7-ODOT Permit to Occupy or Perform Operations.pdf

2/17/2026

02/17/2026

Amended

734-3457 (4/19/2022) General Provisions Page 1 of 5

GENERAL PROVISIONS

FOR POLELINE, PIPELINE, BURIED CABLE,

AND MISCELLANEOUS PERMITS

Revised April 2022

APPLICANT: PERMIT NO.:

HIGHWAY: MP:

These permit provisions are in addition to the requirements described in Oregon Administrative Rule, Chapter 734, Division 55 and may be supplemented by permit special provisions. In the event of a conflict, the Administrative Rule will apply then these provisions followed by any permit special provisions. Unless otherwise specified, all documents referenced are references to the current version, with any revisions or supplements, in place when the work is conducted.

All checked ( ) provisions apply.

WORKSITE

1. Access control fence must be maintained during permitted work and restored to its original or better condition after permitted work is complete.

2. The Applicant shall not use state highway right of way to display advertising signs or to display or sell merchandise of any kind.

3. The stopping and parking of vehicles upon state highway right of way for the maintenance of adjoining property or in furtherance of any business transaction or commercial establishment is prohibited.

4. All grass and small brush within the work area shall be rotary or flail mowed to ground level prior to the beginning of work to facilitate clean up.

5. Disturbed areas shall be reseeded with grass native to the area in an appropriate seeding time.

6. The spreading of mud or debris upon any state highway is prohibited and violation shall be cause for immediate cancellation of the permit. Clean up shall be at the Applicant�s expense. The highway shall be cleaned of all dirt and debris at the end of each work day, or more frequently as directed by the District Manager or representative.

7. Applicant shall replace any landscape vegetation or fences that are damaged or destroyed. Any damage that is not fully restored within 30 days may be replaced by ODOT at the expense of the Applicant. A �plant establishment� shall be understood to be part of the planting work to assure satisfactory growth of planted materials. The plant establishment period will begin when the original planting has been completed and approved. The length of the establishment period will be one calendar year or as defined in the permit Special Provisions.

8. Applicant shall install and maintain the landscaped area as shown on the attached drawings. Plantings shall be limited to non-invasive, low-growing shrubs, grass or flowers that do not attain sufficient height to obstruct clear vision in any direction. ODOT may remove plantings without liability or loss, injury, or damage of any nature whatsoever if in the future it is determined to be in the public interest to do so.

TRAFFIC

9. The work area shall be protected in accordance with the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), and the Oregon Temporary Traffic Control Handbook as supplemented or amended by ODOT.

10. For work requiring traffic control devices to be in place continuously for longer than three days, Applicant shall provide a site specific traffic control plan developed based on the principles of the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and ODOT Standards.

The traffic control plan may be reviewed by ODOT before work begins. The ODOT review does not relieve the Applicant of responsibility for the accuracy of the traffic control plan.

734-3457 (4/19/2022) General Provisions Page 2 of 5

11. For permitted utility work, the Applicant shall take measures necessary to maintain the accessibility of the state highway including sidewalks and pedestrian areas by individuals with disabilities to the ODOT Americans with Disability Act (ADA) standard during the course of the work by following the Oregon Temporary Traffic Control Handbook, Section 1.6.

12. When constructing a new utility service line, Applicant shall ensure that advance notice of any temporary pedestrian route is provided in an accessible format to the public, people with disabilities, and disability organizations to the greatest extent possible. The Notice is to be sent to the organizations on the contact list of Centers for Independent Living at https://www.oregon.gov/odot/Engineering/DOCS_ADA/AOCIL-Contacts.pdf

13. All damaged or removed highway signs shall be replaced by the Applicant. Installation shall be according to MUTCD and ODOT standards, and shall be completed as soon as possible but no later than the end of the work shift.

14. No lane restrictions are permitted on the roadway during the hours of darkness, on weekends, or between 6:00 AM and 9:00 AM, or 3:00 PM and 6:00 PM (Monday through Friday) without prior approval by ODOT.

15. Hours of work shall be ___________________________________________

Monday through Thursday

8AM to 4PM

No Holiday work including the day before or after the Holiday

DRAINAGE

16. On-site storm drainage shall be controlled within the permitted property. No blind connections to existing state facilities are allowed.

17. Excavation shall not be done on ditch slopes. Trench excavation shall either be at ditch bottom or outside ditch area. (Minimum depth at bottom of ditch shall be 36 inches; minimum depth outside of ditch shall be 42 inches).

18. Only earth or rock shall be used as fill material and shall slope so as not to change or adversely affect existing drainage. Fine grade and seed the finished fill with native grasses to prevent erosion.

19. A storm drainage study stamped by an Oregon Registered Professional Engineer (PE) is required. The study must meet standards of the National Pollution Discharge Elimination Systems (NPDES) when any of the following conditions apply:

whenever a four inch pipe is inadequate to serve the developed area, development site is one acre or larger in size and directly or indirectly affects state facilities, or as directed by the District Manager or representative.

