Freeport_Bridge_Deck_Repair_Project_-_Signed_Plans.pdf
PDF 2 MB Posted
- Attached to
- Freeport Bridge Deck Repair Project - Rebid
- Solicitation number
- 4702R
- Issued by
- Sacramento County, San Francisco City, California
About this file
This document is a set of signed technical plans and specifications for the Freeport Bridge Deck Repair Project prepared by the Sacramento County Department of Transportation, Public Works & Infrastructure Agency. The project involves structural repairs to Bridge No. 24C0001, a bascule bridge spanning the Sacramento River at Post Mile 4702 on County Route 3. The scope of work encompasses weld repairs at interior beam, end panel, deck, and lateral brace interfaces; joint armor replacement at Pier 6 and Abutment 7; and roller and pin system replacement at the main bascule span located between Pier 4 and Pier 5. Specific repair quantities include 33 interior beam weld repairs, 10 end panel weld repairs, 42 deck weld repairs, 3 lateral brace bolt repairs, replacement of four steel rollers, installation of two additional steel pin supports, and new rectangular steel pin installation. The plans include a detour plan with four Type III barricades, four warning lights, and sixteen construction area signs. All work must comply with ASTM A709 Grade 50 structural steel standards, ASTM F3125 Grade A325 high-strength bolts, and AWS D1.1 welding requirements. The plans were prepared by Jared Wilson and approved with a signature date of June 30, 2026, with design oversight and various technical reviews completed by M. Edgar and I. Kotsyubuk.
The project documents provide detailed technical specifications for surface preparation, welding procedures, and material requirements. All new structural steel welds must include removal of existing paint to bare metal within four inches of weld locations, application of an anchor pattern per ASTM D4417 specifications, and post-weld coating with inorganic zinc-rich primer and two finish coats of exterior-grade latex. The plans specify that weld locations are approximate and contractors must confirm damaged welds before performing repairs. Critical operational notes indicate that only one pin may be removed at any given time during roller and pin repairs, with temporary bracing required to maintain continuous connection between bascule spans. The project engineer, design oversight, and specification reviews were assigned to T. Eaton, with file reference number D233340CA.02. The document was last saved on December 15, 2025, indicating recent finalization of the design plans.
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Docusign Envelope ID: EDDC5EFB-C644-82DE-81D4-1358059DD8D2
4/28/2026
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SCALE: 1"=1 MILE
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COVER SHEET
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%%UDRAWING
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INDEX OF SHEETS
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%%USHEET
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%%UDESCRIPTION
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CS01
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WELD REPAIR DETAILS
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DT01
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DT03
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ROLLER AND PIN REPAIR DETAILS
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DT02
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JOINT ARMOR REPAIR DETAILS
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SCALE: 1"=5 MILES
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GAS: P.G.& E.
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ELECTRICITY: S.M.U.D.
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TELEPHONE: AT&T
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UNDERGROUND SERVICE ALERT
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ROADS: SACRAMENTO COUNTY
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ROADS: YOLO COUNTY
AutoCAD SHX Text 1-800-227-2600
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PHONE
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(916) 732-7344
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(916) 874-7281
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(916) 874-8812
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(530) 666-8039
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(916) 298-9758
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STEPHEN JONES
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EDWARD OWEN
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TIM STEVENS
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REPRESENTATIVE
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MIKE DURKEE
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TODD RIDDIOUGH
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UTILITY
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FIRE: COURTLAND FIRE
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(916) 484-2445
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ED SAYERS
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DAVID WELCH
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(916) 439-4814
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DATE:
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PUBLIC WORKS & INFRASTRUCTURE AGENCY
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CHIEF, DEPARTMENT OF TRANSPORTATION
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AutoCAD SHX Text A:\_V-TPD\PROJECTS\CA\SACRAMENTO COUNTY\2023\D233340CA.02\500-DESIGN\505 - CADD FILES\D233340RAB.DWG Last Saved: 12/15/2025 3:51 PM Jared.Wilson Last Saved: 12/15/2025 3:51 PM Jared.Wilson12/15/2025 3:51 PM Jared.Wilson Jared.WilsonJared.Wilson
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OF
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SIGNATURE
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AutoCAD SHX Text A:\_V-TPD\PROJECTS\CA\SACRAMENTO COUNTY\2023\D233340CA.02\500-DESIGN\505 - CADD FILES\D233340RAB.DWG Last Saved: 12/15/2025 3:51 PM Jared.Wilson Last Saved: 12/15/2025 3:51 PM Jared.Wilson12/15/2025 3:51 PM Jared.Wilson Jared.WilsonJared.Wilson
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DETOUR PLAN
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DE01
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BARRICADES
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STATIONARY MOUNTED CONSTRUCTION AREA SIGNS
SP-1
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DETAIL A
PREPARED FOR THE FREEPORT BRIDGE DECK REPAIR
DETOUR PLAN
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
4/15/2026
Docusign Envelope ID: EDDC5EFB-C644-82DE-81D4-1358059DD8D2
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NOTES:
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1. THIS PLAN IS ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY. THIS PLAN IS ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY. 2. LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 3. ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.
