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GENERAL NOTES <br />LOAD FACTOR DESIGN <br />DIST COUNTY ROUTE <br />10 Si <br />POST MILES <br />TOTAL PROJECT <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />19 <br />105 <br />X <br />X <br />X <br />X <br />C DESIGN OVERSIGHT <br />SIGN OFF DATE <br />C <br />�i <br />0 <br />00 <br />Lf) FORM DC-OE-92-PF (REV. 3/88) <br />0) <br />DESIGN: BRIDGE DESIGN SPECIFICATIONS <br />(1983 AASHTO with Interims and Revisions by CALTRANS) <br />DEAD LOAD: Includes 35 psf for future wearInG surface on Approach <br />Spans only; not Included on SwInG Span. <br />LIVE LOADING: HS20-44 and alternative and permit design load <br />Sidewalk 85psf <br />SEISUIC LOADING: Peak Rock Acceleration - 0.2g <br />Depth of Alluvium = 80-150ft <br />REINFORCED CONCRETE: fy - 60,000 psi <br />f'c =,3,250 psi <br />n = 9 <br />SWING SPAN LIGHTWEIGHT <br />CONCRETE DECK: <br />(Working Stress Design) <br />fs = 20,000 psi <br />STANDARD PLANS DATED JANUARY 1988 <br />SHEET NO. <br />A62-C <br />130- 1 <br />130-3 <br />BO-5 <br />130- 13 <br />132-5 <br />133-1 <br />133-8 <br />136-21 <br />137-5 <br />RSP 137-1 1 <br />BI 1-7 <br />B 13 - 2 <br />TITLE <br />EXCAVATION AND BACKFILL - LIMITS OF PAYMENT (BRIDGE) <br />BRIDGE DETAILS <br />BRIDGE DETAILS <br />BRIDGE DETAILS <br />BRIDGE DETAILS <br />PILE DETAILS -CLASS 45C AND CLASS 70C <br />RETAINING WALL - TYPE I H=4'-30' <br />RETAINING WALL DETAILS NO. I <br />JOINT SEALS <br />DECK DRAINS <br />UTILITY DETAILS <br />CHAIN LINK RAILING <br />SLOPE PROTECTION DETAIL NO.2 <br />INDEX TO PLANS <br />AAil ACIA A6 P411 A PAI; <br />REGISTERED CIVIL ENGINEER <br />.Siw 1 5 ;;,2, <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />Sacrcmento, Cd1fornla 95827 <br />ENN IS D. PECCH I <br />32049 <br />No. <br />-it Exp. 12/31/96 <br />CIVIL <br />OF C N <br />? ('. C 0 R D D R A W I N" C' <br />(3y- <br />­,In (.'han(,es 8 <br />Date <br />Any PersoFNing rhis Drawing ShWd Vw4y <br />information By tnspectirg rhe, <br />()f Work, <br />SHEET NO. <br />TITLE <br />fc = 1,200 psi <br />Sl <br />GENERAL PLAN <br />MECHANICAL <br />n=9 <br />S2 <br />INDEX TO PLANS <br />MI <br />MECHANICAL GENERAL PLAN <br />Unitwelght - 120. PCF <br />S3 <br />STRUCTURE PLAN NO. I <br />M2 <br />PIVOT PIER MACHINERY LAYOUT <br />S4 <br />STRUCTURE PLAN NO. 2 <br />M3 <br />PIVOT PIER ELEVATION <br />S5 <br />STRUCTURE PLAN NO. 3 <br />M4 <br />RACK AND TRACK DETAILS <br />STRUCTURAL STEEL: fy = 36,000 psi except as <br />noted. <br />S6 <br />DECK CONTOURS NO. I <br />M5 <br />CENTER BEARING DETAILS NO. I <br />S7 <br />DECK CONTOURS NO. 2 <br />M6 <br />CENTER BEARING DETAILS NO. 2 <br />S8 <br />FOUNDATION PLAN <br />M7 <br />CENTER WEDGES <br />APPROXIMATE QUANTITIES <br />S9 <br />PILE DETAILS - CLASS 80 <br />M8 <br />BALANCE WHEELS <br />REMOVE FENDER AND DOLPHIN <br />LS <br />Slo <br />36"0 CAST IN PLACE CONCRETE PILE DETAILS <br />M9 <br />REST PIER MACHINERY LAYOUT <br />BRIDGE