20. Applicant shall provide on-site retention for storm water runoff that exceeds that of the undeveloped site.

21. All water discharged to an ODOT drainage system must be treated prior to discharge. All requests for connection to an ODOT storm system must meet any requirements of the National Pollutant Discharge Elimination System (NPDES). This may include local jurisdiction approval of on-site water quality treatment facilities and/or development of an operation and maintenance plan for any on-site water quality treatment facility, as determined by local jurisdiction.

EXCAVATION / CONSTRUCTION

734-3457 (4/19/2022) General Provisions Page 3 of 5

22. �Oregon Standard Specifications for Construction� and ODOT �Standard Drawings� where applicable and not otherwise superseded by the permit, shall be incorporated for use in the permit;

https://www.oregon.gov/odot/engineering/pages/index.aspx. These documents apply only to the extent they provide standards and performance requirements for work to be performed under the permit. In the event of a conflict, the permit provisions will take precedent.

23. Trench backfill shall be according to the attached typical drawing, marked as Exhibit A.

24. When open cutting of the highway is allowed, all excavation in paved areas shall be backfilled and the roadway surface patched before the end of each shift.

25. Steel plates shall be pinned and a temporary cold patch applied to the edges. The Applicant shall be responsible for monitoring and maintenance of temporary patching and steel plating.

26. Compaction tests shall be required for each open cut per Oregon Standard Specifications for Construction. Compaction tests shall be conducted once for every 300 lineal feet per lift of continuous trench according to the Manual of Field Test Procedures (MFTP), published by ODOT. Percent Compaction shall be at least 95%. Results of compaction test shall be provided upon request of the District Manager or representative at Applicants� expense.

27. Control Density Fill (CDF) shall be used as surface backfill material in place of crushed rock in open trenches that impact the travel portions of the highway. A ¾�-0, or 1�-0 rock will be used for the aggregate. The amount of cement used shall not exceed 3.0% of the total mixture�s weight. Maximum compressed strengths must not exceed 250 pounds per square inch (psi).

28. Surface restoration shall be a minimum of four inches of hot asphalt-concrete (AC), compacted in two inch lifts, or to match existing pavement depth, whichever is greater. Sand-seal all edges and joints.

29. Any area of cut or damaged asphalt shall be restored in accordance with the attached �T-Cut Typical Section� drawing. For a period of two years following the patching of the paved surface, Applicant shall be responsible for the condition of the pavement patches, and during that two year period shall repair to District Manager or representative�s satisfaction any of the patches which become settled, cracked, broken, or otherwise faulty.

30. An overlay to seal an open-cut area shall be completed prior to the end of the construction season, or when minimum temperature allows per the Oregon Standard Specification for Construction. The overlay shall be 1.5 inches deep and cover the affected area from edge of pavement to edge of pavement, and taper longitudinally at a fifty feet to one inch (50�:1�) ratio. Taper may be adjusted by the District Manager as required. For a period of two years following this patching of the paved surface, the Applicant shall be responsible for the condition of said pavement patches, and during that time shall repair to the District Manager or representative�s satisfaction any of the patches which become settled, cracked, broken or otherwise faulty.

31. Highway crossings of utility lines shall be bored, or jacked. Bore pits shall be located behind the ditch line unless otherwise specified in the permit. Unattended pits shall either be protected by a six-foot fence, backfilled, or steel plated and pinned.

32. Any non-conductive, un-locatable, underground facility shall have a tracer wire or other similar conductive marking tape or device placed the full length of the installed underground facility in compliance with the Oregon Utilities Notification Center rules, OAR Chapter 952.

33. Trench backfill outside of ditch line may be native soil compacted at optimum moisture in twelve inch layers to not less than 95% relative maximum density.

34. Native material that is unsatisfactory for compaction shall be disposed of off the work site and granular backfill used.

35. Trench backfill in rock slope or shoulder shall be crushed 1�-0 or ¾�-0 size rock compacted at optimum moisture in eight-inch layers. Compaction tests shall be conducted according to the Manual of Field Test Procedures (MFTP), published by ODOT. Percent compaction shall be at least 95%maximum density. At the request of the District Manager or representative, results of compaction tests shall be provided to District Manager or representative at Applicant�s expense.

36. Where excavation is on fill slope steeper than a two to one (2:1) ratio, slope protection shall be provided using four-inch size rock laid evenly to a minimum depth of twelve inches.

X

734-3457 (4/19/2022) General Provisions Page 4 of 5

37. No more than 300 feet of trench longitudinally along the highway shall be left open at any one time and no trench shall be left in an open condition overnight.

38. Areas of disturbed cut and fill slopes shall be restored to a condition suitable to the District Manager or representative. Areas of erosion to be inlaid with an acceptable riprap material.

39. All underground utilities shall be installed with three-foot or more of horizontal clearance from existing or contract plans guardrail posts and attachments.

40. Any area of cut or damaged concrete shall be restored in accordance with the attached Typical Section-Pipe Section under sidewalk.

41. Utility markers, pedestals, and vaults shall be placed as near the highway right-of-way line as practical.

In no case shall pedestals, vaults, and line markers be located within the area where highway maintenance activities regularly occur including mowing operations, or nearer the pavement edge than any official highway sign in the same general location.

