00013940_Att A_Plans.pdf
PDF 3 MB Posted
- Attached to
- ITB - OR22 MP19. 7-25. 6 Inlay Paving
- Solicitation number
- S-73000-00013940
- Issued by
- Lake County, Oregon
About this file
This is a set of construction plans prepared by the Oregon Department of Transportation (ODOT) for an inlay paving project on Oregon Highway 22 (North Santiam Highway) in Marion County. The project encompasses a 5.9-mile roadway segment from milepost 19.7 to 25.6, with construction planned to begin at the intersection of OR22 and Stout Lane SE. The proposed work involves 2 inches of cold plane pavement removal followed by 2 inches of Level 3, 12-inch dense asphalt concrete pavement (ACP) placement, with paving width limits extending 2 feet outside fog lines to remove and replace existing rumble strips. The plans indicate construction is scheduled for May 2025 and include multiple sheets detailing proposed improvements, pavement marking plans, and specific details across the project corridor. Additional work includes asphalt concrete pavement repair (ACPR) at various locations identified in the plans, requiring 5 inches of cold plane removal and 5 inches of Level 3, 12-inch dense ACP placed in two lifts (3 inches and 2 inches), with the top lift designated as sacrificial and to be replaced during mainline paving.
Key technical considerations noted in the plans include coordination with existing longitudinal paving joints at road approaches and intersections, expected to be located 6 to 8 feet from OR22's fog line, requiring the contractor to wing out paving as necessary to prevent multiple longitudinal joints. The plans identify a bridge (BR07347) at milepost 23.28 with a 387.50-foot structure length designated as a no-work zone. The contractor must comply with Oregon utility notification requirements under OAR 952-001-0001 through OAR 952-001-0100 and contact the Oregon Utility Notification Center at (503) 232-1987 before beginning work. Field conditions are anticipated to vary from record drawings showing existing shoulder rumble strips, and the Cold Plane Pavement Removal (CPPR) specifications may require field adjustment to ensure complete removal of existing rumble strips. The engineer will field-verify ACPR locations and must coordinate with ODOT Pavement Services for marking out locations prior to construction.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 00013940_Att B_Special Provisions..docx | DOCX document | |
| 00013940_Bid tab.xlsx | XLSX spreadsheet | |
| Notice to award~3.pdf | ||
| 00013940_Att C_Bid Pricing Form.xlsx | XLSX spreadsheet | |
| 00013940_ITB.docx | DOCX document |
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Text version
THIS IS THE FILENAME LOCATION: C:\USERS\HWYR20G\ONEDRIVE - OREGON DEPARTMENT OF TRANSPORTATION\PROJECT FILES\PAVING\25-27\D3 OR22 MP19.7-25.6 INLAY PAVING (SIMPLE PAVE)\CAD\2_PLANS\OR22 SIMPLE PAVE TITLE.DWG 1-May-2025 11:02 HWYR20G
INDEX OF SHEETS
SHEET NO. DESCRIPTION
Title SheetA01 A02 Proposed ImproYements
STATE OF OREGONDEPARTMENT OF TRANSPORTATION
PLANS FOR PROPOSED PROJECT
INLAY PAVING
OR22 MP19.7-25.6 INLAY PAVING
NORTH SANTIAM HIGHWAY
MARION COUNTY
MAY 2025
FEDERAL HIGHWAY
ADMINISTRATION
OREGON
DIVISION
PROJECT NUMBER SHEET
NO.
A01
OYerall Length Of ProMect - 5.9 Miles
Oregon Law Requires You To Follow Rules Adopted By The Oregon Utility Notification Center.
Those Rules Are Set Forth In OAR 952-001-0001 Through OAR 952-001-0100.
You May Obtain Copies Of The Rules By Calling The Center (Note: The Telephone Number For
The Oregon Utility Notification Center Is
(503) 232-1987).
