Freeport_Bridge_Deck_Repair_Project_-_Project_Plans.pdf

PDF 2 MB Posted Jul 30, 2026

Attached to: Freeport Bridge Deck Repair- Rebid 2
Solicitation number: 4702R2
Issued by: Sacramento County, San Francisco City, California

About this file

Written by GovTribe AI · Aug 5, 2026

Summary

This is a project plans document for the Freeport Bridge Deck Repair project prepared by the County of Sacramento, Department of Transportation, Public Works & Infrastructure Agency. The project involves comprehensive deck repair work on Bridge No. 24C0001 (Freeport Bridge), located in Sacramento County, California over the Sacramento River. The work includes weld and bolt repairs at approximately 188 locations (55 interior beam welds, 10 end panel welds, 120 deck welds, and 3 lateral brace bolts), joint armor plate replacement at the bridge approach spans, and roller and pin system repairs at the main bascule span. The repairs are concentrated in the main steel grid bascule span between Pier 4 and Pier 5, with additional work at Pier 6 and Abutment 7. The project plans comprise six sheets: a cover sheet with utilities and contact information, a detour plan with traffic control details, a general plan showing the main bascule span elevation and typical sections, weld and bolt repair details with four detailed repair specifications (DETAIL A through D), joint armor repair details for both Pier 6 and Abutment 7 locations, and roller and pin repair details for the bascule span mechanisms.

The project specifications require all structural steel components to conform to ASTM A709 Grade 50, with all new bolts meeting ASTM F3125 Grade A325 specifications and galvanized high-strength bolts. Welding must comply with AWS D1.1 standards, with weld surfaces cleaned to bare metal and surface preparation achieving 1.5 to 3.5 mils anchor pattern per ASTM D4417. All new welds require application of inorganic zinc-rich primer and two finish coats of exterior grade latex paint. Existing rollers and bushings must be replaced in-kind and returned to the County, while existing pin support inserts shall be replaced with new self-lubricating bronze inserts (ASTM B22 material). The project includes detour planning with Type III barricades, warning lights, and construction area signage. The design was prepared by Jared Wilson with engineering oversight and is dated July 24-30, 2026, with civil engineer signature expiration of June 30, 2028.

View the file

Other files

File	Type	Posted
Freeport_Bridge_Deck_Repair-_Rebid_2_(Addendum_#2_Revision).pdf	PDF	Aug 20, 2026
Freeport_Bridge_Deck_Repair-_Rebid_2_(Addendum_#1_Revision).pdf	PDF	Aug 11, 2026
Freeport_Bridge_Deck_Repair-_Rebid_2.pdf	PDF	Aug 4, 2026
Freeport_Bridge_Deck_Repair_Project_-_Special_Provisions_Package.pdf	PDF	Aug 3, 2026
Re__Order_No._4066528_-_NTC_4702R2_confirmation.pdf	PDF	Jul 31, 2026
4702R2_AdTech_Advertising_System.pdf	PDF	Jul 31, 2026
FHWA_1273_-_10.2023.pdf	PDF	Jul 30, 2026
ATTACHMENT_2_Title_VI_Assurances.pdf	PDF	Jul 30, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

C O

EL DORADO CO

TACOS

TRA

CON

SOLANO

SAN

220 CO

JOAQUIN

SUTTER CO PLACER CO

PROJECT SITE

PROJECT

FREEPORT- BRIDGE NO. 24C0001

FREEPORT BRIDGE

DECK REPAIR PROJECT

DEPARTMENT OF TRANSPORTATION

PUBLIC WORKS & INFRASTRUCTURE AGENCYLOCATION

CS01CS01

D E

P A

E N

T O

A N

S P

O R

O N

SCALE

DRAWING

PREPARED BY

SHEET

DATE

POCKET NO. FOLDER NO. PLANFILE NO.