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S RIVER RD
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340rmg.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 4/15/2026 3:19:16 PM4/15/2026 3:19:16 PM
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TIME PLOTTED 3:19:16 PM3:19:16 PM
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AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
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D233340CA.02
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SAC
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CR
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SACRAMENTO RIVER
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SACRAMENTO RIVER
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PREPARED FOR THE FREEPORT BRIDGE DECK REPAIR
GENERAL PLAN
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
MAIN BASCULE SPAN PLAN
MAIN BASCULE SPAN ELEVATION
TYPICAL SECTION
GENERAL DESIGN NOTES
EAST APPROACH SPAN PLAN
4/15/2026
Docusign Envelope ID: EDDC5EFB-C644-82DE-81D4-1358059DD8D2
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-a-gp01.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 4/15/2026 3:19:19 PM4/15/2026 3:19:19 PM
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TIME PLOTTED 3:19:19 PM3:19:19 PM
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text 93532
AutoCAD SHX Text 6/30/26
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
D233340CA.02
AutoCAD SHX Text 24C0001
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SAC
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CR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text J. WIlson
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text T. Eaton
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BRIDGE NO.
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POST MILE
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ORIGINAL SCALE IN INCHES
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FOR REDUCED PLANS
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PROJECT ENGINEER
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DESIGN OVERSIGHT
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SIGN OFF DATE
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DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
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DISREGARD PRINTS BEARING
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EARLIER REVISION DATES
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REGISTERED CIVIL ENGINEER
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PLANS APPROVAL DATE
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DATE
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-a-gp01.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
AutoCAD SHX Text
DATE PLOTTED 4/15/2026 3:19:19 PM4/15/2026 3:19:19 PM
AutoCAD SHX Text
TIME PLOTTED 3:19:19 PM3:19:19 PM
AutoCAD SHX Text
DESIGN
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DETAILS
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QUANTITIES
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BY
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BY
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SPECIFICATIONS
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BY
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LAYOUT
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CHECKED
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PLANS AND SPECS
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text ±15'-0"
AutoCAD SHX Text ±15'-0"
AutoCAD SHX Text Roadway Clearance
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text Exist Bascule Truss
AutoCAD SHX Text Exist Interior Beam
AutoCAD SHX Text Exist Floorbeam
AutoCAD SHX Text Exist Longitudinal Stringer (Tot 5)
AutoCAD SHX Text FG = Top of Deck
AutoCAD SHX Text Repairs: - Welds and bolts: See DETAIL A, DETAIL B, DETAIL C, and DETAIL D - Joint Armor: See DETAIL E and DETAIL F - Pin & Roller: See DETAIL G
AutoCAD SHX Text Legend: x33 Interior Beam weld repair, see DETAIL A Interior Beam weld repair, see DETAIL A x10 End Panel weld repair, see DETAIL B End Panel weld repair, see DETAIL B x42 Deck weld repair, see DETAIL C Deck weld repair, see DETAIL C x3 Lateral Brace bolt repair, see DETAIL DLateral Brace bolt repair, see DETAIL D
AutoCAD SHX Text Notes: 1. Weld and bolt repairs to occur between Pier 4 and Pier 5 within the main steel grid bascule span. Weld repair locations shown are approximate. Contractor to confirm damaged welds before repairing them. Interior Beam, End Panel, Deck, and Lateral Brace repairs are at the following interfaces, respectively: 1.a. Interior Beam/Longitudinal Stringer interface Interior Beam/Longitudinal Stringer interface 1.b. End Panel Beam/Longitudinal Stringer interface End Panel Beam/Longitudinal Stringer interface 1.c. Grid Deck/Interior Beam interface Grid Deck/Interior Beam interface 1.d. Floor Beam/Lateral Brace interface Floor Beam/Lateral Brace interface 2. See "WELD AND BOLT REPAIR DETAILS" sheet for details for each repair.
