Attachment A - Special Provisions~11.pdf

SPECIAL PROVISIONS

FOR MAINTENANCE HIGHWAY CONSTRUCTION

OREGON DEPARTMENT OF TRANSPORTATION

SALEM, OREGON

2" GRIND AND INLAY

US 30 MP 14.11-14.28 PAVEMENT REPAIR

NE PORTLAND HIGHWAY

MULTNOMAH COUNTY

JUNE 2022

2” GRIND AND INLAY

SPECIAL PROVISIONS 2

DESCRIPTION OF WORK

NE PORTLAND HIGHWAY

MULTNOMAH COUNTY

Scope- Contract requires Contractor furnish, place and compact 2-inches of Level 3, ½” Dense ACP Mixture, cold plane pavement removal at 2-inches, provide and apply tack coat, furnish and install temporary pavement markings, furnish and install permanent striping and traffic control. Comply with the 2021 Oregon Standard Specifications for Construction.

Location of Work—this work will be on NE Portland Highway (US 30) in the location as described below.

Direction MP Range Width EB 14.135-14.265 13 ft WB 14.28-14.14 13 ft WB 14.11 13 ft

Above identified areas will be marked with white lines by the Pre-Construction Meeting.

Remove and replace all striping.

COMPLETION TIME LIMIT

Complete all Work to be done under the Contract not later than October 15, 2022. Work can begin upon notice to proceed. Substantially complete all Work to be done under the Contract not later than September 30, 2022. Substantial completion is considered to be top lift of asphalt pavement and temporary pavement markings in place.

APPLICABLE SPECFICATIONS

The 2021 Oregon Standard Specifications for Construction (“Standard Specifications”) include detailed technical specifications in Sections 00200 and beyond that apply to this ITB and any resulting Contract. Some sections of the technical specifications may be identified and modified in the Plans and Special Provisions. Sections of the technical specifications not identified in the Plans and Special Provisions remain applicable to the Contract according to their original terms.

Sections in Part 00100 of the Standard Specifications (General Conditions) are not applicable to the Contract unless they are specifically identified in the Plans and Special Provisions as being applicable. However, if a Part 00100 section that has been identified as being applicable references another section in Part 00100, or a technical specification (Parts 00200

SPECIAL PROVISIONS 3

and beyond) references a section from Part 00100, that section from Part 00100 applies to the Contract for purposes of supporting and giving full effect to the specification that referenced it. Bidders can access the Standard Specifications online at:

http://www.oregon.gov/ODOT/Business/Pages/Standard_Specifications.aspx

All number references in these Special Provisions shall be understood to refer to the Sections and subsections of the Standard Specifications bearing like numbers and to Sections and subsections contained in these Special Provisions in their entirety.

CLASS OF PROJECT

This is a State Project.

SPECIAL PROVISIONS 4

TABLE OF CONTENTS FOR SPECIAL PROVISIONS

SECTION 00210 - MOBILIZATION

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC

CONTROL

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

SECTION 00223 - WORK ZONE TRAFFIC CONTROL LABOR AND VEHICLES

SECTION 00224 - TEMPORARY TRAFFIC CHANNELIZING DEVICES

SECTION 00225 - TEMPORARY PAVEMENT MARKINGS

SECTION 00228 - TEMPORARY PEDESTRIAN AND BICYCLIST ROUTING

SECTION 00280 – EROSION AND SEDIMENT CONTROL

SECTION 00290 - ENVIRONMENTAL PROTECTION

SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

SECTION 00490 - WORK ON EXISTING SEWERS AND STRUCTURES

SECTION 00620 - COLD PLANE PAVEMENT REMOVAL

SECTION 00730 - EMULSIFIED ASPHALT TACK COAT

SECTION 00744 - ASPHALT CONCRETE PAVEMENT

SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS

SECTION 00865 - LONGITUDINAL PAVEMENT MARKINGS - DURABLE

SUPPLEMENTAL SPECIAL PROVISIONS

REGION 1 MAINTENANCE: GUIDELINE FOR PAVEMENT RESTORATION OR

DEFECTIVE WORK

PLAN

DETECTION LOOP ASBUILTS

STANDARD DRAWINGS

SPECIAL PROVISIONS 5

SECTION 00210 - MOBILIZATION

Comply with Section 00210 of the Standard Specifications.

