4710_Shoulder_Backing_Repair_Project_Plans.pdf
PDF 7 MB Posted
- Attached to
- Shoulder Backing Repair Project
- Solicitation number
- 4710
- Issued by
- Sacramento County, San Francisco City, California
About this file
This document is a project plan set prepared by the County of Sacramento Department of Transportation under the Community Services Agency for the Shoulder Backing Repair Project. The project encompasses shoulder and roadside reconstruction work at two primary locations: White Rock Road (875 feet east of Savannah Parkway and 650 feet west of County Line) and Scott Road (125 feet north of Latrobe Road). Work includes shoulder backing repairs, roadway reconstruction, ditch reconstruction, and the replacement of a 12-inch by 30-foot existing corrugated steel pipe culvert. At White Rock Road Location 1, the project calls for 289 feet by 12 feet of new roadway section, while Location 2 requires 1,210 feet by 1 foot of shoulder reconstruction area plus roadside ditch reconstruction. Scott Road locations involve shoulder reconstruction areas of 235 feet by 1 foot and 145 feet by 10 feet at Location 1, and 485 feet of shoulder reconstruction at Location 2. The plan set includes typical sections demonstrating construction details with geogrid wrapping for shoulder backing and aggregate base, with finished grades matching existing flow lines and hinge points. The project date is listed as February 18, 1850, and the plan file number is 97152.
The project plans specify materials and construction standards including hot mix asphalt, Class 2 aggregate base, recycled slurry cap under asphalt, and recycled slurry processing (RSP) materials graded to 12 inches minus. Utility coordination is required with multiple agencies including S.M.U.D. for electrical, Sacramento County Water Quality for sewer, Sacramento County Water Resources for drainage, and AT&T for row rights. The plans note transmission pipelines with depths of 24 to 36 inches and 2-inch conduits in the project areas. Slope requirements vary from 0 to 4 percent for existing grade matching to 10 to 40 percent slope variations, with 2 percent slopes specified for 1-foot and 10-foot shoulder widths. The document was last revised May 21, 2026, and includes detailed cross-sections and location maps for contractor reference during bid preparation and project execution.
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Text version
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Hobday Road over Badger Creek Culvert Replacement Project _____________________
BEGIN PROJECT
END PROJECT
PROJECT LOCATIONS
WHITE ROCK ROAD 875' EAST OF SAVANNAH PARKWAY
WHITE ROCK ROAD 650' WEST OF COUNTY LINE
SCOTT ROAD 125' NORTH OF LATROBE ROAD
SHOULDER BACKING REPAIR PROJECT
DEPARTMENT OF TRANSPORTATION
COMMUNITY
SERVICES AGENCY
CS1 CS1
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BEGIN PROJECT
END PROJECT
Docusign Envelope ID: 11569A7A-6F7C-84DE-8366-D538D52CC845
5/21/2026
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SCALE: 1"=5000 FT.
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INDEX OF SHEETS
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SCALE: 1"=5 MILES
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ELECTRICITY: S.M.U.D.
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ROW: AT&T
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UNDERGROUND SERVICE ALERT
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SEWER: SAC. CO. WATER QUALITY
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ROADS: SAC. CO. TRANSPORTATION
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PHONE
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(916) 732-7344
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(916) 876-6008
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(916) 876-6386
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(916) 874-7267
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(916) 505-7308
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AutoCAD SHX Text 18, AutoCAD SHX Text O
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AutoCAD SHX Text DESCRIPTION SHEET DRAWING SHEET DRAWING SHEET DRAWING DRAWING DRAWING CS1 1 COVER SHEET 1 COVER SHEET COVER SHEET WR1 - WR2 2-3 WHITE ROCK ROAD 2-3 WHITE ROCK ROAD WHITE ROCK ROAD S1 - S2 4-5 SCOTT ROAD 4-5 SCOTT ROAD SCOTT ROAD TS1 - TS2 6-7 TYPICAL SECTIONS6-7 TYPICAL SECTIONSTYPICAL SECTIONS
AutoCAD SHX Text P:\SHARED FOLDERS\MAINTENANCE ENGINEERING\PROJECTS\BRIDGE PROJECTS\RFS044 & RFS046 - SHOULDER BACKING REPAIR PROJECT\AUTOCAD\PLAN SETS\SHOULDER BACKING REPAIR PROJECT.DWG Last Saved: 5/21/2026 11:18 AM DryeB Last Saved: 5/21/2026 11:18 AM DryeB5/21/2026 11:18 AM DryeB DryeBDryeB
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
TRS
AutoCAD SHX Text 05/2026
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
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Docusign Envelope ID: 11569A7A-6F7C-84DE-8366-D538D52CC845