AutoCAD SHX Text FG = Top of deck
AutoCAD SHX Text Exist Bascule Truss
AutoCAD SHX Text Exist Longitudinal Stringer, Typ
AutoCAD SHX Text Exist Floorbeam, Typ
AutoCAD SHX Text Bascule Span
AutoCAD SHX Text Exist Lateral Brace, Typ
AutoCAD SHX Text Exist Longitudinal Stringer (Tot 5)
AutoCAD SHX Text Bascule Span
AutoCAD SHX Text Exist Interior Beam, Typ
AutoCAD SHX Text Pier 5
AutoCAD SHX Text Pier 4
AutoCAD SHX Text Pier 4
AutoCAD SHX Text Pier 5
AutoCAD SHX Text Main Bascule Span = ±226'
AutoCAD SHX Text To Freeport Blvd
AutoCAD SHX Text To Main Bascule Span
AutoCAD SHX Text Pier 6
AutoCAD SHX Text Abut 7
AutoCAD SHX Text Exist Floorbeam, Typ
AutoCAD SHX Text STRUCTURAL STEEL PLATES & SHAPES: HIGH STRENGTH BOLTS (HSB): CLEAN WELD SURFACE AND REMOVE PAINT AT NEW WELD LOCATION: WELDING:
AutoCAD SHX Text ASTM A709 All new shapes and plates are Grade 50 (Fy = 50,000 psi) All bolts shall conform to ASTM F3125 Grade A325 unless otherwise noted. Threads shall be excluded from the shear planes, unless otherwise noted. Where minimum bolt lengths do not permit the exclusion of threads from the shear plane, plate washers may be used as approved by the Engineer. HSB shall be galvanized. Clean existing steel welding surface and remove existing paint within 4" of the weld to bare metal. Remove paint by means of blasting, sanding, dry scraping, or other SSPC approved method to remove paint to bare metal. If chemical stripping or other non-airborne material stripping is used, removing the paint system by scraping and/or rubbing is allowed if membrane material or other containment is installed to catch and contain any dropped or loose paint/remover material. After removing existing weld residue and before installing new weld, bare metal surface must have a dense, uniform, angular anchor pattern of 1.5 to 3.5 mils when measured under ASTM D4417. After new weld has set, apply inorganic zinc-rich primer and 2 finish coats of exterior grade latex. Welding must comply with AWS D1.1
AutoCAD SHX Text No Scale
AutoCAD SHX Text ±24'
AutoCAD SHX Text Exist Interior Beam, Typ
AutoCAD SHX Text ±12'-0"
AutoCAD SHX Text ±12'-0"
AutoCAD SHX Text Truss Height
AutoCAD SHX Text ±13'-6"
AutoCAD SHX Text ±13'-6"
AutoCAD SHX Text Truss Height
AutoCAD SHX Text ±10'-6"
AutoCAD SHX Text ±10'-6"
AutoCAD SHX Text Truss Height
AutoCAD SHX Text ±17'-9"
AutoCAD SHX Text ±17'-9"
AutoCAD SHX Text Typ
Truss Height ±10'-6"min and Var
WELD AND BOLT REPAIR DETAILS
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
DETAIL A DETAIL B DETAIL D
A A B B
D
D
SECTION A-A SECTION B-B SECTION D-D
DETAIL C
SECTION C-C
C
C
4/15/2026
Docusign Envelope ID: EDDC5EFB-C644-82DE-81D4-1358059DD8D2
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TYP
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BRIDGE NO.
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POST MILE
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ORIGINAL SCALE IN INCHES
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FOR REDUCED PLANS
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AutoCAD SHX Text
PROJECT ENGINEER
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DESIGN OVERSIGHT
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SIGN OFF DATE
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DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
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DISREGARD PRINTS BEARING
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EARLIER REVISION DATES
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SHEET
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OF
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UNIT:
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PROJECT NUMBER & PHASE:
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CONTRACT NO.:
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REVISION DATES
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DATE
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COUNTY
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ROUTE
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POST MILES TOTAL PROJECT
AutoCAD SHX Text SHEET No.