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

Comply with Section 00220 of the Standard Specifications modified as follows:

00220.02(a) General Requirements - Add the following bullet to the end of the bullet list:

• When paving operations create an abrupt edge, protect traffic by installing a "DO NOT PASS" (R4-1) sign before the Work Area at sign spacing "A" from the TCD Spacing Table" shown on the Standard Drawings. Alternate "ABRUPT EDGE" (CW21-7) signs with appropriate (CW21-8) rider and "DO NOT PASS" (R4-1) signs at 1/2 mile spacings. Install a "BUMP" (W8-1) sign 100 feet prior to the transverse paving edge.

00220.40(e-1) Closed Lanes - Replace this subsection, except for the subsection number and title, with the following:

One or more Traffic Lanes may be closed on the NE Portland Highway (US 30) when allowed, shown, or directed during the following periods of time except as indicated in 00220.40(e-2):

Single Lane Closures – One Traffic Lane on NE Portland Highway (US 30) may be closed during the following times:

• Nightly, Monday through Friday, between 9:00 p.m. and 5:00 a.m.

00220.40(e)(2)(b) Special Events - Add the following to the end of this subsection:

The following special events will occur during this Project:

• The World Athletics Championships July 13, 2022 through July 25, 2022 – No Work Allowed

00220.60(A)(1) Contractor Responsibility – Add the following to the end of the first bullet list:

• Keep the surfaces being used by bicycles free of all dirt, mud, gravel and other harmful material. The surface includes bike paths, bike lanes, roadway shoulders or the outside 6 feet of the roadway. Roadways shall be free of barricades or other objects and all lanes opened to traffic during all the non-restrictive timeframes.

SPECIAL PROVISIONS 6

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

Comply with Section 00221 of the Standard Specifications modified as follows:

00221.03 Traffic Safety and Operations - Replace the bullet that begins “When paving operations create…” with the following bullet:

• When paving operations create an abrupt or sloped edge drop off greater than 1 inch, protect traffic by installing signing according to the "2 Lane, 2 Way Roadway Overlay Area" detail shown on the Standard Drawings. Protect longitudinal and transverse Pavement joints by placing and maintaining an asphalt concrete wedge according to 00221.07(c)(1).

00221.07(c)(1) Paving - Replace this subsection, except subsection number and title, with the following:

When the longitudinal joint is greater than 1 inch in height, install additional TCD according to 00221.03. Complete the placing of ACP and construction of paving joints according to 00735.48, 00735.49, 00743.45, 00744.44, 00744.45, 00745.47, and 00745.48, as applicable.

00221.90(b) Temporary Protection and Direction of Traffic - Delete the bullet that begins “Moving temporary barrier to and from Contractor’s stockpile areas”.

Replace the bullet that begins "When the Schedule of Items does not include …" with the following bullet:

• Preparing and signing the daily “Traffic Control Inspection Report”, when a TCS is not included in the Schedule of Items or when a TCS is not onsite for a work shift.

00221.06 Traffic Control Plan – Replace this subsection, except for the subsection number and title, with the following:

The Contractor will use a TCP developed by the Contractor and submit Unstamped Working Drawings that include the proposed TCP showing all TCM and quantities of TCD, and the following:

A temporary pedestrian accessible route plan that includes:

o Details and features used to provide pedestrian accessibility.

o Pedestrian staging Plans at a scale no smaller than 1 inch = 50 feet.

o Temporary alternate facilities or detour routes for pedestrian traffic.

Staging sequences and details for Work affecting vehicular, pedestrian, and bicycle traffic.

Proposed order and duration of the TCM.

A detailed temporary striping plan if the existing striping is affected.

00221.88 Measurement, Method “B” – Under this method, no measurement of quantities will be made.

SPECIAL PROVISIONS 7

00221.98 Payment, Method “B” – Lump Sum Basis – Work zone traffic control will be paid for at the Contract Lump Sum amount for the item “Temporary Work Zone Traffic Control, Complete”.

Payment will be payment in full for furnishing, installing, moving, operating, maintaining, inspecting and removing Materials and TCD, and for furnishing all Equipment, labor and Incidentals necessary to complete the Work as specified.

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

Comply with Section 00222 of the Standard Specifications modified as follows:

00222.40(e) Temporary Sign Placement - Add the following to the end of the bullet list:

• For paving operations on non-freeways, place “ABRUPT EDGE” (CW21-9) and “ROAD WORK XX MPH” (CW20-1a) signs as shown. Use an “XX” value equal to 10 mph below the current posted regulatory speed. If a speed is posted for a temporary regulatory speed reduction, that speed is the current posted regulatory speed.

• For all other moving operations that do not create an abrupt edge adjacent to traffic, omit the “ABRUPT EDGE” signs.

• When construction requires bicycles to use the Traffic Lanes, install a "Bicycle ON

ROADWAY" (CW11 1) symbol sign on 1/2 mile spacing through the affected area. Keep the signs in place until completion of the Shoulder or bikeway final surface.