42. No cable plowing is allowed within the lateral support of the highway asphalt (e.g. at six feet lower than the edge of the asphalt, no plowing within nine feet of the edge of the asphalt).

43. Review by the ODOT Bridge Engineer is required for all proposed bridge and structure attachments and for any facilities to be installed within sixteen feet of bridge foundations, supports, walls or related elements, or within the influence zone of bridge facilities.

MISCELLANEOUS

44. Applicant shall be responsible and liable for (1) investigating presence/absence of any legally protected or regulated environmental resource(s) in the action area; (2) determining any and all restrictions or requirements that relate to the proposed actions, and complying with such, including but not limited to those relating to hazardous material(s), water quality constraints, wetlands, archeological or historic resources(s) state and federal threatened or endangered species, etc., (3) complying with all federal, state, and local laws, and obtaining all required and necessary permits and approvals.

45. If the Applicant impacts a legally protected/regulated resource, Applicant shall be responsible for all costs associated with such impact, including, but not limited to all costs of mitigation and rehabilitation, and shall indemnify, and hold ODOT harmless for such impacts and be responsible and liable to ODOT for any associated costs or claims that ODOT may have.

46. Plans are reviewed by ODOT in general only and do not relieve the Applicant from completing roadway improvements in a manner satisfactory to ODOT. The District Manager or representative may require field changes. When revisions are made in the field, Applicant is responsible to provide �as built� drawings, within 60 days from completion of roadway improvements, and shall submit them to the District Office issuing the permit.

47. Applicant shall be responsible for locating and preserving all existing survey monumentation within the work area in accordance with ORS 209.150 and/or 209.155. If monumentation or its accessories are inadvertently or otherwise disturbed or destroyed, Applicant shall be responsible for all costs and coordination associated with its reestablishment by a professional licensed surveyor.

48. Applicant shall be responsible to restore or replace any curbs or curb ramps damaged by the permitted activity according to ODOT�s ADA Standards available at https://www.oregon.gov/ODOT/Engineering/Pages/Accessibility.aspx. Any review or inspection of the curbs or curb ramps conducted by ODOT does not relieve the Applicant of the responsibility to comply with any other aspect of federal, state, and local laws, rules and regulations applicable to the work allowed under the permit including but not limited to the Americans with Disabilities Act of 1990.

49. When constructing a minor roadway improvement, Applicant shall comply with all federal, state, and local laws, regulations, executive orders and ordinances applicable to the work under this permit, including, without limitation, the provisions of ORS 276.071. If Applicant chooses to assign their permitted responsibilities to a consultant or contractor, Applicant shall inform the consultant or contractor of the requirements of ORS 276.071.

50. Upon completion of the permitted minor roadway improvement, Applicant shall notify ODOT and request final inspection. If all structures and appurtenances constructed under this permit are found to be in compliance with permit provisions and state standards, ODOT will accept ownership of the permitted structures and appurtenances by written notice to the Applicant.

HIGHWAY MAINTENANCE AND CONSTRUCTION WORK � TO BE DONE

Please fill out this form in its entirety (if applicable) and email to

DPCSLMWTOC@odot.

Form submitted by: Contact Phone #:

Construction/Contractor for Project:

Hwy Route # & Name:

From MP To MP

Estimated Length of Delay to the Public

No to min delay Under 20 mins 20 mins-2 hrs Closure Closure w/Detour

Project Dates:

Days of the week Traffic Impacted Mon Tues Wed Thur Fri Sat Sun

Impact to traffic:

Northbound (NB) Southbound (SB) Eastbound (EB) Westbound (WB)

Lanes Affected:

A Lane B Lane C Lane D Lane

On Ramp Off Ramp

Traffic Control:

Flaggers Pilot Car Lane Shift

Info to be displayed on TripCheck (Including Detour if applicable)

Contact Information Cell Phone Work Phone Home/Other Phone

On Scene Contact

24 HR Emergency Contact:

Contractor:

Begin Date: End Date:

Begin Time: Completion Time:

Review Comments #1

Development Review: Sanitary Main 092 at MP 27.87 - 27.98

Due Date: (enter due date) Development Review Coordinator: Doug Baumgartner

Developer/Consultant Engineer: Consor, Brad Mercure, 1-971-449-7763

Ver. 9-12-2025

MASTER

COMMENT

NO.

REVIEWER DATE

Plan Sheet/ Reference No.

ODOT Reviewer Comments Developer's Response

1 District 1 Manager 9/15/2025 I highly recommend boring under concrete portions of US30. Open trenching and bore pits in this area will be difficult to repair to specification. The concrete is extra thick with a lot of rebar.

The project requires excavation through the intersection and replacement of the manhole in the middle of the intersection. We've looked at the options and determined open-cut will have less impact to the highway than boring which would require a large launch pit in the highway in addition to the receiving pit. We received an as-built drawing (26V-92 pg 2A-2) for the section of highway being replaced (attached with response) and will replace the highway in line with the as-built as noted and detailed in our Plans.

2 District 1 Utility Permits 11/5/2025

If work requiring devices are in place longer than three days, a more comprehensive Traffic Control Plan (TCP) is required. This is also a lighted intersection so scheduling the shutdown will have to be coordinated with ODOT Electrical. There will also need to be a Cultural Resorce Certification included with the application package

See response to traffic control comments below. Cultural Resource Certification was attached as page 2 of the application sent on 8/04/25 to Brent Jones and District 1 Permits.