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TOTAL SHEETS
AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt01.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
AutoCAD SHX Text
DATE PLOTTED 4/15/2026 3:19:21 PM4/15/2026 3:19:21 PM
AutoCAD SHX Text
TIME PLOTTED 3:19:21 PM3:19:21 PM
AutoCAD SHX Text
DESIGN
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DETAILS
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QUANTITIES
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BY
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CHECKED
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CHECKED
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CHECKED
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BY
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BY
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SPECIFICATIONS
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BY
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BY
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LAYOUT
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CHECKED
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PLANS AND SPECS
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text 93532
AutoCAD SHX Text 6/30/26
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text J. WIlson
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
D233340CA.02
AutoCAD SHX Text 24C0001
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SAC
AutoCAD SHX Text
CR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text T. Eaton
AutoCAD SHX Text
BRIDGE NO.
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POST MILE
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ORIGINAL SCALE IN INCHES
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FOR REDUCED PLANS
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT ENGINEER
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DESIGN OVERSIGHT
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SIGN OFF DATE
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DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
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DISREGARD PRINTS BEARING
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EARLIER REVISION DATES
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SHEET
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OF
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UNIT:
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PROJECT NUMBER & PHASE:
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REGISTERED CIVIL ENGINEER
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PLANS APPROVAL DATE
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DATE
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COUNTY
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ROUTE
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POST MILES TOTAL PROJECT
AutoCAD SHX Text SHEET No.
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TOTAL SHEETS
AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt01.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
AutoCAD SHX Text
DATE PLOTTED 4/15/2026 3:19:21 PM4/15/2026 3:19:21 PM
AutoCAD SHX Text
TIME PLOTTED 3:19:21 PM3:19:21 PM
AutoCAD SHX Text
DESIGN
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DETAILS
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QUANTITIES
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BY
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CHECKED
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CHECKED
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CHECKED
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BY
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BY
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SPECIFICATIONS
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BY
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BY
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LAYOUT
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CHECKED
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PLANS AND SPECS
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text Notes: 1. Steel orthotropic deck driving surface Steel orthotropic deck driving surface restricts access to weld locations from the top side. Welds expected to be accessed from beneath via UBIT or other non-destructive method. 2. Specified bolt size is approximate; Specified bolt size is approximate; contractor to confirm existing rivet diameter and replace with bolt of same diameter. If existing rivets remain at any specified repair location and are still secure, they may be left intact. 3. Dimensions, component sizes, and steel Dimensions, component sizes, and steel sections labeled on this sheet are approximate. Applicable components are to be replaced or replicated in-kind. The contractor is to field verify pertinent components before manufacturing. 4. The corresponding modern AISC section is The corresponding modern AISC section is identified for each existing steel member and is intended to provide a rough approximation of its size and dimensions. Pertinent dimensions to be verified by contractor.
AutoCAD SHX Text Exist End Panel Bracket
AutoCAD SHX Text Exist Longitudinal Stringer (W18x46)
AutoCAD SHX Text Exist Longitudinal Stringer (W18x46)
AutoCAD SHX Text Exist End Panel Bracket
AutoCAD SHX Text Direction of Travel
AutoCAD SHX Text Direction of Travel
AutoCAD SHX Text Exist Interior Beam (W8x18)
AutoCAD SHX Text Exist Interior Beam (W6x20)
AutoCAD SHX Text Exist Interior Beam (W8x18)
AutoCAD SHX Text Exist Interior Beam (W6x20)
AutoCAD SHX Text Exist 5" Steel Orthotropic Deck, See Note 1
AutoCAD SHX Text Exist 5" Steel Orthotropic Deck, See Note 1
AutoCAD SHX Text Exist Shim 14
AutoCAD SHX Text Exist shim 14
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text Exist Lateral Brace (L3x3x )14)
AutoCAD SHX Text Exist Longitudinal Stringer (W18x46)
AutoCAD SHX Text Exist Lateral Brace (L3x3x )14)
AutoCAD SHX Text Exist Angle Connector to remain
AutoCAD SHX Text Exist Bolts to remain
AutoCAD SHX Text Weld Repair Sequence: 1. Remove existing paint within 4" of weld Remove existing paint within 4" of weld repair location per specifications. 2. Grind away remaining weld residue from Grind away remaining weld residue from broken weld. 3. Install new weld per repair details. Install new weld per repair details. 4. Paint exposed steel and new weld per Paint exposed steel and new weld per specifications.