ATTENTION:
LET'S ALL
WORK TOGETHER
TO MAKE THIS
JOB SAFE
SAFETY
FIRST
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OREGON TRANSPORTATION COMMISSION
CHAIR
VICE CHAIR
COMMISSIONER
COMMISSIONER
COMMISSIONER
DIRECTOR OF TRANSPORTATION
Robert Van Brocklin Julie Brown Sharon Smith Lee Beyer Vacant Kristopher W. Strickler
OR22 MP19.7-25.6 INLAY PAVING
NORTH SANTIAM HIGHWAY
MARION COUNTY
O R
EG
ON
DE PAR TMEN
T
O F
T RAN S P OR T A T I ON
N/A
A03 A0� 4A01 4B01 4B02 4B03 4B0� 4B0�
Proposed ImproYements Proposed ImproYements PaYement Marking Plan and Details PaYement Marking Plan PaYement Marking Plan PaYement Marking Plan PaYement Marking Plan PaYement Marking Plan
BEGIN PROJECT
MP19.70
END PROJECT
MP25.60
THIS IS THE FILENAME LOCATION: C:\USERS\HWYR20G\ONEDRIVE - OREGON DEPARTMENT OF TRANSPORTATION\PROJECT FILES\PAVING\25-27\D3 OR22 MP19.7-25.6 INLAY PAVING (SIMPLE PAVE)\CAD\2_PLANS\OR22 SIMPLE PAVE PLAN.DWG 8-May-2025 11:41 HWYR20G
OREGON DEPARTMENT
OF TRANSPORTATION
Checker:Drafter:
Designer:
SHEET NO.
COUNTY Reviewer:
FINAL ELECTRONIC DOCUMENT
AVAILABLE UPON REQUEST
OR22 MP19.7-25.6 INLAY PAVING
NORTH SANTIAM HIGHWAY
MARION COUNTYHWY:
M.P.:
DATE
19.70 - 25.60
MARION
MAY/25 A02
Jeff Shambaugh
Jeff Shambaugh
Cody Stone
Cody Stone
O R
EG
ON
DE PAR TMEN
T
O F
T RAN S P OR T AT I ON
OREGON
EXPIRES: 06-30-2026
99533PEREG
ISTERED PROFESSIONALENGINEER
MARCH 08, 2022CODY G. STONE
PROPOSED IMPROVEMENTS
RE:
MATCHLINE
BELOW
RE:
MATCHLINE
ABOVE
R E:
M
ATC
H
LIN
E N
EXT
BEGIN PROJECT AT MP19.70 (INTERSECTION OF
OR22 AND STOUT LANE SE) AT THE EXISTING
PAVING JOINT FROM A PREVIOUS PROJECT
MP19.70-25.60
2" COLD PLANE PAVEMENT REMOVAL
2" LEVEL 3, 12" DENSE ACP
WIDTH LIMITS ARE 2' OUTSIDE OF FOG LINES (TO
REMOVE AND REPLACE EXISTING RUMBLE STRIPS)
MP19.70-25.60
2" COLD PLANE PAVEMENT REMOVAL
2" LEVEL 3, 12" DENSE ACP
WIDTH LIMITS ARE 2' OUTSIDE OF FOG LINES (TO
REMOVE AND REPLACE EXISTING RUMBLE STRIPS)
GENERAL NOTES:
RECORD DRAWINGS SHOW EXISTING SHOULDER RUMBLE STRIPS EXTENDING
APPROXIMATELY 14” PAST THE FOG LINE, AND THE PROPOSED PAVING DESCRIBES
EXTENDING THE INLAY 2' OUTSIDE OF FOG LINE. IF FIELD CONDITIONS VARY FROM
THE RECORD DRAWINGS THEN THE CPPR SHOULD BE ADJUSTED TO ENSURE
COMPLETE REMOVAL OF THE EXISTING RUMBLE STRIPS.
IN ORDER TO PREVENT MULTIPLE LONGITUDINAL PAVING JOINTS, THE CPPR SHOULD
BE WIDENED TO MATCH EXISTING LONGITUDINAL PAVING JOINTS AT ALL PAVED
ROAD APPROACHES/INTERSECTIONS. FOR CONTRACTOR AWARENESS, PLANS FROM
PREVIOUS PROJECTS GENERALLY SHOW THAT EXISTING JOINTS ARE 6 – 8’ FROM
OR22'S FOG LINE. IT SHOULD BE ANTICIPATED THAT PAVING AT APPROACHES AND
INTERSECTIONS WOULD WING OUT TO MATCH EXISTING JOINTS.
19.70 - 25.60
MARION
MAY/25 A03
Jeff Shambaugh
Jeff Shambaugh
Cody Stone
Cody Stone
O R
EG
ON
DE PAR TMEN
T
O F
T RAN S P OR T AT I ON
OREGON
EXPIRES: 06-30-2026
99533PEREG
ISTERED PROFESSIONALENGINEER
MARCH 08, 2022CODY G. STONE
THIS IS THE FILENAME LOCATION: C:\USERS\HWYR20G\ONEDRIVE - OREGON DEPARTMENT OF TRANSPORTATION\PROJECT FILES\PAVING\25-27\D3 OR22 MP19.7-25.6 INLAY PAVING (SIMPLE PAVE)\CAD\2_PLANS\OR22 SIMPLE PAVE PLAN.DWG 8-May-2025 11:41 HWYR20G
OREGON DEPARTMENT
OF TRANSPORTATION
Checker:Drafter:
Designer:
SHEET NO.