AutoCAD SHX Text
HORIZONTAL:
AutoCAD SHX Text
INCHES
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FEET
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OF
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AutoCAD SHX Text
VERTICAL:
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AutoCAD SHX Text
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AutoCAD SHX Text C
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AutoCAD SHX Text 18, AutoCAD SHX Text O
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DESIGN:
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AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text
OF
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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/DATE
AutoCAD SHX Text 97152
AutoCAD SHX Text NEW ROADWAY SECTION (289' x 12')
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text P:\SHARED FOLDERS\MAINTENANCE ENGINEERING\PROJECTS\BRIDGE PROJECTS\RFS044 & RFS046 - SHOULDER BACKING REPAIR PROJECT\AUTOCAD\PLAN SETS\SHOULDER BACKING REPAIR PROJECT.DWG Last Saved: 5/21/2026 11:18 AM DryeB Last Saved: 5/21/2026 11:18 AM DryeB5/21/2026 11:18 AM DryeB DryeBDryeB
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
TRS
AutoCAD SHX Text 05/2026
AutoCAD SHX Text 1" = 15'
AutoCAD SHX Text 1" = 15'
AutoCAD SHX Text
WHITE ROCK ROAD
AutoCAD SHX Text
TRANSMISSION PIPELINE DEPTH 24-36"
AutoCAD SHX Text
2" CONDUIT
AutoCAD SHX Text
SHOULDER RECONSTRUCTION
AutoCAD SHX Text
SHOULDER RECONSTRUCTION ROADWAY RECONSTRUCTION DITCH RECONSTRUCTION
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text 12" x 30' EXISTING CORRUGATED STEEL PIPE TO BE REPLACED WITH NEW CSP, MATCH EXISITING INFLOW AND OUTFLOW ELEVATIONS BACKFILL WITH SLURRY CAP UNDER AC
AutoCAD SHX Text
875' TO SAVANNAH PARKWAY
3500' TO COUNTY LINE
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PROJECT NAME
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Docusign Envelope ID: 11569A7A-6F7C-84DE-8366-D538D52CC845
AutoCAD SHX Text
HORIZONTAL:
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INCHES
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FEET
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OF
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VERTICAL:
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AutoCAD SHX Text L
AutoCAD SHX Text A
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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 E
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AutoCAD SHX Text C
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AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text
OF
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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/DATE
AutoCAD SHX Text 97152
AutoCAD SHX Text
WHITE ROCK ROAD
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text SHOULDER RECONSTRUCTION AREA (1210' x 1')
AutoCAD SHX Text
ROADSIDE DITCH RECONSTRUCTION AREA
AutoCAD SHX Text P:\SHARED FOLDERS\MAINTENANCE ENGINEERING\PROJECTS\BRIDGE PROJECTS\RFS044 & RFS046 - SHOULDER BACKING REPAIR PROJECT\AUTOCAD\PLAN SETS\SHOULDER BACKING REPAIR PROJECT.DWG Last Saved: 5/21/2026 11:18 AM DryeB Last Saved: 5/21/2026 11:18 AM DryeB5/21/2026 11:18 AM DryeB DryeBDryeB
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
TRS
AutoCAD SHX Text 05/2026
AutoCAD SHX Text 1" = 50'
AutoCAD SHX Text 1" = 50'
AutoCAD SHX Text
2570' TO SAVANNAH PARKWAY
650' TO COUNTY LINE
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Docusign Envelope ID: 11569A7A-6F7C-84DE-8366-D538D52CC845
AutoCAD SHX Text
HORIZONTAL:
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INCHES
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FEET
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OF
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AutoCAD SHX Text 18, AutoCAD SHX Text O
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AutoCAD SHX Text N
AutoCAD SHX Text A
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AutoCAD SHX Text
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DESIGN:
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DRAWN:
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AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
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AutoCAD SHX Text E
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AutoCAD SHX Text A
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AutoCAD SHX Text
OF
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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/DATE
AutoCAD SHX Text 97152
AutoCAD SHX Text P:\SHARED FOLDERS\MAINTENANCE ENGINEERING\PROJECTS\BRIDGE PROJECTS\RFS044 & RFS046 - SHOULDER BACKING REPAIR PROJECT\AUTOCAD\PLAN SETS\SHOULDER BACKING REPAIR PROJECT.DWG Last Saved: 5/21/2026 11:18 AM DryeB Last Saved: 5/21/2026 11:18 AM DryeB5/21/2026 11:18 AM DryeB DryeBDryeB