REMOVAL, LOCATION A <br />LS <br />M10 <br />END JACK AND SUPPORT ASSEMBLY <br />BRIDGE REMOVAL, LOCATION B <br />LS <br />Mil <br />END JACK AND SUPPORT DETAILS <br />FURNISH TREATED TIMBER PILING <br />14,260 <br />LF <br />MI 2 <br />END LOCKS <br />FURNISH 36" C-l-P CONCRETE PILE <br />4,000 <br />LF <br />M13 <br />HYDRAULIC SCHEMATIC <br />DRIVE PILE (361 C-l-P CONCRETE) <br />46 <br />EA <br />APPROACH SPANS <br />FURNISH PILING (CLASS 70C) <br />1,574 <br />LF <br />Sil <br />ABUTMENT I LAYOUT <br />FURNISH PILING (CLASS 80) <br />6,824 <br />LF <br />S12 <br />ABUTMENT I DETAILS NO. I <br />ELECTRICAL <br />DRIVE PILE (CLASS 70C) <br />27 <br />EA <br />S13 <br />ABUTMENT I DETAILS NO. 2 <br />El <br />ELECTRICAL GENERAL PLAN <br />DRIVE PILE (CLASS 80) <br />85 <br />EA <br />S14 <br />ABUTMENT 26 LAYOUT <br />E2 <br />LEGEND <br />FURNISH PILING (CLASS 45C) <br />818 <br />LF <br />S15 <br />ABUTMENT 26 DETAILS <br />E3 <br />POWER DISTRIBUTION <br />DRIVE PILE (CLASS 45C) <br />15 <br />EA <br />S16 <br />BENT DETAILS <br />E4 <br />CONTROL SCHEMATIC NO. I <br />DRIVE TIMBER PILE <br />200 <br />EA <br />S17 <br />EXPANSION BENTS 6, 11, 16 DETAILS <br />E5 <br />CONTROL SCHEMATIC NO. 2 <br />WATERSTOP <br />110 <br />LF <br />S18 <br />REST PIERS 21 & 23 DETAILS NO. I <br />E6 <br />CONTROL SCHEMATIC NO. 3 <br />JOINT SEAL (TYPE B-MR 11/2 <br />93 <br />LF <br />S19 <br />REST PIERS 21 & 23 DETAILS NO. 2 <br />E7 <br />CONNECTION DIAGRAM - WEST APPROACH <br />BALANCE SWING SPANS <br />LS <br />S20 <br />EXPANSION BENT SHEAR KEY DETAILS <br />E8 <br />CONNECTION DIAGRAM - WEST PIER <br />VERTICAL CLEARANCE GAUGES <br />LS <br />S21 <br />TYPICAL SECTION <br />E9 <br />CONNECTION DIAGRAM - PIVOT PIER <br />TIMBER STRUCTURE <br />40 MFBM <br />S22 <br />LONGITUDINAL REINFORCEMENT DETAILS <br />NO. I <br />EIO <br />CONNECTION DIAGRAM - EAST PIER <br />CLEAN AND PAINT STRUCTURAL STEEL <br />LS <br />S23 <br />LONGITUDINAL REINFORCEMENT DETAILS <br />NO. 2 <br />Ell <br />CONNECTION DIAGRAM - EAST APPROACH <br />8 w PSP UNDERDRAIN <br />284 <br />LF <br />S24 <br />LONGITUDINAL REINFORCEMENT DETAILS <br />NO. 3 <br />E12 <br />CONNECTION DIAGRAM - CONTROL HOUSE <br />11 <br />8 CORRUGATED STEEL PIPE DOWNDRAIN (0.064N) <br />94 <br />LF <br />S25 <br />LONGITUDINAL REINFORCEMENT DETAILS <br />NO. 4 <br />E13 <br />CONDUIT LAYOUT - REST PIERS <br />BUILDING WORK <br />LS <br />S26 <br />LONGITUDINAL REINFORCEMENT DETAILS <br />NO. 5 <br />E14 <br />CONDUIT LAYOUT NO. I - PIVOT PIER <br />SUBMARINE CABLE <br />LS <br />S27 <br />LONGITUDINAL REINFORCEMENT DETAILS <br />NO. 6 <br />E15 <br />CONDUIT LAYOUT NO. 2 - PIVOT PIER <br />ELECTRICAL EQUIPMENT <br />LS <br />S28 <br />SLAB REINFORCEMENT DETAILS <br />E16 <br />CONTROL HOUSE - ELECTRICAL PLAN <br />MECHANICAL (BRIDGE) <br />LS <br />S29 <br />CONCRETE BARRIER TYPE 27 <br />E17 <br />MOTOR CONTROL CENTER M.C.C. <br />E18 <br />CONTROL CONSOLE <br />E19 <br />CONTROL CONSOLE LAYOUT <br />F I NAL