", see "Pier Retrofit Details No. 2" sheet. For "View E -E", see "Bent Retrofit Details No. 1" sheet. 5. For "Deck Drain Reconstruction Detail", see "Pier Retrofit Details No. 4" sheet. 6. Bend reinf as necessary to maintain 2" min clear from existing Post -tensioning. EARTHQUAKE RETROFIT PREPARED FOR THE BRIDGE NO. CITY G.J. NASCIMENTO 50C-0173 BEALE AVENUE OVERCROSS ING OF PROJECT ENGINEER POST MILE ED M. CHAR B A K ILR�> F ILL D ORIGINAL SCALE IN INCHESI I I I -F-7- CU 06-153 FOR REDUCED PLANS 0 1 2 3 EA 06-LO2116 PIER RETROFIT DETAILS No,, 3 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET Ot= EARLIER REVISION DATES T 7 11 r. -7 x x -- x x #5 tot 3 #5 /x3'-6" tot 2 --�\ Exist Post - Tension Rods See Notes 2, 3 & 6 Exist - Anchor ft , - T #5 0 tot 5—� equally _ spaced #5 tot 2 #5 tot 3 Exist deck drain pipe to be ,protected in place 1 1 , Exist Girder I q 1(7 11 lI_ C ,l #5 x 2!_3„ total 2 VIEW H -H Typ New 4"0 drain pipe, Typ Pipe strap, Typ #6 I I tot 3 See "Note 7" #5 Typ #5C6tot 4 Q #5 C-1 @ 12 horizontally Total 5 See "Note 5" #6 �\ Dowel, Typ See Notes 3 8 8 Exist Pier Cap Note: Existing deck drain not shown for clarity. x +o U `_ - _ _ c a I ° 4 -New retrofit construction 1`-0" T1 x Typ Exist deck Pipe strap drain pipe to be " (at exist Column protected in place ►� or Pier only) DECD DRAIN RECONSTRUCTION DETAIL #6 tot 3 #5t^J@6tot 4 #5 n @ 12 horizontally Total 5 See "Note 5" #5 @ 12 Total 5 Symmetrical about exist Girder►f #5 tot 3 Exist deck drain pipe to be protected in place 1 1 C\`� � r No Scale Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. S. SUN/R. FERESHTEHNEJAD DESIGN OVERSIGHT c I -/\T y p _0 a U AY co Q) C: _0 o 4, U CO c� x v 1" clr „_ Exist Girder Flange Bearing Typ See "Note 4" ,---#5 tot 2 -#5 Typ #5 tot 3 -#6 #5x3`-6" tot 2 each side #6 #5 tot 3 --�� Dowel, Typ #$�@ 12 #5F--7:)@ 12 alternate hooks See "Note 5'1 Relocated exist deck drain pipe----'�~ c"'J` I-"'" - "`Exist Pier Cap R d Tension o s See Notes 2, 3 & 6 VIEW C -C Note: 1„ _ 1,-Q„ Existing deck drain not shown for clarity. �12"o Mechanical Expansion Anchors 2" 1'�4+� ----a Typ Typ Typ 1 1'14 ,► Typ #5 tot 7 #5 tot 3 Roughen exist conc surface DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 106 KERN 4-1 44 2RpFESS/Q�q! REGISTERED CIVIL ENGINEER FI -2 w T.W. DUDLEY 1 PLANS APPROVAL DATE No_— 39514 Exp. 12/31/99 LIM & NASCIMENTO ENGINEERING 'E� CIVIL 12 Mauchly, Bldg L glF Irvine, California 92618 of Tl)e State of California or Its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. �-- Brg = Pier 2" cir Exist HS rods See Notes 2,,3 and 6 SECTION J -J Bottom of exist Girder Flange #6 drill & bond in 12" deep hole, Typ See "Note I" Notes: 1 For Dowels acro see "Pier Retrofit Details No 3" sheet DESIGN BY T. W. DUDLEY DETAILS BY N. MORCILLO QUANTITIES BY T. W. DUDLEY CHECKED M. CHAR CHECKED T. W. DUDLEY CHECKED M. CHAR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS match existing p� pes as determined b y the Engineer. EARTHQUAKE RETROFIT LDeck 4"X 10 gat gals steel Deck Drain Notes: Pipe 5OC-0173 Tp g, . pipe, drain Typ Strap Typ 2. Sheath existing HS rods in new PVC tubing to prevent 5. Place cross -ties diagonally and bend hooks new concrete construction from bonding to the rods. AT CAP AT BENTS 2,3,7,8,9 AT BENTS 4,5,6 & ABUTS drain pipe & pipe straps around vertical and horizontal reinforcement. 