AutoCAD SHX Text Exist Bolt to remain
AutoCAD SHX Text Exist Angle Connector to remain
AutoCAD SHX Text Exist rivets to be replaced by " HS 34" HSbolts, see Note 2
AutoCAD SHX Text No Scale
AutoCAD SHX Text No Scale
AutoCAD SHX Text Exist Interior Beam (W8x18)
AutoCAD SHX Text Exist 5" Steel Orthotropic Deck, See Note 1
AutoCAD SHX Text Example deck repair with (x2) Deck weld repair locations
AutoCAD SHX Text Exist Longitudinal Stringer (W18x46)
AutoCAD SHX Text Exist rivets to be replaced by " HS 34" HS bolts, see Note 2
AutoCAD SHX Text Direction of Travel
4" min
JOINT ARMOR REPAIR DETAILS
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
DETAIL F: PLAN - ABUTMENT 7
F FE E
DETAIL E: PLAN - PIER 6
SECTION F-FSECTION E-E
4/15/2026
Docusign Envelope ID: EDDC5EFB-C644-82DE-81D4-1358059DD8D2
AutoCAD SHX Text 12"±
AutoCAD SHX Text
BRIDGE NO.
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POST MILE
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ORIGINAL SCALE IN INCHES
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FOR REDUCED PLANS
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PROJECT ENGINEER
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DESIGN OVERSIGHT
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SIGN OFF DATE
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DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
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DISREGARD PRINTS BEARING
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EARLIER REVISION DATES
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UNIT:
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DATE
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COUNTY
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POST MILES TOTAL PROJECT
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TOTAL SHEETS
AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt02.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
AutoCAD SHX Text
DATE PLOTTED 4/15/2026 3:19:29 PM4/15/2026 3:19:29 PM
AutoCAD SHX Text
TIME PLOTTED 3:19:29 PM3:19:29 PM
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DESIGN
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DETAILS
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QUANTITIES
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BY
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CHECKED
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CHECKED
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SPECIFICATIONS
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LAYOUT
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CHECKED
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PLANS AND SPECS
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text 93532
AutoCAD SHX Text 6/30/26
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text J. Wilson
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D233340CA.02
AutoCAD SHX Text 24C0001
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SAC
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CR
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AutoCAD SHX Text J. Wilson
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AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text T. Eaton
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BRIDGE NO.
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POST MILE
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt02.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 4/15/2026 3:19:29 PM4/15/2026 3:19:29 PM
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TIME PLOTTED 3:19:29 PM3:19:29 PM
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DESIGN
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AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text No Scale
AutoCAD SHX Text Joint Armor Repair Sequence: 1. Remove curb as required to expose ends of 12"x " plate. Remove curb as required to expose ends of 12"x " plate. 12" plate. 2. Burn cut all countersunk rivets/plug welds and remove 12"x " plate. Burn cut all countersunk rivets/plug welds and remove 12"x " plate. 12" plate. 3. Grind underlying supporting angles smooth. Grind underlying supporting angles smooth. 4. Repair concrete spalls along both edges of joint opening. Repair concrete spalls along both edges of joint opening. 5. Clean joint, ensuring it is clear of any debris and obstructions. Clean joint, ensuring it is clear of any debris and obstructions. 6. Install new 12"x " structural steel plate in-kind by plug welding to Install new 12"x " structural steel plate in-kind by plug welding to 12" structural steel plate in-kind by plug welding to supporting angles, similar to original plate. Ensure plate is flush with surrounding roadway surface before welding, grinding underlying surface if necessary. 7. Replace curb over reinstalled 12"x " plate. Replace curb over reinstalled 12"x " plate. 12" plate.
AutoCAD SHX Text 12X 12
AutoCAD SHX Text Abutment 7 Concrete Backwall
AutoCAD SHX Text Plug Weld, Typ
AutoCAD SHX Text Exist Supporting Angle, Typ
AutoCAD SHX Text Face of Curb
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AutoCAD SHX Text Face of Curb
AutoCAD SHX Text Exist Floorbeam
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AutoCAD SHX Text Exist Embedded Structural Section to Remain in Place
AutoCAD SHX Text 12X 12
AutoCAD SHX Text To Main Bascule Span
AutoCAD SHX Text To Freeport Blvd
AutoCAD SHX Text Notes: 1. Dimensions, component sizes, and steel sections Dimensions, component sizes, and steel sections labeled on this sheet are approximate. Components are to be replaced or replicated in-kind, so the contractor is to field verify pertinent components before manufacturing.