C O

U N

F S

A C

R A

M E

P U

C W

O R

K S

U C

E A

G E

N C

E D

Docusign Envelope ID: 4181A8DA-38B3-8459-824A-E92BDF3D6889

7/30/2026

AutoCAD SHX Text

LAMBERT

AutoCAD SHX Text

TWIN CITIES

AutoCAD SHX Text

ISLETON

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

RIVER

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text

METRO

AutoCAD SHX Text

AIRPORT

AutoCAD SHX Text

CITY

AutoCAD SHX Text

FOLSOM

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

FOLSOM

AutoCAD SHX Text

GALT

AutoCAD SHX Text

ESCHINGER RD

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text

D-FRANK

AutoCAD SHX Text

HOO

AutoCAD SHX Text

SHELDON

AutoCAD SHX Text

GROVE

AutoCAD SHX Text

ELK

AutoCAD SHX Text

STOCKTON

AutoCAD SHX Text

RNC

AutoCAD SHX Text

BILBY RD

AutoCAD SHX Text

KAMMERER RD

AutoCAD SHX Text

POPPY RIDGE

AutoCAD SHX Text

BRUCEVILLE RD

AutoCAD SHX Text

LAGUNA BL

AutoCAD SHX Text U. P. R. R.

AutoCAD SHX Text

BIG

AutoCAD SHX Text

HORN

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

CENTER PKWY

AutoCAD SHX Text

EHRHARDT

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

MACK

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

24TH

AutoCAD SHX Text

MEADOWVIEW

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text

RUSH RIVER

AutoCAD SHX Text

WINDBRIDGE

AutoCAD SHX Text

INN

AutoCAD SHX Text

POWER

AutoCAD SHX Text C.C.T. R.R.

AutoCAD SHX Text

CALVINE

AutoCAD SHX Text

GERBER RD

AutoCAD SHX Text

ELK GROVE - FLORIN RD

AutoCAD SHX Text S.P. R.R.

AutoCAD SHX Text

BOND

AutoCAD SHX Text

BRADSHAW

AutoCAD SHX Text

WATERMAN

AutoCAD SHX Text

FLORIN PERKINS RD

AutoCAD SHX Text

SCALE: 1"=1 MILE

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

%%UDRAWING

AutoCAD SHX Text

INDEX OF SHEETS

AutoCAD SHX Text

%%USHEET

AutoCAD SHX Text

%%UDESCRIPTION

AutoCAD SHX Text

CS01

AutoCAD SHX Text

WELD REPAIR DETAILS

AutoCAD SHX Text

DT01

AutoCAD SHX Text

DT03

AutoCAD SHX Text

ROLLER AND PIN REPAIR DETAILS

AutoCAD SHX Text

DT02

AutoCAD SHX Text

JOINT ARMOR REPAIR DETAILS

AutoCAD SHX Text

SCALE: 1"=5 MILES

AutoCAD SHX Text

GAS: P.G.& E.

AutoCAD SHX Text

ELECTRICITY: S.M.U.D.

AutoCAD SHX Text

TELEPHONE: AT&T

AutoCAD SHX Text

UNDERGROUND SERVICE ALERT

AutoCAD SHX Text

ROADS: SACRAMENTO COUNTY

AutoCAD SHX Text DRAINAGE: SAC. Co. WATER RESOURCES

AutoCAD SHX Text

ROADS: YOLO COUNTY

AutoCAD SHX Text 1-800-227-2600

AutoCAD SHX Text

PHONE

AutoCAD SHX Text

(916) 732-7344

AutoCAD SHX Text

(916) 874-7281

AutoCAD SHX Text

(916) 874-8812

AutoCAD SHX Text

(530) 666-8039

AutoCAD SHX Text

(916) 298-9758

AutoCAD SHX Text

STEPHEN JONES

AutoCAD SHX Text

EDWARD OWEN

AutoCAD SHX Text

TIM STEVENS

AutoCAD SHX Text

REPRESENTATIVE

AutoCAD SHX Text

MIKE DURKEE

AutoCAD SHX Text

TODD RIDDIOUGH

AutoCAD SHX Text

UTILITY REPRESENTATIVES

AutoCAD SHX Text

UTILITY

AutoCAD SHX Text

FIRE: COURTLAND FIRE

AutoCAD SHX Text

(916) 484-2445

AutoCAD SHX Text

ED SAYERS

AutoCAD SHX Text

DAVID WELCH

AutoCAD SHX Text

(916) 439-4814

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CONTRACT NO:

AutoCAD SHX Text

PUBLIC WORKS & INFRASTRUCTURE AGENCY

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

CHIEF, DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

GENERAL PLAN

AutoCAD SHX Text

GP01

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text February

AutoCAD SHX Text O

AutoCAD SHX Text Y

AutoCAD SHX Text T

AutoCAD SHX Text 18, AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text N

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

AutoCAD SHX Text N/A

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 11/25

AutoCAD SHX Text

AutoCAD SHX Text 10/25

AutoCAD SHX Text

AutoCAD SHX Text 10/25

AutoCAD SHX Text

HORIZONTAL:

AutoCAD SHX Text

INCHES

AutoCAD SHX Text

FEET

AutoCAD SHX Text

VERTICAL:

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text Y

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text February

AutoCAD SHX Text 18, AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text

CHECK:

AutoCAD SHX Text

DESIGN:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text

SURVEY:

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text C93532

AutoCAD SHX Text

DETOUR PLAN

AutoCAD SHX Text

DE01

AutoCAD SHX Text N/A

BARRICADES

WARNING LIGHTS

STATIONARY MOUNTED CONSTRUCTION AREA SIGNS

SP-1

VICINITY MAP DETAIL B

DETAIL A

PREPARED FOR THE FREEPORT BRIDGE DECK REPAIR

DETOUR PLAN

COUNTY OF SACRAMENTO

DEPARTMENT OF TRANSPORTATION

7/24/2026

Docusign Envelope ID: 4181A8DA-38B3-8459-824A-E92BDF3D6889

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

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.

AutoCAD SHX Text LEGEND: : CONSTRUCTION AREA SIGN WORK AREA CONSTRUCTION AREA SIGN (CAS) NUMBER TYPE III BARRICADE

AutoCAD SHX Text

BARRICADE

AutoCAD SHX Text No. OF BARRICADES

AutoCAD SHX Text TYPE lll

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

WARNING LIGHTS

AutoCAD SHX Text

NO OF LIGHTS

AutoCAD SHX Text

TYPE B MOUNTED ON BARRICADE

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

AutoCAD SHX Text SIGN No.

AutoCAD SHX Text

SIGN CODE

AutoCAD SHX Text

PANEL SIZE

AutoCAD SHX Text

SIGN MESSAGE

AutoCAD SHX Text

SIZE OF POST

AutoCAD SHX Text

NUMBER OF SIGNS

AutoCAD SHX Text A

AutoCAD SHX Text R11-2

AutoCAD SHX Text 48" x 30"

AutoCAD SHX Text

"ROAD CLOSED"

AutoCAD SHX Text

MOUNTED ON BARRICADE

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

SP-1

AutoCAD SHX Text 48" x 30"

AutoCAD SHX Text

"FREEPORT BRIDGE" CLOSED NO THRU TRAFFIC, TAKE ALTERNATE ROUTE

AutoCAD SHX Text 4" x 6"

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

S RIVER RD

AutoCAD SHX Text B

AutoCAD SHX Text

"FREEPORT BRIDGE" CLOSED NO THRU TRAFFIC, TAKE ALTERNATE ROUTE

AutoCAD SHX Text 30"

AutoCAD SHX Text 48"