PAY QUANTITIES <br />E20 <br />TRAFFIC SIGNALS & GATES <br />E21 <br />MISCELLANEOUS DETAILS NO. I <br />STRUCTURE EXCAVATION (BRIDGE) <br />730 <br />CY <br />E22 <br />MISCELLANEOUS DETAILS NO. 2 <br />STRUCTURE EXCAVATION (RETAINING WALL) <br />260 <br />CY <br />STRUCTURE BACKFILL (BRIDGE) <br />380 <br />CY <br />SWING SPAN <br />STRUCTURE BACKFILL (RETAINING WALL) <br />190 <br />CY <br />S30 <br />GENERAL PLAN <br />CONTROL HOUSE <br />STRUCTURAL CONCRETE, BRIDGE FOOTING <br />60 <br />CY <br />S31 <br />REST PIERS 21 & 23 LAYOUT <br />CHI <br />TITLE SHEET <br />STRUCTURAL CONCRETE, BRIDGE <br />2,370 <br />CY <br />S32 <br />REST PIERS 21 & 23 DETAILS <br />CH2 <br />PLANS & SECTIONS <br />STRUCTURAL CONCRETE, RETAINING WALL <br />70 <br />CY <br />S33 <br />PIVOT PIER 22 DETAILS NO. I <br />CH3 <br />SECTIONS & DETAILS NO. I <br />LIGHTWEIGHT CONCRETE <br />165 <br />CY <br />S34 <br />PIVOT PIER 22 DETAILS NO. 2 <br />CH4 <br />SECTIONS & DETAILS NO. 2 <br />BAR REINFORCING STEEL (BRIDGE) <br />575,900 <br />LB <br />S35 <br />FENDER DETAILS <br />CH5 <br />MISCELLANEOUS DETAILS <br />BAR REINFORCING STEEL (RETAINING WALL) <br />6,000 <br />LB <br />S36 <br />TYPICAL SECTION <br />BAR REINF. STEEL (EPDXY COATED)(BRIDGE) <br />51,000 <br />LB <br />S37 <br />GIRDER FRAMING PLAN <br />FURNISH STRUCTURAL STEEL (BRIDGE) <br />483,000 <br />LB <br />S38 <br />GIRDER FRAMING DETAILS NO. I <br />LOG OF TEST BORINGS <br />ERECT STRUCTURAL STEEL (BRIDGE) <br />LS <br />S39 <br />GIRDER FRAMING DETAILS NO. 2 <br />LI <br />LOG OF TEST BORINGS (I OF 2) <br />MISCELLANEOUS METAL (BRIDGE) <br />13,130 <br />LB <br />S40 <br />CROSS GIRDER DETAILS <br />L2 <br />LOG OF TEST BORINGS (2 OF 2) <br />MISCELLANEOUS METAL (RESTRAINER) <br />1,815 <br />LB <br />S41 <br />END DIAPHRAGM DETAILS <br />TUBULAR HANDRAILING <br />280 <br />LF <br />S42 <br />CONSTRUCTION DIAGRAMS <br />CHAIN LINK RAILING <br />90 <br />LF <br />S43 <br />DECK DRAIN AND LADDER DETAILS <br />CONCRETE BARRIER (TYPE 27) <br />2,015 <br />LF <br />S44 <br />MISCELLANEOUS DETAILS <br />CONCRETE BARRIER (TYPE 27A) <br />127 <br />LF <br />S45 <br />STEEL GIRDER DETAILS <br />S46 <br />GIRDER SPLICE WELDING DETAILS <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN <br />Senlor Enqlneer I Date ApDroval Recommended By I Date DETAILS <br />FILE NAME <br />DRAWER <br />SHEET NO. <br />QUANTITIES <br />BY CHECKED <br />G. DINI D. PECCH I A <br />BY CHECKED <br />B. MAECHLER D. PECCHIA <br />BY CHECKED <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />PREPARED FOR THE <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />I I I I I I I <br />U 1 2 3 <br />DENNIS D. PECCHIA <br />PROJECT ENGINEER <br />ICU <br />EA <br />BRIDGE NO. <br />29C- o8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE <br />INDEX TO PLANS <br />DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />EARLIER REVISION DATES 1-11-**'l 10-12 1 1 1 1 1 1 1 1 S2 S46 <br />2 -93 <br />(3 Q�Z 0 c. ��- 3 zc)c <br />