COUNTY Reviewer:
FINAL ELECTRONIC DOCUMENT
AVAILABLE UPON REQUEST
OR22 MP19.7-25.6 INLAY PAVING
NORTH SANTIAM HIGHWAY
MARION COUNTYHWY:
M.P.:
DATE
PROPOSED IMPROVEMENTS
R E:
M
AT
C H
LI
N
E
BE
LO
W
RE:
M
ATCHLINE
ABO
VE
R E:
M
AT
C H
LI
N
E N
EX
T
R E:
M
ATC
H
LIN
E
PR
EV
MP19.70-25.60
2" COLD PLANE PAVEMENT REMOVAL
2" LEVEL 3, 12" DENSE ACP
WIDTH LIMITS ARE 2' OUTSIDE OF FOG LINES (TO
REMOVE AND REPLACE EXISTING RUMBLE STRIPS)
MP19.70-25.60
2" COLD PLANE PAVEMENT REMOVAL
2" LEVEL 3, 12" DENSE ACP
WIDTH LIMITS ARE 2' OUTSIDE OF FOG LINES (TO
REMOVE AND REPLACE EXISTING RUMBLE STRIPS)
NO WORK ZONE MP23.28
ACROSS BRIDGE BR07347
387.50' STRUCTURE LENGTH
APPROXIMATE EB
ACPR LOCATION, SEE
TABLE SHEET A04
APPROXIMATE EB
ACPR LOCATION, SEE
TABLE SHEET A04
APPROXIMATE EB
ACPR LOCATION, SEE
TABLE SHEET A04
APPROXIMATE WB
ACPR LOCATION, SEE
TABLE SHEET A04
APPROXIMATE WB
ACPR LOCATION, SEE
TABLE SHEET A04
19.70 - 25.60
MARION
MAY/25 A04
Jeff Shambaugh
Jeff Shambaugh
Cody Stone
Cody Stone
O R
EG
ON
DE PAR TMEN
T
O F
T RAN S P OR T AT I ON
OREGON
EXPIRES: 06-30-2026
99533PEREG
ISTERED PROFESSIONALENGINEER
MARCH 08, 2022CODY G. STONE
THIS IS THE FILENAME LOCATION: C:\USERS\HWYR20G\ONEDRIVE - OREGON DEPARTMENT OF TRANSPORTATION\PROJECT FILES\PAVING\25-27\D3 OR22 MP19.7-25.6 INLAY PAVING (SIMPLE PAVE)\CAD\2_PLANS\OR22 SIMPLE PAVE PLAN.DWG 8-May-2025 11:41 HWYR20G
OREGON DEPARTMENT
OF TRANSPORTATION
Checker:Drafter:
Designer:
SHEET NO.
COUNTY Reviewer:
FINAL ELECTRONIC DOCUMENT
AVAILABLE UPON REQUEST
OR22 MP19.7-25.6 INLAY PAVING
NORTH SANTIAM HIGHWAY
MARION COUNTYHWY:
M.P.:
DATE
PROPOSED IMPROVEMENTS
RE
M
AT
CH
LI
NE
PR
EV
MP19.70-25.60
2" COLD PLANE PAVEMENT REMOVAL
2" LEVEL 3, 12" DENSE ACP
WIDTH LIMITS ARE 2' OUTSIDE OF FOG LINES (TO
REMOVE AND REPLACE EXISTING RUMBLE STRIPS)
END PROJECT AT MP25.60
LIMITS TO BE PAINTED BY AGENCY
ASPHALT CONCRETE PAVEMENT REPAIR LOCATIONS
5" COLD PLANE PAVEMENT REMOVAL
5" LEVEL 3, 12" DENSE ACP (1ST LIFT 3", SECOND LIFT 2")
NOTE: ACPR SHOULD BE PERFORMED PRIOR TO MAINLINE PAVING
WITH THE TOP LIFT CONSIDERED SACRIFICIAL (TO BE REPLACED WITH
MAINLINE PAVING). LOCATIONS TO BE FIELD VERIFIED BY THE
ENGINEER. CONTACT PAVEMENT SERVICES FOR ASSISTANCE IN
MARKING OUT LOCATIONS PRIOR TO CONSTRUCTION.
Date: 2025.05.08
11:45:24-07'00'
11:46:09-07'00'
11:46:47-07'00'
11:47:43-07'00'
11:48:34-07'00'
11:49:07-07'00'
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