• Install a 72 by 24-inch "CONSTRUCTION VEHICLE DO NOT FOLLOW" (CW23-14) sign on rigid substrate on the back of all material or Equipment delivery vehicles.

• At least seven Calendar Days before the Cornelius Pass Highway closure, place one or more PCMS displaying the following message as shown, or as directed:

Panel 1 Panel 2

(Name/# of highway) LANE CLOSURE (Location) (Time Frame) LANE CLOSURE (Time Frame)

00222.80 Measurement - Replace this subsection, except for the subsection number and title, with the following:

No extra measurement will be made for this work.

SECTION 00223 - WORK ZONE TRAFFIC CONTROL LABOR AND VEHICLES

Comply with Section 00223 of the Standard Specifications.

SPECIAL PROVISIONS 8

SECTION 00224 - TEMPORARY TRAFFIC CHANNELIZING DEVICES

Comply with Section 00224 of the Standard Specifications modified as follows:

00224.46 Pavement Edge Delineation - Replace the paragraph that begins “Place tubular or conical markers…” with the following paragraph:

Place tubular or conical markers to delineate the edge of Pavement immediately after construction Work or paving operations create an abrupt or sloped edge drop-off greater than 1 inch in height along the right hand or left hand Shoulder.

SECTION 00225 - TEMPORARY PAVEMENT MARKINGS

Comply with Section 00225 of the Standard Specifications.

SECTION 00228 - TEMPORARY PEDESTRIAN AND BICYCLIST ROUTING

Comply with Section 00228 of the Standard Specifications modified as follows:

00228.00 Scope - Replace this subsection, except subsection number and title, with the following:

In addition to the requirements of Section 00221, this Work consists of furnishing, installing, operating, maintaining, inspecting, and removing temporary devices for accommodating pedestrians and bicyclists through a work zone.

00228.80(a) Length Basis - Replace this subsection, except for the subsection number and title, with the following:

No extra measurement will be made for this work.

SECTION 00280 – EROSION AND SEDIMENT CONTROL

Comply with Section 00280 of the Standard Specifications modified as follows:

00280.06 Erosion and Sediment Control Manager - Delete this subsection.

SPECIAL PROVISIONS 9

00280.62 Inspection and Monitoring - Replace this subsection, except for the subsection number and title, with the following:

Inspect the Project Site and all ESC devices for potential erosion or sediment movement on a weekly basis and when 1/2 inch or more of rainfall occurs within a 24-hour period, including weekends and holidays.

If a significant noncompliance or serious water quality issue occurs that could endanger health or the environment, verbally report it to the Engineer within 24 hours.

00280.80 Measurement - Replace this subsection, except for the subsection number and title, with the following:

No extra measurement will be made for this work.

00280.90 Payment – Replace this subsection, except for the subsection number and title, with the following:

No separate or additional payment will be made for erosion and sediment control. There is an estimated 3 catch basins that will require protection.

SECTION 00290 - ENVIRONMENTAL PROTECTION

Comply with Section 00290 of the Standard Specifications modified as follows:

00290.90 Payment – Replace this subsection, except for the subsection number and title, with the following:

No separate or additional payment will be made for environmental protection.

SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Comply with Section 00310 of the Standard Specifications modified as follows:

00310.90 Payment - Replace this subsection, except for the subsection number and title, with the following:

No separate or additional payment will be made for removal or disposal Work included in Section 00330 according to 00310.02.

SECTION 00490 - WORK ON EXISTING SEWERS AND STRUCTURES

Comply with Section 00490 of the Standard Specifications modified as follows:

SPECIAL PROVISIONS 10

00490.46 Adjusting Manholes: Add the following to the end of the subsection:

Follow Method ‘C”, “Circular Cut” for manhole adjustments per Standard Drawing RD 360.

00490.80 Measurement - Replace this subsection, except for the subsection number and title, with the following:

No extra measurement will be made for this work.

00490.90 Payment - Replace this subsection, except for the subsection number and title, No separate or additional payment will be made for work on existing sewers and structures.

SECTION 00620 - COLD PLANE PAVEMENT REMOVAL

Comply with Section 00620 of the Standard Specifications modified as follows:

00620.40(e) Warning Signs - Replace this subsection, except for the subsection number and title, with the following:

Provide warning signs as required where abrupt or sloped drop-offs occur at the edge of the existing or new surface according to Sections 00221 and 00222.

00620.43 Maintenance Under Traffic - Replace this subsection, except for the subsection number and title, with the following:

Traffic will be allowed on the cold planed surface up to 7 Calendar Days after removing the existing surface. Sweep and clean the cold planed surface before opening to traffic.