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
TRS
AutoCAD SHX Text 05/2026
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text SHOULDER RECONSTRUCTION AREA (235' x 1' and 145' x 10')
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text
SCOTT ROAD
AutoCAD SHX Text
LATROBE ROAD
AutoCAD SHX Text
SMUD UTILITY LINES
AutoCAD SHX Text
ROADSIDE DITCH RECONSTRUCTION AREA
FL 1.4%
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Docusign Envelope ID: 11569A7A-6F7C-84DE-8366-D538D52CC845
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HORIZONTAL:
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INCHES
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DESIGN:
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DRAWN:
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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 E
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AutoCAD SHX Text A
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AutoCAD SHX Text A
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AutoCAD SHX Text C
AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text
OF
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/DATE
AutoCAD SHX Text 97152
AutoCAD SHX Text P:\SHARED FOLDERS\MAINTENANCE ENGINEERING\PROJECTS\BRIDGE PROJECTS\RFS044 & RFS046 - SHOULDER BACKING REPAIR PROJECT\AUTOCAD\PLAN SETS\SHOULDER BACKING REPAIR PROJECT.DWG Last Saved: 5/21/2026 11:18 AM DryeB Last Saved: 5/21/2026 11:18 AM DryeB5/21/2026 11:18 AM DryeB DryeBDryeB
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
TRS
AutoCAD SHX Text 05/2026
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
SHOULDER RECONSTRUCTION AREA (485')
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text
SCOTT ROAD
AutoCAD SHX Text
420' TO CARSON CREEK BRIDGE
0.4 MILES TO DRIVEWAY
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WHITE ROCK ROAD LOCATION 1
WHITE ROCK ROAD LOCATION 2
Docusign Envelope ID: 11569A7A-6F7C-84DE-8366-D538D52CC845
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DESIGN:
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DRAWN:
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AutoCAD SHX Text A
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AutoCAD SHX Text O
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AutoCAD SHX Text F
AutoCAD SHX Text
OF
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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/DATE
AutoCAD SHX Text 97152
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text P:\SHARED FOLDERS\MAINTENANCE ENGINEERING\PROJECTS\BRIDGE PROJECTS\RFS044 & RFS046 - SHOULDER BACKING REPAIR PROJECT\AUTOCAD\PLAN SETS\SHOULDER BACKING REPAIR PROJECT.DWG Last Saved: 5/21/2026 11:18 AM DryeB Last Saved: 5/21/2026 11:18 AM DryeB5/21/2026 11:18 AM DryeB DryeBDryeB
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
BJD
AutoCAD SHX Text 05/2026
AutoCAD SHX Text
TRS
AutoCAD SHX Text 05/2026
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
MATCH EXISTING GRADE (0-4%)
AutoCAD SHX Text
2% SLOPE FOR 1' WIDTH ON SHOULDER
AutoCAD SHX Text
SLOPE VARIES (10-40%)
AutoCAD SHX Text
GEOGRID
AutoCAD SHX Text SHOULDER BACKING (WRAP WITH GEOGRID) HOT MIX ASPHALT CLASS 2 AGGREGATE BASE (WRAP WITH GEOGRID) RSP (12"-Minus)
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LEGEND
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2% SLOPE FOR 1' WIDTH ON SHOULDER
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MATCH EXISTING HINGE POINT/FENCE LINE
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SHOULDER BACKING REPAIR PROJECT
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NSSCOTT ROAD LOCATION 1
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SCOTT ROAD LOCATION 1
Docusign Envelope ID: 11569A7A-6F7C-84DE-8366-D538D52CC845
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SIGNATURE/DATE
AutoCAD SHX Text 97152
AutoCAD SHX Text P:\SHARED FOLDERS\MAINTENANCE ENGINEERING\PROJECTS\BRIDGE PROJECTS\RFS044 & RFS046 - SHOULDER BACKING REPAIR PROJECT\AUTOCAD\PLAN SETS\SHOULDER BACKING REPAIR PROJECT.DWG Last Saved: 5/21/2026 11:18 AM DryeB Last Saved: 5/21/2026 11:18 AM DryeB5/21/2026 11:18 AM DryeB DryeBDryeB
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BJD
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NO GEOGRID WRAP FOR AB OR SHOULDER BACKING AT SCOTT ROAD LOCATION 2
0.5'
| Sheets and Views |
| Shoulder Backing Repair Project-Cover Sheet |
| Shoulder Backing Repair Project-White Rock Rd 1 |
| Shoulder Backing Repair Project-White Rock Road 2 |
| Shoulder Backing Repair Project-Scott Rd 1 |
| Shoulder Backing Repair Project-Scott Rd 2 |
| Shoulder Backing Repair Project-Typical Sections |
| Shoulder Backing Repair Project-Typical Sections 2 |
| 2026-05-21T13:51:33-0700 | |
| Digitally verifiable PDF exported from www.docusign.com |
File details come from the government source that posted it. Updated .