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SUTTER SLOUGH BRIDGE RD

AutoCAD SHX Text

DETAIL B

AutoCAD SHX Text

DETAIL A

AutoCAD SHX Text

COURTLAND RD

AutoCAD SHX Text

CONSUMNES RIVER BLVD

AutoCAD SHX Text

INTERSTATE-5

AutoCAD SHX Text No Scale

AutoCAD SHX Text

FREEPORT BRIDGE RD

AutoCAD SHX Text

PAINTERSVILLE BRIDGE RD

AutoCAD SHX Text

FREEPORT BLVD

AutoCAD SHX Text

RIVER RD

AutoCAD SHX Text

RIVER RD

AutoCAD SHX Text

W/ TYPE B WARNING LIGHTS

AutoCAD SHX Text

S RIVER RD

AutoCAD SHX Text

INTERSTATE-5

AutoCAD SHX Text

JEFFERSON BLVD

AutoCAD SHX Text

CLARKSBURG RD

AutoCAD SHX Text

HOOD FRANKLIN RD

AutoCAD SHX Text

S RIVER RD

AutoCAD SHX Text

RIVER RD

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

POST MILE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES

AutoCAD SHX Text

FOR REDUCED PLANS

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

DESIGN OVERSIGHT

AutoCAD SHX Text

SIGN OFF DATE

AutoCAD SHX Text

DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)

AutoCAD SHX Text

DISREGARD PRINTS BEARING

AutoCAD SHX Text

EARLIER REVISION DATES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

UNIT:

AutoCAD SHX Text

PROJECT NUMBER & PHASE:

AutoCAD SHX Text

CONTRACT NO.:

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED CIVIL ENGINEER

AutoCAD SHX Text

PLANS APPROVAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Dist

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

POST MILES TOTAL PROJECT

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

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\D233340rmg.dwg

AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson

AutoCAD SHX Text

DATE PLOTTED 7/23/2026 3:34:37 PM7/23/2026 3:34:37 PM

AutoCAD SHX Text

TIME PLOTTED 3:34:37 PM3:34:37 PM

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PLANS AND SPECS

AutoCAD SHX Text

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 6/30/28

AutoCAD SHX Text Jared Wilson

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text M. Edgar

AutoCAD SHX Text I. Kotsyubuk

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text

D233340CA.02

AutoCAD SHX Text 24C0001

AutoCAD SHX Text

SAC

AutoCAD SHX Text

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text I. Kotsyubuk

AutoCAD SHX Text T. Eaton

AutoCAD SHX Text

SACRAMENTO RIVER

AutoCAD SHX Text

SACRAMENTO RIVER

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

7/24/2026

Docusign Envelope ID: 4181A8DA-38B3-8459-824A-E92BDF3D6889

AutoCAD SHX Text x4

AutoCAD SHX Text x5

AutoCAD SHX Text x2

AutoCAD SHX Text x3

AutoCAD SHX Text x2

AutoCAD SHX Text x1

AutoCAD SHX Text x2

AutoCAD SHX Text x3

AutoCAD SHX Text x1

AutoCAD SHX Text x2

AutoCAD SHX Text x1

AutoCAD SHX Text x4

AutoCAD SHX Text x2

AutoCAD SHX Text x4

AutoCAD SHX Text x1

AutoCAD SHX Text x2

AutoCAD SHX Text x3

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

POST MILE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES

AutoCAD SHX Text

FOR REDUCED PLANS

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

DESIGN OVERSIGHT

AutoCAD SHX Text

SIGN OFF DATE

AutoCAD SHX Text

DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)

AutoCAD SHX Text

DISREGARD PRINTS BEARING

AutoCAD SHX Text

EARLIER REVISION DATES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

UNIT:

AutoCAD SHX Text

PROJECT NUMBER & PHASE:

AutoCAD SHX Text

CONTRACT NO.:

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED CIVIL ENGINEER

AutoCAD SHX Text

PLANS APPROVAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Dist

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

POST MILES TOTAL PROJECT

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson

AutoCAD SHX Text

DATE PLOTTED 7/28/2026 11:45:23 AM7/28/2026 11:45:23 AM

AutoCAD SHX Text

TIME PLOTTED 11:45:23 AM11:45:23 AM

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PLANS AND SPECS

AutoCAD SHX Text

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 6/30/28

AutoCAD SHX Text Jared Wilson

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text M. Edgar

AutoCAD SHX Text I. Kotsyubuk

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text

D233340CA.02

AutoCAD SHX Text 24C0001

AutoCAD SHX Text

SAC

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.