3 Geotechnical 9/30/2025 There are boring logs provided in the permit. Geo would like to review the full Geotechnical See Geotechnical Data Report (attached).

Pavement 10/1/2025

The specifications for building plain concrete pavement will need to be used. Use 00756 Plain Concrete Pavement for materials.

Please reference 26V-092 for what was built (existing conditions) in 1996.

Spec section 00756 is included in the contract documents. Provided reference to as-built in Plans and included 26V-092 as supplementary information for the contractor.

Pavement 10/1/2025

This work appears to require multiple days of lane closure. If this is true, curing time wiill not be an issue. However, if lanes need to be re-opened at the end of shift, consider using a rapid setting material with mobile mixeres. This mareial is tricky and works best when placed by experienced contractors.

The Plans are for multiple days of lane closure due to the bore pit and trench work in the highway.

Roadway 9/22/2025 ADA ramp in the northeast corner appears to be triggered by the reconstruction of the shoulder and travel lane.

We do not believe a ramp is required per the attached (Supplement to the 2013 DOJ/DOT Joint Technical Assistance on the Title II of the ADA Requirements To Provide Curb Ramps when Streets, Roads, or Highways are Altered through Resurfacing). Question 11 addresses utility trench work and indicates that no ramp is required so long as the curb is not impacted, which it is not.

Roadway 9/22/2025

Please reference applicable ODOT Standard drawings for curb ramps see RD700's and RD900's.

https://www.oregon.gov/odot/engineering/202207/rd700s_all.pdf https://www.oregon.gov/odot/engineering/202207/rd900s all.pdf

Roadway 9/22/2025

Please provide a curb ramp detail in the next plan set. For an example please see ODOT standard details DET1720 and DET1721.

https://www.oregon.gov/ODOT/Engineering/Details/DET1720.pdf https://www.oregon.gov/ODOT/Engineering/Details/DET1721.pdf

Roadway 9/22/2025

Please complete curb ramp design checklist for all curb ramps:

https://www.oregon.gov/odot/Forms/2ODOT/7345184.pdf

Please note the difference between design values and as-constructed values for curb ramp components.

Roadway 11/7/2025

Concurr that ADA ramp not triggerred due to no impact to curb or sidewalk and this is a utility project.

Signal 10/1/2025 it appears that existing loop detection would be affected on Sykes Rd by the proposed trenching for the project. We will want radar installed, if possible to replace the detection and in consideration of the difficulty of replacing loops in a new concrete pavement section.

Please contact William Kelso for futher informaiton and tio verify that radar can be installed at this location.

Per followup, it has been verified that the radar can be installed for Sykes Rd. Have contacted the City, and they will coordinate with ODOT for the design and construction of the radar system. Noted in drawings that radar is to be installed by others. The radar addition will only be for the Sykes Rd. leg of the intersection. Coordination will be done with ODOT to process an IGA for ODOT to design and construct the radar detection system.

12 Traffic Analysis 10/1/2025 Reviewed

Traffic Control 9/30/2025 C-701 Missing callout for type 3 barricade and sequental arrow on south side of intersection. Drawing has been updated to show callout and sequential arrow.

Traffic Control 9/30/2025 C-702

What are the larger circles planced on this page in the middle of the lanes? They aren't accompanied by any notes or callouts.

Circles are signal loops and have been called out in drawings. They have been greyed back to indicate they are existing.

REVIEWER:

Fill in these columns making only one comment per entry. Use additional lines for multiple comments for the same plan sheet.

Do not insert comment lines, use only the next one available. When completed, perform a File > Save, and Exit the form.

For questions, contact the Development Review Coordinator.

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Review Comments #1

Development Review: Sanitary Main 092 at MP 27.87 - 27.98

Due Date: (enter due date) Development Review Coordinator: Doug Baumgartner

Developer/Consultant Engineer: Consor, Brad Mercure, 1-971-449-7763

Ver. 9-12-2025

MASTER

COMMENT

NO.

REVIEWER DATE

Plan Sheet/ Reference No.

ODOT Reviewer Comments Developer's Response

REVIEWER:

Fill in these columns making only one comment per entry. Use additional lines for multiple comments for the same plan sheet.

Do not insert comment lines, use only the next one available. When completed, perform a File > Save, and Exit the form.

For questions, contact the Development Review Coordinator.

Traffic Control 9/30/2025 TCP

There are no references on the traffic control sheets to allowable work hours. Coordination will need to be done with the district to determine these hours.

Receiving pit will require closure beyond work hours. Please provide input on the work hours allowed in the highway.

Traffic Control 11/5/2025 C-701 Add to Note 7 - Coordinate with ODOT Region 2 Electrical Manager (Billy Kelso 503-602-2897) Note added.

Traffic Control 11/10/2025 C-701 & C-702

Sykes Rd and Gable Rd are only about 800 ft apart. The tapers and lane closures shown on the sheet are not to scale. They will extend into Gable Rd as shown. Consider impacts to the

Gable Rd signal. - C. LaFleur Considerations for impacts to Gable have been added.