1 1 3. The Contractor shall determine the exact location of a// "Note 3" and relocate as shown on the plans. existing post -tensioning rods and anchor plates before PIPE STRAP DETAILS ordering reinforcement. No Scale 4. For "Bearing Plate Details", see "Abutment For post -tensioning rod sheathing details, see "Detail 1" RD " DESIGN BY T. W. DUDLEY DETAILS BY N. MORCILLO QUANTITIES BY T. W. DUDLEY CHECKED M. CHAR CHECKED T. W. DUDLEY CHECKED M. CHAR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS match existing p� pes as determined b y the Engineer. EARTHQUAKE RETROFIT -'---New 4"X 10 gat gals steel Deck Drain Notes: B E ALE AVENUE O VE R CR O SS I N G 5OC-0173 etrofit eta� is sheet. POST MILE pipe to be provided by � � � 3 CU 06-153 � A n� _ I (1711F 5. Place cross -ties diagonally and bend hooks the Contractor, Typ 1. Salvage existing drain pipe & pipe straps around vertical and horizontal reinforcement. 1 1 See "Note 3" and relocate as shown on the plans. 1 I 6. For post -tensioning rod sheathing details, see "Detail 1" Exist deck drain pipe 2. The Contractor shall provide new materials on Pier Retrofit Details No. 7 sheet. to be protected in place � as needed, to reconnect existing pipes as shown on the plans and replace any existing 7. " Bend reinforcing as necessary to maintain 2 clear VpipeVIEW G—G_ s damaged during retrofit construction. from existing post -tensioning. Note: No Scale Pipe straps not shown. 3. New drain pipe size and thickness shall 8. Space dowels equally where dimensions are not shown. DESIGN BY T. W. DUDLEY DETAILS BY N. MORCILLO QUANTITIES BY T. W. DUDLEY CHECKED M. CHAR CHECKED T. W. DUDLEY CHECKED M. CHAR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS match existing p� pes as determined b y the Engineer. EARTHQUAKE RETROFIT PREPARED FOR THE. (('''�� CITY OF BAKERSF I ELD G.J. NASCIMENTO BRIDGE NO. B E ALE AVENUE O VE R CR O SS I N G 5OC-0173 PROJECT ENGINEER POST MILE PIER RETROFIT DETAILS No. 4 � � � 3 CU 06-153 � A n� _ I (1711F DISREGARD PRINTS BEARING EARLIER REVISION DATES --� REVISION DATES (PRELIMINARY STAGE ONLY) SHEETI OF g 1 � x x x -- x x �18"o HS Bolts Total 8 Tight f i (milled end) Cantilever Span Suspended Span 31-111+ _i Hinge between exist %"+ siffeners i . 11 it l I it 'I 11 '--L 6x3%x% Brg Stiffener (Short legs back to back) g 1 u II i! I,. 