AutoCAD SHX Text

POST MILE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES

AutoCAD SHX Text

FOR REDUCED PLANS

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

DESIGN OVERSIGHT

AutoCAD SHX Text

SIGN OFF DATE

AutoCAD SHX Text

DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)

AutoCAD SHX Text

DISREGARD PRINTS BEARING

AutoCAD SHX Text

EARLIER REVISION DATES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

UNIT:

AutoCAD SHX Text

PROJECT NUMBER & PHASE:

AutoCAD SHX Text

CONTRACT NO.:

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED CIVIL ENGINEER

AutoCAD SHX Text

PLANS APPROVAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Dist

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

POST MILES TOTAL PROJECT

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson

AutoCAD SHX Text

DATE PLOTTED 7/28/2026 11:45:23 AM7/28/2026 11:45:23 AM

AutoCAD SHX Text

TIME PLOTTED 11:45:23 AM11:45:23 AM

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PLANS AND SPECS

AutoCAD SHX Text

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 Roadway Clearance

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: x55 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 x120 Deck weld repair, see DETAIL C Deck weld repair, see DETAIL C x3 Lateral Brace bolt repair, see DETAIL D Lateral 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 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: BRONZE INSERTS: 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 bronze inserts will be self-lubricating and conform to ASTM B22. 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. Welders and welds must comply with the qualifications and procedures described in 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 Truss Height

AutoCAD SHX Text ±13'-6"

AutoCAD SHX Text Truss Height

AutoCAD SHX Text ±10'-6"

AutoCAD SHX Text Truss Height

AutoCAD SHX Text ±17'-9"

AutoCAD SHX Text Typ

AutoCAD SHX Text Truss Height ±10'-6"min and Var

AutoCAD SHX Text x2

AutoCAD SHX Text x4

AutoCAD SHX Text x5

AutoCAD SHX Text x4

AutoCAD SHX Text x15

AutoCAD SHX Text x4

AutoCAD SHX Text x6

AutoCAD SHX Text x9

AutoCAD SHX Text x5

AutoCAD SHX Text x2

AutoCAD SHX Text x3

AutoCAD SHX Text x4 x5

WELD AND BOLT REPAIR DETAILS

COUNTY OF SACRAMENTO

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

DETAIL A DETAIL B DETAIL D

A A B B

SECTION A-A SECTION B-B SECTION D-D

DETAIL C

SECTION C-C

7/24/2026

Docusign Envelope ID: 4181A8DA-38B3-8459-824A-E92BDF3D6889

AutoCAD SHX Text

TYP

AutoCAD SHX Text 1/4

AutoCAD SHX Text

TYP

AutoCAD SHX Text 1/4

AutoCAD SHX Text

TYP

AutoCAD SHX Text 1/4

AutoCAD SHX Text

TYP

AutoCAD SHX Text 1/4

AutoCAD SHX Text

TYP

AutoCAD SHX Text 1/4

AutoCAD SHX Text

TYP

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

POST MILE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES

AutoCAD SHX Text

FOR REDUCED PLANS

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

DESIGN OVERSIGHT

AutoCAD SHX Text

SIGN OFF DATE

AutoCAD SHX Text

DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)

AutoCAD SHX Text

DISREGARD PRINTS BEARING

AutoCAD SHX Text

EARLIER REVISION DATES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

UNIT:

AutoCAD SHX Text

PROJECT NUMBER & PHASE:

AutoCAD SHX Text

CONTRACT NO.:

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED CIVIL ENGINEER

AutoCAD SHX Text

PLANS APPROVAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Dist

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

POST MILES TOTAL PROJECT

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson

AutoCAD SHX Text

DATE PLOTTED 7/23/2026 3:34:46 PM7/23/2026 3:34:46 PM

AutoCAD SHX Text

TIME PLOTTED 3:34:46 PM3:34:46 PM

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PLANS AND SPECS

AutoCAD SHX Text

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 6/30/28

AutoCAD SHX Text Jared Wilson

AutoCAD SHX Text J. WIlson

AutoCAD SHX Text M. Edgar

AutoCAD SHX Text I. Kotsyubuk

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text

D233340CA.02

AutoCAD SHX Text 24C0001

AutoCAD SHX Text

SAC

AutoCAD SHX Text

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text I. Kotsyubuk

AutoCAD SHX Text T. Eaton

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

POST MILE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES

AutoCAD SHX Text

FOR REDUCED PLANS

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

DESIGN OVERSIGHT

AutoCAD SHX Text

SIGN OFF DATE

AutoCAD SHX Text

DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)

AutoCAD SHX Text

DISREGARD PRINTS BEARING

AutoCAD SHX Text

EARLIER REVISION DATES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

UNIT:

AutoCAD SHX Text

PROJECT NUMBER & PHASE:

AutoCAD SHX Text

CONTRACT NO.:

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED CIVIL ENGINEER

AutoCAD SHX Text

PLANS APPROVAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Dist

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

POST MILES TOTAL PROJECT

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson

AutoCAD SHX Text

DATE PLOTTED 7/23/2026 3:34:46 PM7/23/2026 3:34:46 PM

AutoCAD SHX Text

TIME PLOTTED 3:34:46 PM3:34:46 PM

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PLANS AND SPECS

AutoCAD SHX Text

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 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 End Panel Bracket

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 Shim 14

AutoCAD SHX Text Exist shim 14

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 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

7/24/2026

Docusign Envelope ID: 4181A8DA-38B3-8459-824A-E92BDF3D6889

AutoCAD SHX Text 12"±

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

POST MILE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES

AutoCAD SHX Text

FOR REDUCED PLANS

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

DESIGN OVERSIGHT

AutoCAD SHX Text

SIGN OFF DATE

AutoCAD SHX Text

DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)

AutoCAD SHX Text

DISREGARD PRINTS BEARING

AutoCAD SHX Text

EARLIER REVISION DATES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

UNIT:

AutoCAD SHX Text

PROJECT NUMBER & PHASE:

AutoCAD SHX Text

CONTRACT NO.:

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED CIVIL ENGINEER

AutoCAD SHX Text

PLANS APPROVAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Dist

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

POST MILES TOTAL PROJECT

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson

AutoCAD SHX Text

DATE PLOTTED 7/23/2026 3:34:53 PM7/23/2026 3:34:53 PM

AutoCAD SHX Text

TIME PLOTTED 3:34:53 PM3:34:53 PM

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PLANS AND SPECS

AutoCAD SHX Text

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 6/30/28

AutoCAD SHX Text 5/14/26

AutoCAD SHX Text Jared Wilson

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text M. Edgar

AutoCAD SHX Text I. Kotsyubuk

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text

D233340CA.02

AutoCAD SHX Text 24C0001

AutoCAD SHX Text

SAC

AutoCAD SHX Text

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text I. Kotsyubuk

AutoCAD SHX Text T. Eaton

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

POST MILE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES

AutoCAD SHX Text

FOR REDUCED PLANS

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

DESIGN OVERSIGHT

AutoCAD SHX Text

SIGN OFF DATE

AutoCAD SHX Text

DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)

AutoCAD SHX Text

DISREGARD PRINTS BEARING

AutoCAD SHX Text

EARLIER REVISION DATES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

UNIT:

AutoCAD SHX Text

PROJECT NUMBER & PHASE:

AutoCAD SHX Text

CONTRACT NO.:

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED CIVIL ENGINEER

AutoCAD SHX Text

PLANS APPROVAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Dist

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

POST MILES TOTAL PROJECT

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson

AutoCAD SHX Text

DATE PLOTTED 7/23/2026 3:34:53 PM7/23/2026 3:34:53 PM

AutoCAD SHX Text

TIME PLOTTED 3:34:53 PM3:34:53 PM

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PLANS AND SPECS

AutoCAD SHX Text

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 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 up to Repair concrete spalls along both edges of joint opening up to 1 foot on either side. 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

AutoCAD SHX Text Exist Floorbeam

AutoCAD SHX Text 12X 12

AutoCAD SHX Text Exist Supporting Angle

AutoCAD SHX Text 12X 12

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

AutoCAD SHX Text Exist Embedded Structural Section to Remain in Place

AutoCAD SHX Text Exist Supporting Angle, Typ

AutoCAD SHX Text 22'-0"±

ROLLER & PIN REPAIR DETAILS

COUNTY OF SACRAMENTO

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

DETAIL G

G G

VIEW G-G

SECTION H-H SECTION J-J SECTION K-K SECTION L-L

H K

L L

7/24/2026

Docusign Envelope ID: 4181A8DA-38B3-8459-824A-E92BDF3D6889

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

POST MILE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES

AutoCAD SHX Text

FOR REDUCED PLANS

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

DESIGN OVERSIGHT

AutoCAD SHX Text

SIGN OFF DATE

AutoCAD SHX Text

DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)

AutoCAD SHX Text

DISREGARD PRINTS BEARING

AutoCAD SHX Text

EARLIER REVISION DATES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

UNIT:

AutoCAD SHX Text

PROJECT NUMBER & PHASE:

AutoCAD SHX Text

CONTRACT NO.:

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED CIVIL ENGINEER

AutoCAD SHX Text

PLANS APPROVAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Dist

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

POST MILES TOTAL PROJECT

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson

AutoCAD SHX Text

DATE PLOTTED 7/28/2026 11:47:12 AM7/28/2026 11:47:12 AM

AutoCAD SHX Text

TIME PLOTTED 11:47:12 AM11:47:12 AM

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PLANS AND SPECS

AutoCAD SHX Text

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 6/30/28

AutoCAD SHX Text 5/14/26

AutoCAD SHX Text Jared Wilson

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text M. Edgar

AutoCAD SHX Text I. Kotsyubuk

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text

D233340CA.02

AutoCAD SHX Text 24C0001

AutoCAD SHX Text

SAC

AutoCAD SHX Text

AutoCAD SHX Text J. Wilson

AutoCAD SHX Text I. Kotsyubuk

AutoCAD SHX Text T. Eaton

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

POST MILE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES

AutoCAD SHX Text

FOR REDUCED PLANS

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

DESIGN OVERSIGHT

AutoCAD SHX Text

SIGN OFF DATE

AutoCAD SHX Text

DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10)

AutoCAD SHX Text

DISREGARD PRINTS BEARING

AutoCAD SHX Text

EARLIER REVISION DATES

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

UNIT:

AutoCAD SHX Text

PROJECT NUMBER & PHASE:

AutoCAD SHX Text

CONTRACT NO.:

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED CIVIL ENGINEER

AutoCAD SHX Text

PLANS APPROVAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text Dist

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

POST MILES TOTAL PROJECT

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text USERNAME Jared.WilsonJared.Wilson

AutoCAD SHX Text

DATE PLOTTED 7/28/2026 11:47:12 AM7/28/2026 11:47:12 AM

AutoCAD SHX Text

TIME PLOTTED 11:47:12 AM11:47:12 AM

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PLANS AND SPECS

AutoCAD SHX Text

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 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. Proposed steel pin support shall be weldment matching the same dimensions as the existing pin support, including Proposed steel pin support shall be weldment matching the same dimensions as the existing pin support, including the insert. Adjust thickness of the proposed steel pin support as needed to avoid conflict with pin guide in closed condition.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 5, 2026.