Traffic Control 11/10/2025 TCP

When and for how long will the lane closures and detour be in place? Has there been consideration for traffic impacts and how much queuing is anticipated? - C. LaFleur

Lane closure will be longer than three days. We do not have traffic counts, so queing is unknown. Traffic control is based on ODOT standards for speed and lane width.

Traffic Control 11/10/2025 TCP

US30 is a continuous trip route for widths up to 14 feet. Does the TCP design accommodate 14 ft annual permits? Can unannounced oversize loads be accommodated safely through the work zone by moving equipment and traffic control devices out of the way and waving them through with 20 mins or less delay? - C. LaFleur

Plans require contractor to maintain 16 foot lane widths as noted on Plans. Yes, unannounced oversize loads can be accommodated by moving equipment and traffic control devices out of the way and waving them through with 20 mins or less delay.

Striping 9/16/2025 C-108

Break W-2 edgeline for crosswalk at approximately A33+50 and continue crosswalk to throat of ramp. Recommend adding in W-2 on Sykes Rd on turning lane.

Changes have been made to drawings.

Striping 9/23/2025 C- 107 & C-108

TMs currently added TM500, TM501, TM503, TM530. Add TM521, TM531, TM560, TM561.

Include notes on C-107 & C-108 to reference C-507 and C-508, aside from the ones included in the legend already (add any additional sheets that will be referenced). Specify, by adding in a note, if thermoplastic will be extruded or sprayed surface mounted.

Standard details and references have been added and updated in drawings. Striping called out as thermoplastic in the legend have been changed to epoxy or MMA per follow up emails with ODOT regarding the striping material. Per follow up emails regarding TM531-Turn Arrow Marking Details, we will match the existing Turn Arrow on Sykes.

Striping 9/23/2025 C- 107

Possibly need a NPR call out at A29+00 on Columbia River Hwy on the design, legend, and add 'Notes' 8. Replace impacted pavement markings in kind.

NPR callout added referring to the appropriate ODOT detail in legend. Note to replace markings per existing has been added.

Striping 9/23/2025 C- 107 & C-108

Current broken white centerline shows rpms. Replace impacted rpms, update WB/R-40 in place of WB and add TM502, TM515, TM517.

Broken white centerline callout has been updated in legend with rpms indicated as recessed to match existing.

ODOT details have been added and referenced.

24 District 1 Manager 11/5/2025 No Further Comments 25 Geotechnical 11/25/2025 No Further Comments 26 Pavement 11/25/2025 Comments addressed. Full panel replacement. No further comments.

27 Roadway 12/10/2025 No Further Comments 28 Striping 11/4/2025 Planset No comments for erosion control.

29 Striping 12/8/2025 Planset No comments for the traffic control sheets project review.

30 Traffic Control 12/16/2026 No Further Comments

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CERTIFICATE OF COVERAGE

Agent Hagan Hamilton Insurance, Inc.

PO Box 847 McMinnville, OR97128

This certificate is issued as a matter of information only and confers no rights upon the certificate holder other than those provided in the coverage document.

This certificate does not amend, extend or alter the coverage afforded by the coverage documents listed herein.

Named Member or Participant City of St Helens 265 Strand Street St. Helens, OR 97051

Companies Affording Coverage

COMPANY A - CIS

COMPANY B - National Union Fire Insurance Company of Pitts, PA COMPANY C - Multiple COMPANY D - Federal Insurance Company COMPANY E - Obsidian

LINES OF COVERAGE

This is to certify that coverage documents listed herein have been issued to the Named Member herein for the Coverage period indicated. Not withstanding any requirement, term or condition of any contract or other document with respect to which the certificate may be issued or may pertain, the coverage afforded by the coverage documents listed herein is subject to all the terms, conditions and exclusions of such coverage documents.

Type of Coverage Company Letter Certificate Number Effective Date Termination Date Coverage Limit

X X X X

General Liability Commercial General Liability Public Officials Liability Employment Practices Occurrence

A 25LSTH 7/1/2025 7/1/2026 General Aggregate:

Each Occurrence:

$30,000,000 $10,000,000

X X X

Auto Liability Scheduled Autos Hired Autos Non-Owned Autos

A 25LSTH 7/1/2025 7/1/2026 General Aggregate:

Each Occurrence:

None $10,000,000

X X X

Auto Physical Damage Scheduled Autos Hired Autos Non-Owned Autos

A / C 25APDSTH 7/1/2025 7/1/2026

X Property A / C 25PSTH 7/1/2025 7/1/2026 Per Filed Values

X Boiler and Machinery D 25BSTH 7/1/2025 7/1/2026 Per Filed Values

Excess Liability

X Excess Crime B 25ECSTH 7/1/2025 7/1/2026 Per Loss: $500,000

X Excess Earthquake A / C 25EQSTH 7/1/2025 7/1/2026 Each Occurrence: $5,000,000

X Excess Flood A / C 25FSTH 7/1/2025 7/1/2026 Each Occurrence: $5,000,000

Cyber Security

Difference in Conditions

Description:

Oregon Department of Transportation is additional insured if required in a written contract, agreement, permit or schedule.