AutoCAD SHX Text No Scale
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AutoCAD SHX Text Exist Embedded Structural Section to Remain in Place
AutoCAD SHX Text Exist Supporting Angle, Typ
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AutoCAD SHX Text 22'-0"±
22'-0"±
ROLLER & PIN REPAIR DETAILS
COUNTY OF SACRAMENTO
DEPARTMENT OF TRANSPORTATION
PREPARED FOR THE
DETAIL G
G G
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SECTION H-H SECTION J-J SECTION K-K SECTION L-L
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4/15/2026
Docusign Envelope ID: EDDC5EFB-C644-82DE-81D4-1358059DD8D2
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BRIDGE NO.
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DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
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DISREGARD PRINTS BEARING
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EARLIER REVISION DATES
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt03.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 4/15/2026 3:19:31 PM4/15/2026 3:19:31 PM
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TIME PLOTTED 3:19:31 PM3:19:31 PM
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DESIGN
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QUANTITIES
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PLANS AND SPECS
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COMPARED
AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text 93532
AutoCAD SHX Text 6/30/26
AutoCAD SHX Text Jared Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text M. Edgar
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
D233340CA.02
AutoCAD SHX Text 24C0001
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SAC
AutoCAD SHX Text
CR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text J. Wilson
AutoCAD SHX Text I. Kotsyubuk
AutoCAD SHX Text T. Eaton
AutoCAD SHX Text
BRIDGE NO.
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POST MILE
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ORIGINAL SCALE IN INCHES
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FOR REDUCED PLANS
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PROJECT ENGINEER
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DESIGN OVERSIGHT
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SIGN OFF DATE
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DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)
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DISREGARD PRINTS BEARING
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EARLIER REVISION DATES
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SHEET
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OF
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UNIT:
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PROJECT NUMBER & PHASE:
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AutoCAD SHX Text FILE A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD A:\_V-TPD\Projects\CA\Sacramento County\2023\D233340CA.02\500-Design\505 - CADD Files\D233340a-u-dt03.dwg
AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson
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DATE PLOTTED 4/15/2026 3:19:31 PM4/15/2026 3:19:31 PM
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TIME PLOTTED 3:19:31 PM3:19:31 PM
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DESIGN
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QUANTITIES
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AutoCAD SHX Text 2868 PROSPECT PARK DRIVE, SUITE 250 RANCHO CORDOVA, CA 95670 P: 916.368.9181916.368.9181
AutoCAD SHX Text THE COUNTY OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.
AutoCAD SHX Text No Scale
AutoCAD SHX Text Notes: 1. Dimensions, component sizes, and steel sections labeled on this sheet are approximate. Components are to be Dimensions, component sizes, and steel sections labeled on this sheet are approximate. Components are to be replaced or replicated in-kind, so the contractor is to field verify pertinent components before manufacturing. 2. Only one pin may be removed at any given time during repairs. One pin must remain in closed condition while Only one pin may be removed at any given time during repairs. One pin must remain in closed condition while the other is being removed for repair. Before removing a pin for repair, install temporary device on repair side to maintain continuous connection between bascule spans at the repair location before moving construction equipment/vehicles onto the bascule span. 3. Adjust thickness of Proposed Steel Pin Support if needed to avoid conflict with Pin Guide in closed condition. Adjust thickness of Proposed Steel Pin Support if needed to avoid conflict with Pin Guide in closed condition. 4. Proposed steel pin support to be painted before installation.Proposed steel pin support to be painted before installation.
AutoCAD SHX Text Roller & Pin Repair Sequence: 1. Unpin the Retractable Rectangular Steel Pin and remove the pin from the track. Unpin the Retractable Rectangular Steel Pin and remove the pin from the track. 2. Remove and replace existing steel rollers in-kind. Two (2) at each edge of deck, Four (4) total. Remove and replace existing steel rollers in-kind. Two (2) at each edge of deck, Four (4) total. 3. With pin removed, install the additional steel pin support in-kind with the two existing supports. With pin removed, install the additional steel pin support in-kind with the two existing supports. One (1) at each edge of deck, Two (2) total. 4.
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