Before beginning paving operations, make repairs to the existing cold planed surface as directed. Payment for the repairs will be made according to 00195.20.

SECTION 00730 - EMULSIFIED ASPHALT TACK COAT

Comply with Section 00730 of the Standard Specifications modified as follows:

00730.11 Emulsified Asphalt - In the paragraph that begins "Obtain samples according to AASHTO T 40…" replace the words “AASHTO T 40” with the words “AASHTO R 66”.

00730.90 Payment - Replace this subsection, except for the subsection number and title, SPECIAL PROVISIONS 11

No separate or additional payment will be made for Emulsified Asphalt tack coat.

Approximately 1 Ton of Emulsified Asphalt in tack coat will be required on this Project.

SECTION 00744 - ASPHALT CONCRETE PAVEMENT

Comply with Section 00744 of the Standard Specifications modified as follows:

00744.11(a) Asphalt Cement - Add the following to the end of this subsection:

Provide Level 3 grade asphalt cement for this Project.

Add the following subsection:

00744.51 Opening Sections to Traffic - Schedule work so that, during the same shift, the surfaces being paved are paved full width and length through the top Base Course before opening to traffic. Traffic will be allowed on the top Base Course up to 7 Calendar Days.

Before beginning wearing Course paving operations, make repairs to the existing surface as directed. Payment for the repairs will be made according to 00195.20.

SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS

Comply with Section 00850 of the Standard Specifications modified as follows:

00850.30 Manufacturer’s Representative - Replace this subsection, except for the subsection number and title, with the following:

For Sections referencing 00850.30, the services of a manufacturer’s representative are not required. Place pavement markings only when the pavement is ready for the pavement marking material according to the manufacturer’s installation instructions.

SECTION 00865 - LONGITUDINAL PAVEMENT MARKINGS - DURABLE

Comply with Section 00865 of the Standard Specifications.

SPECIAL PROVISIONS 12

SUPPLEMENTAL SPECIAL PROVISIONS

1. The quantities in the bid item list are intended to serve only as a guide to bidders, and are not to be construed as a guarantee. All quantities are estimated, and are for bid purposes only. The quantity for each bid item includes all labor, equipment and materials for all activities associated with this project. The Oregon Department of Transportation (ODOT) reserves the right to adjust quantities and add or delete, as needed.

2. Contractor will be responsible for traffic control measures for all closures, based on approved traffic control plan (TCP). Submit TCP seven (7) days prior to pre-construction meeting to allow for review and approval.

3. The total number of PCMS required for the project will be determined by the Contractor’s TCP. Contractor must include the messages to be displayed on their TCP. Abrupt edge PCMS signs will be required if a longitudinal abrupt edge is left.

4. Contractor shall provide a schedule to the Project Manager seven (7) days prior to the pre-construction meeting to allow for review.

5. Contractor shall schedule a pre-construction meeting with the Project Manager seven (7) days prior to the proposed start of construction.

6. ODOT to retain all grindings generated by this project. Contractor to deliver them to the Rocky Butte stockpile area along I205 SB, see attached map.

7. The signals on US 30 are maintained by PBOT, follow the attached instructions for scheduling the signal on/off. When making the request notify PBOT this is an ODOT maintenance project and that invoicing should be sent to: ODOT District 2B 9200 SE Lawnfield Rd, Clackamas OR 97015 Attn: Stacy Stubblefield.

8. Any illegal camp cleanup required prior to the start of work will be coordinated by ODOT.

The Contractor shall notify the Project Manager 10 working days before the scheduled start date to allow for the cleanup to be posted and completed. Contractor to account for this time in their schedule. Contractor shall occupy the site and begin work immediately following the camp cleanup. If there is evidence that additional cleanups will be required based on camper presence or personal property found at the site, notify the Project Manager so it can be scheduled. Contractor may not move or remove any personal property from the site. No monetary compensation will be considered for any camp cleanup delay.

9. Any illegal camp cleanup required after the start of work will be coordinated by ODOT.

The Contractor shall notify the Project Manager to allow for the cleanup to be posted and completed. Contractor shall occupy the site and continue work immediately following the camp cleanup. If there is evidence that additional cleanups will be required based on camper presence or personal property found at the site, notify the Project Manager so it can be scheduled. Contractor may not move or remove any personal property from the site. Any time delay caused by campers occupying the site after the start of work, when they had not been present prior to the start of work, will be added to the end of the contract. No monetary compensation will be considered for any camp cleanup delay.