Certificate Holder:

Oregon Dept of Transportation Maintenance & Operations Branch 455 Airport Rd SE Bldg K Salem OR 97301

CANCELLATION: Should any of the coverage documents herein be cancelled before the expiration date thereof, CIS will provide 30 days written notice to the certificate holder named herein, but failure to mail such notice shall impose no obligation or liability of any kind upon CIS, its agents or representatives, or the issuer of this certificate.

By: Date: 2/17/26

SS SS

SS

SS

SD

94 94

SS

R

R/W

R /W

R / W

R /W

R / W

R/W

R/ W

R/W

R/WR/W

R/W

R/W

COM COM

PERMIT SET

Drawing Path and Name: A:\_V-W\Projects\OR\St. Helens\2023\W233257OR.00\12 CADD\12-5 Sheets\W233257OR_C-701.dwg, Plotted Date: January 9, 2026 10:59 AM By: David Montgomery

1 2 3 4 5 6

A

B

C

D

Engineer's Seal:

This document, ideas, and designs incorporated herein, are an instrument of professional service, and is not to be used, in whole or in part, for any other project without the written authorization of CONSOR.

Sub Consultant: Client / Owner: Project Title:

Sheet:

0 11/2 IF BAR DOES NOT MEASURE 1"

DRAWING IS NOT TO SCALE

Designed By:

Drawn By:

Checked By:

Approved By:

Consor Project No.:

Issued On:

CITY OF ST. HELENS

WASTEWATER SYSTEM CAPACITY

IMPROVEMENTS BASINS 4 AND 6

PROJECT NO. S-679

W233257OR

JANUARY 2026

Consultant:

TRAFFIC CONTROL

TRAFFIC CONTROL COLUMBIA

RIVER HWY - PHASE 1

DTM

DTM

GNM

GNM

C-701

BASIN 6

W20-1 36x36

WORK ZONE

TEMPORARY TRAFFIC

CONTROL SIGN

TEMPORARY TYPE 3

BARRICADE

TSS

TUBULAR MARKERS ON

20' MAX SPACING

TEMPORARY PLASTIC

DRUMS ON 20' MAX

SPACING

TRAFFIC TRAVEL

DIRECTION

PEDESTRIAN CONTROL

DEVICE (PCD)

TEMPORARY

PEDESTRIAN ACCESS

ROUTE (TPAR)

ROAD

WORK

AHEAD

W20-5A 36x36

2 RIGHT LANE

CLOSED

AHEAD

W4-2 36x36

CG20-2A

48x24

CW23-13

36x36

LEFT

TURN LANE

CLOSED

R3-2 24x24

(MOUNT ON SINGLE POST TSS)

R11-2 48x30

(MOUNT ON TSS)

R11-4 60x30

(MOUNT ON TSS)

12 13

W20-3 36x36

ROAD

CLOSED

500 FT

NOTES:

1. SHEETS C-701 AND C-702 ARE FOR TEMPORARY

TRAFFIC CONTROL FOR WORK IN ODOT R/W

ONLY. CONTRACTOR SHALL SUBMIT

TEMPORARY TRAFFIC CONTROL PLANS FOR ALL

WORK IN THE CITY R/W TO THE CITY OF ST.

HELENS FOR REVIEW AND APPROVAL PRIOR TO

STARTING WORK. TEMPORARY TRAFFIC

CONTROL SHALL BE IN ACCORDANCE WITH THE

MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES FOR STREETS AND HIGHWAY AND THE

OREGON SUPPLEMENT. ALL MATERIALS AND

WORKMANSHIP SHALL BE IN ACCORDANCE WITH

THE CURRENT STATE OF OREGON STANDARD

SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SHIFT ACTIVITY AREA AND SIGNS AS NEEDED TO

ACCOMODATE PROJECT WORK.

3. FOR SIGN SPACING, TAPER AND BUFFER

LENGTHS NOT SHOWN, SEE ODOT STANDARD

DRAWING NO. TM800.

4. ADVANCE WARNING SIGN LOCATIONS MAY VARY

BASED ON LIMITS OF ACTIVE CONSTRUCTION.

5. FOR DETAILS NOT SHOWN, SEE ODOT

STANDARD DRAWINGS NOS. TM820, TM821,

TM840, TM842, TM844, TM 845, TM 851, AND

TM 852.

6. FOR CLOSED ROADS, BACKFILL OR PLATE

TRENCH AND OPEN TO TRAFFIC AFTER EACH

WORK SHIFT.