4� Bolts 1 i I II 1 !I 21/ ! I 1 I I 23/ D I I 1 DetaiCl �► I' c ' I� See "Note 3" Q T I \N 02 11 _ 1r_3 rr rl Q L +t 0L I 1�81"o HS Bolts Total 18 le %t, See "Note 1" 5 11 %/Vo Bolt, Typ---,, sZ = 0- Note: The Contractor shall verif y all controlling field dimensions before ordering or fabricating any material. S. SUN/R. FERESHTEHNEJAD DESIGN OVERSIGHT SIGN OFF DATE 4 @ 6 2'-0" VV r vnvv VIEW A -A 1 �12 11 ='I /-orl 1!_411 1 4r► 1 VIEW B -B 1!12 ,1 = 1!_0,1 211 2 C 6 = 1'_0 11 211 ^11 DESIGN BY T. w. DUDLEY DETAILS BY N. MORCILLO QUANTITIES BY T. W. DUDLEY Symmetrical about (t exist Girder Exist Girder Piero I ;>nl-(}11+_ Cantilever Supspended Span (t Pier 20,_01+ Cantilever I I Lateral stay & seat ' Exist irder, Typ extension, Typ g (Total 9) -Ti-f--TT-1`- i i--I--��-T�`i--I-I--1-T�T-i--1- I--i-T-T-i�i�-i-I--i-T-1"-i-T- I--1"-T"-T' I T� I I i I - T -T- -1- -I-i_ _ -i - 7-1 - f-1" _ T -T_ I - _I -I _ _ F-7- _ T _-I - - -_I _ _ 1-.T _ T - I - -T _ 7+I _ -1-7- _ T --T- T _ I_ _ F --T - T -- i Ti- - i- -7-1- - i ` -I-1- -1-r - T -I- -T - -f-I- -1-F - T -I- I ` -T--l- - i --F T -T-1- 7-1- - F__1- - T -T- T - I- - T -f- - T -7- f -l -T -i -1_F �L-1 1--T-I--i r -T -T-1 7-1--7-f-`T-1-1-7-I--1--T-T-1-1 -T-I- 1--1--T-T-TT'T-T--7- _L -I L _L_I_L! ' 1_ 1_1__1_J__1_l-1_ I_I__I_l__1_1--I__J-I__1_I -1-IJ__I I__I 1 -1 1 1_11 L I -i I E L_ I L_ L I _!�! 1_x_1__ _1__1__1__l__l_1__1-i-1_�-l__1_�_1_J�1_�-I__L_J_ _L _L_1_ I__L-L_1 __1J-1_J_I__L-1__1-L1_�_1__L_�_1-I_1_J__i__I-_L I I I I I A A Exist C18x42.7 Diaphragm, Typ - Exp HingeFixed Hinge PART PLAN 1t1=10t1 Notes: 1. Thickness of 1E to be adjusted to provide 1/1t min clearance to Girder soffit of suspended span. 2. The existing girders of the cantilever and suspened spans may not line up. The Contractor shall verif y all controlling field dimensions before ordering or fabricating any steel members. 3. For "Detail 1", "Section C -C" & "Section D -D", see "Hinge Retrofit Details No. 2" sheet. EARTHQUAKE RETROFIT CHECKED M. CHAR DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO_ SHEETS G.J. NASC /MENTO 06 KERN 42 44 QRpFESSIpNgl AVENUE O VE R CR O SS I N G REGISTERED CIVIL ENGINEER CHECKED T. W. DUDLEY PROJECT ENGINEER POST MILE CD T.W. DUDLEY RETROFIT DETAILS No. 1 �39514 No. PLANS APPROVAL DATE JK CU 06-153 EA 06-LO2116 �XP.12/31/99 LIM & NASCIMENTO ENGINEERING CIVIL BEARING DATES --- 0 12 Mauchly, Bldg L 9�F 12Irvine, REVISION DATES (PRELIMINARY STAGE ONLY) California 92618 OF TlL State of Collfornla or Its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. Supspended Span (t Pier 20,_01+ Cantilever I I Lateral stay & seat ' Exist irder, Typ extension, Typ g (Total 9) -Ti-f--TT-1`- i i--I--��-T�`i--I-I--1-T�T-i--1- I--i-T-T-i�i�-i-I--i-T-1"-i-T- I--1"-T"-T' I T� I I i I - T -T- -1- -I-i_ _ -i - 7-1 - f-1" _ T -T_ I - _I -I _ _ F-7- _ T _-I - - -_I _ _ 1-.T _ T - I - -T _ 7+I _ -1-7- _ T --T- T _ I_ _ F --T - T -- i Ti- - i- -7-1- - i ` -I-1- -1-r - T -I- -T - -f-I- -1-F - T -I- I ` -T--l- - i --F T -T-1- 7-1- - F__1- - T -T- T - I- - T -f- - T -7- f -l -T -i -1_F �L-1 1--T-I--i r -T -T-1 7-1--7-f-`T-1-1-7-I--1--T-T-1-1 -T-I- 1--1--T-T-TT'T-T--7- _L -I L _L_I_L! ' 1_ 1_1__1_J__1_l-1_ I_I__I_l__1_1--I__J-I__1_I -1-IJ__I I__I 1 -1 1 1_11 L I -i I E L_ I L_ L I _!