7. SHUT DOWN TRAFFIC SIGNALS IN THE

INTERSECTION OF SYKES RD AND COLUMBIA

RIVER HIGHWAY. COORDINATE WITH ODOT

REGION 2 ELECTRICAL MANAGER

(BILLY KELSO 503-602-2897)

8. MAINTAIN LOCAL BUSINESS DRIVEWAY ACCESS.

9. SEE ODOT PERMIT FOR WORK HOUR

RESTRICTIONS AND OTHER CONDITIONS FOR

WORK IN ODOT RIGHT OF WAY

LEGEND

0'

8' B(III)L

3 - 8' B(III)C

TEMPORARY CURB RAMP,

PERPENDICULAR TO CURB,

SEE DET 1, THIS SHT

TEMPORARY CURB RAMP,

PERPENDICULAR TO CURB,

SEE DET 1, THIS SHT

8' B(III)R

S COLUMBIA RIVER HWY

S Y

K E

S R

D

BOWLING ALLEY LN

MATZEN ST

HARPER LN

BUFFER

125'

TAPER

235'

A 350'

TAPER

245'

A 350'

B 350'

C 350'

TAPER

325'

A 350'

B 350'

C 350'

CW23-12

36x36

LEFT

TURN LANE

CLOSED

AHEAD

2 3

82'

4 7

A 350'

W1-4 36x36

(MOUNT ON TSS)

W1-4 36x36

SEQUENTIAL

ARROW

19 114

8' B(III)R175'

A

350'

M4-9b 30x24

(MOUNT ON PCD)

M4-9b 30x24

(MOUNT ON PCD)

CW11-1

36x36

W20-3 36x36

ROAD

CLOSED

AHEAD

SYKES RD

###x18

RIDER WIDTH PER STREET NAME

R3-1 24x24

(MOUNT ON TSS)

MAINTAIN MIN 16 FT BETWEEN

CONES, TYPICAL ALL DRIVE LANES

PHASE 01 - COLUMBIA RIVER HWY & SYKES AVE

SCALE: 1"=50'

W20-5 36x36

LEFT LANE

CLOSED

AHEAD

W4-2 36x36

BUFFER

125'

BUFFER

235'

TAPER

245'

SHUT DOWN CROSSWALK SIGNALS

8' B(III)R

SEQUENTIAL

ARROW 10

175'

SEE NOTE 8

G A

B

LE

R D

Gwenyth N Montgomery

2026.01.09 13:56:29-07'00'

SS

SD

94 94

E

XIST C

O M

M (N

O

T SU

RV

EYE

D)

R /W

R/WR/W

R/W

R/W

A2 9+

A30+00 A31+00 A32+00 A33+00

SS SS

SS

R/W

R/W

A3 4+

A3

5+

PERMIT SET

Drawing Path and Name: A:\_V-W\Projects\OR\St. Helens\2023\W233257OR.00\12 CADD\12-5 Sheets\W233257OR_C-702.dwg, Plotted Date: January 9, 2026 10:58 AM By: David Montgomery

1 2 3 4 5 6

A

B

C

D

Engineer's Seal:

This document, ideas, and designs incorporated herein, are an instrument of professional service, and is not to be used, in whole or in part, for any other project without the written authorization of CONSOR.

Sub Consultant: Client / Owner: Project Title:

Sheet:

0 11/2 IF BAR DOES NOT MEASURE 1"

DRAWING IS NOT TO SCALE

Designed By:

Drawn By:

Checked By:

Approved By:

Consor Project No.:

Issued On:

CITY OF ST. HELENS

WASTEWATER SYSTEM CAPACITY

IMPROVEMENTS BASINS 4 AND 6

PROJECT NO. S-679

W233257OR

JANUARY 2026

Consultant:

TRAFFIC CONTROL

TRAFFIC CONTROL COLUMBIA

RIVER HWY - PHASE 2

DTM

DTM

GNM

GNM

C-702

BASIN 6

W20-1 36x36

WORK ZONE

TEMPORARY TRAFFIC

CONTROL SIGN

TEMPORARY TYPE 3

BARRICADE

TSS

TUBULAR MARKERS ON

20' MAX SPACING

TEMPORARY PLASTIC

DRUMS ON 20' MAX

SPACING

TRAFFIC TRAVEL

DIRECTION

PEDESTRIAN CONTROL

DEVICE (PCD)

ROAD

WORK

AHEAD

W20-5A 36x36

2 RIGHT LANE

CLOSED

AHEAD

CG20-2A

48x24

CW23-13

36x36

LEFT

TURN LANE

CLOSED

OR22-7

24x24

(MOUNT ON PCD)

NOTES:

1. SHEETS C-701, C-702, AND C-703 ARE FOR

TEMPORARY TRAFFIC CONTROL FOR WORK

IN ODOT R/W ONLY. CONTRACTOR SHALL

SUBMIT TEMPORARY TRAFFIC CONTROL

PLANS FOR ALL WORK IN THE CITY R/W TO

THE CITY OF ST. HELENS FOR REVIEW AND

APPROVAL PRIOR TO STARTING WORK.

TEMPORARY TRAFFIC CONTROL SHALL BE IN

ACCORDANCE WITH THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR

STREETS AND HIGHWAY AND THE OREGON

SUPPLEMENT. ALL MATERIALS AND

WORKMANSHIP SHALL BE IN ACCORDANCE

WITH THE CURRENT STATE OF OREGON

STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

2. SHIFT ACTIVITY AREA AND SIGNS AS NEEDED

TO ACCOMODATE PROJECT WORK.

3. FOR SIGN SPACING, TAPER AND BUFFER

LENGTHS NOT SHOWN, SEE ODOT STANDARD

DRAWING NO. TM800.