�! 1_x_1__ _1__1__1__l__l_1__1-i-1_�-l__1_�_1_J�1_�-I__L_J_ _L _L_1_ I__L-L_1 __1J-1_J_I__L-1__1-L1_�_1__L_�_1-I_1_J__i__I-_L I I I I I A A Exist C18x42.7 Diaphragm, Typ - Exp HingeFixed Hinge PART PLAN 1t1=10t1 Notes: 1. Thickness of 1E to be adjusted to provide 1/1t min clearance to Girder soffit of suspended span. 2. The existing girders of the cantilever and suspened spans may not line up. The Contractor shall verif y all controlling field dimensions before ordering or fabricating any steel members. 3. For "Detail 1", "Section C -C" & "Section D -D", see "Hinge Retrofit Details No. 2" sheet. EARTHQUAKE RETROFIT CHECKED M. CHAR PREPARED F 0 R THE CITY 01 OF BAKERSF I ELD G.J. NASC /MENTO BRIDGE N0. B E ALE AVENUE O VE R CR O SS I N G 50C-0 )73 CHECKED T. W. DUDLEY PROJECT ENGINEER POST MILE I HINGE RETROFIT DETAILS No. 1 CHECKED M. CHAR ORIGINAL SCALE IN INCHES I I I I I FOR REDUCED PLANS 0 1 2 3 CU 06-153 EA 06-LO2116 DISREGARD PRINTS EARLIER REVISION BEARING DATES --- 0 REVISION DATES (PRELIMINARY STAGE ONLY) SHEETI OF 9 11 -- �- -- � � � _ .. "� j x X x -- x • v , BS o 8 6 Q o• B•7 $ $ S 0 $ a o o o n d .B B h 40 `} a Off. a 1 V. Qb e q ` ..� �'• `t: ' '. 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's . rJ. s'r `�. • o ca u hC : f.•Y Irf off Ylj ��nra �dt pa i s/✓J>< faa1; h trAP=Vr414VD .S4/L. ,c 0,01NG5 REVis10its KERN ENGINEERING CORP. • •.•CALIFORNIA •�►uERSfifwLO • APPROVED: APPROt/£D: : f TA r C o� CQ L /,rOR N/ A GREATER' Q�K£J2Sf/EL O REALE A �EJ'Sll%f ' O.Ce o,. Pt1B4lC WOR rJ J r.*A eA rlO,V aa• GRADE 0yfR CR O f f JNG • . O/V/S/OJ'V 40114 la WA r f OIJTR/G r' - -- - - • GREATER BAX,fRSfrf�tD SEosRAT✓oN Or SRAOF Dlxralcr ay' ---- �•y` r P..1rdr•nt oAAMN Mtet,-"40 eats: 2:1& +oa tia t«ttt M,.rcAJ!, ♦l.fe f."Ic asst•._- eatt: d1.4SJ :•: Oat't OtCe a1MOrts: �f � **&woo* +t0. • : .. .. �ersy����� ra-28 el Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. S. SUN/R• FERESHTEHNEJAD DESIGN OVERSIGHT II 1 DESIGN I T. W. DUDLEY DETAILS BY N. MORCILLO QUANTITIES sr T. W. DUDLEY c,n"mQu M. CHt'!J-T CHECKED T. W. DUDLEY CHECKED M. CHAR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE CITY OF BAKERSF I ELD I I I I I I I 0 1 2 3 G.J. NASCIMENTO PROJECT ENGINEER CU 06-153 EA 06-L02116 DIST COUNTY ROUT EPOST MILES SHEET TOTAL, TOTAL PROJECT NO. SHEETS 06 KERN 44 44 REGISTERED CIVIL ENGINEER LINO C. CHEANG W • x PLANS APPROVAL DATE `� No. 04140 t * 9/30/99 EARTH MECHANICS. INCIO CIVIL 17660 Newhope Street, Suite E slgTF Fountain Valley, California 92708 OF CA The As -8011t Log of Test Boring suets were used to prepare the Geotechnlcat Report EARTHQUAKE RETROFIT BRIDGE NO. 50C--0173 BEAD AVENUE OVERCROSSING POST MILE AS --BUILT LOG OF TEST BORINGS DISREGARD PRINTS BEARING REVISION DATES (PRE EARLIER REVISION DATES---""--�► ��������� ONLY) SHEET OF 11 11