4. ADVANCE WARNING SIGN LOCATIONS MAY

VARY BASED ON LIMITS OF ACTIVE

CONSTRUCTION.

5. FOR DETAILS NOT SHOWN, SEE ODOT

STANDARD DRAWINGS NOS. TM820, TM821,

TM840, TM842, TM844, TM 845, TM 851, AND

TM 852.

6. MAINTAIN LOCAL BUSINESS DRIVEWAY

ACCESS.

7. SEE ODOT PERMIT FOR WORK HOURS

RESTRICTIONS AND OTHER CONDITIONS FOR

WORK IN ODOT RIGHT OF WAY.

LEGEND

PHASE 2 - COLUMBIA RIVER HWY

SCALE: 1"=50'

CW23-12

36x36

LEFT

TURN LANE

CLOSED

AHEAD

W1-4 36x36

(MOUNT ON TSS)

W1-4 36x36

(MOUNT ON TSS)

M4-9b 30x24

(MOUNT ON PCD)

M4-9b 30x24

(MOUNT ON PCD)

CW11-1

36x36

C 350'

1 9

B 350'

W20-5 36x36

LEFT LANE

CLOSED

AHEAD

B 350'

A 350'

TAPER

125'

A 350'

W4-2 36x36

TAPER

235'

BUFFER

125'

175'

W4-2 36x36

8' B(III)L

CW23-13

36x36

(MOUNT ON TSS)

LEFT

TURN LANE

CLOSED

SEQUENTIAL

ARROW

CW23-12

36x36

(MOUNT ON TSS)

LEFT

TURN LANE

CLOSED

AHEAD

S COLUMBIA RIVER HWY

S Y

K E

S R

D

R3-2 24x24

(MOUNT ON SINGLE POST TSS)

R3-5R 30x36

EXIST TRAFFIC

DETECTION LOOP, TYP

C 350'

12B 350'

15A 350'

A 245'

TAPER

245'

A 350'

A 350'

4BUFFER

125'

8' B(III)R

SEQUENTIAL

ARROW

8' B(III)R

82'

8' B(III)R

S COLUMBIA RIVER HWY

S Y

K E

S R

D

MAINTAIN MIN 16 FT BETWEEN

CONES, TYPICAL ALL DRIVE LANES

MAINTAIN MIN 16 FT BETWEEN

CONES, TYPICAL ALL DRIVE LANES

PHASE 2 - COLUMBIA RIVER HWY

SCALE: 1"=50'

M A

T C

H

LI

N E

SE

E

AB

O

VE

M A

T C

H L

IN

E

SE

E

BE

LO

W

G A

B L E

R D

SEE NOTE 6

2026.01.09 13:56:30-07'00'

TRAFFIC CONTROL

DETOUR PLAN

DTM

DTM

GNM

GNM

C-703

BASIN 6

PERMIT SET

Drawing Path and Name: A:\_V-W\Projects\OR\St. Helens\2023\W233257OR.00\12 CADD\12-5 Sheets\W233257OR_C-703.dwg, Plotted Date: January 9, 2026 10:56 AM By: David Montgomery

1 2 3 4 5 6

A

B

C

D

Engineer's Seal:

This document, ideas, and designs incorporated herein, are an instrument of professional service, and is not to be used, in whole or in part, for any other project without the written authorization of CONSOR.

Sub Consultant: Client / Owner: Project Title:

Sheet:

0 11/2 IF BAR DOES NOT MEASURE 1"

DRAWING IS NOT TO SCALE

Designed By:

Drawn By:

Checked By:

Approved By:

Consor Project No.:

Issued On:

CITY OF ST. HELENS

WASTEWATER SYSTEM CAPACITY

IMPROVEMENTS BASINS 4 AND 6

PROJECT NO. S-679

W233257OR

JANUARY 2026

Consultant:

WORK ZONE

TEMPORARY TRAFFIC

CONTROL SIGN

S

COLU

MBI

A

RIV

ER

H W

Y

LEGEND

McBRIDE ST

M

AT

ZE

N

S T

CE

D

A R O

A K S

T

M cB

R I D

E

ST

MAPLEWOOD DR

SYKES RD

SYKES RD

COLUMBIA BLVD

BACHELOR FLAT RD

GABLE RD

GABLE RD

O

AK GLENN DR

ELIZABETH LN

ALEXAN

DRA LN

G R

EE

N B

RI

AR

L O

O P

G

RE

EN

A

CR

ES

D R

M

AP

PL

EW

OO

D

DR

PORT AVE

END

DETOUR

M4-8A 24x18

W20-3 36x36

ROAD

CLOSED

1000 FT

SYKES RD

###x18

RIDER WIDTH PER STREET NAME

1 2

W20-3 36x36

ROAD

CLOSED

500 FT

SYKES RD

###x18

RIDER WIDTH PER STREET NAME

5*2

5*3

DETOUR PLAN - SYKES ROAD CLOSURE

SCALE: 1"=250'

M4-9 30x24

M4-9 30x24

6**

* PHASE 1 ONLY

** PHASE 2 ONLY

R3-5R 30x36

1 3

2026.01.09 13:56:31-07'00'