SPECIAL PROVISIONS 13

10. Contractor shall provide a recently approved ODOT asphalt mix design for Level 3, ½-inch dense, ACP seven (7) days prior to the pre-construction meeting for review.

11. Contractor shall provide weigh slips for each load of ACP material placed in performance of Work under the Contract. Contractor to collect all weigh slips during the shift and give the group of them to the inspector at the end of the shift.

12. Contractor is responsible for placing all new lines in the same location and configuration as all existing lines. Cost to control work to meet this responsibility is incidental to the bid item “Thermoplastic, Extruded, Surface, Profiled”.

13. Changes to the scope and/or limits of work are to be requested in writing to the Owners Authorized Representative. The Owners Authorized Representative will respond in writing with approval or denial of the change(s). ADA ramp upgrades that are triggered due to unauthorized changes to the scope and/or limits of work are the Contractors responsibility to remedy. Contractor, or their designated representative, will design and construct the ADA ramp upgrades per ODOT standards at no expense to the Agency. ADA ramp upgrades must follow the triggering activity in a timely manner.

14. Furnish a 12 foot straight edge. Test with a 12 foot straight edge parallel to and perpendicular to the centerline and at joints, as directed. The pavement surface shall not vary by more than ¼ inch. District 2B Manager will determine which corrective action from Section 00744.75 of the 2021 Oregon Standard Specifications for Construction for pavement roughness is acceptable for the project.

15. All new transverse joint pavement edges shall be sand sealed. This work will be considered incidental to the bid item “Level 3, ½-inch dense, ACP”.

16. Contractor shall be responsible to provide quality control and quality assurance for the project. The Contractor shall meet the compaction requirement listed in Section 00744.49 of a minimum of 91% of MAMD. The Project Manager reserves the right to take and re-test material samples, and based upon such test results, to reject any material not meeting the referenced Specifications. It is agreed and understood that the Contractor shall replace all rejected material with material meeting the Specifications at no additional cost to the State.

17. Defective pavement will be repaired, at no additional cost to the State, according to the Region 1 Maintenance: Guideline for Pavement Restoration or Defective Work.

18. Contractor’s employees and their subcontractors may not wear clothing, hats, vests, etc. that have the ODOT name or “flying T” symbol.

19. There is public interest in the work. Contractor is advised to use courtesy and respect in any work site interaction with the public and to refer all public relations matters to the ODOT Project Manager.

20. Contractor shall implement safety policies, procedures and practices in conformance with all applicable local, state and federal laws, rules and regulations including but not limited to:

SPECIAL PROVISIONS 14

a. Applicable OSHA safety regulations

b. ANSI Z 133.1 Safety standards agreed upon by ODOT and local jurisdiction

c. The Manual of Uniform Traffic Control Devices (MUTCD)

d. Any other applicable safety laws, regulations and codes.

21. All equipment utilized during this contract shall be in good and serviceable condition.

22. In addition to the notifications required under the standard specifications and special provisions, contractor will also:

A. At least 72 hours prior to executing lane and/or complete roadway closures on US 30 notify:

i. The ODOT Project Manager: 971-673-1343

ii. Portland Bureau of Transportation Dispatch Center: 503-823-3333

B. At the time of lane and/or complete roadway closures and again when the lane and/or complete roadway is opened on US 30 notify:

i. ODOT Traffic Management Operations Center (TMOC): 503-283-

23. Correspondence for the project is required to have the project name in the subject line.

24. The invoices, certified payrolls (if applicable) and project submittals are to be submitted via email to the Agency Authorized Representative.

Stacy Stubblefield: Stacy.stubblefield@odot.state.or.us

25. Invoices must have the following certified statement on them along with a signature by the Contractor’s Authorized Representative.

“I the undersigned, hereby certify that the above bill is true and correct and that payment has not been received. Signature: _______________________”

26. Invoices are to have the contract number and service period listed on them and the following billing address:

ODOT District 2B 9200 SE Lawnfield Rd Clackamas OR 97015

Updated 11/9/2020

Region 1 Maintenance Guidelines for Pavement Restoration or Defective Work

This guideline applies anytime the asphalt saw cut does not fall at a lane line, striping is removed and not replaced in the same location or when defective paving has to be replaced.

Base Objective: Motorist cannot feel the repaired pavement. Prolong the working life of the asphalt pavement and reduce future maintenance costs.

Repair Guidelines:

1. Pavement condition new or like new (1‐3 years old): Complete a 2” grind and inlay with the same Level of ACP required in the contract (Level 3 minimum) for an area that covers the entire lane width of every lane affected by 100 foot long. The length to be centered on the defective/saw cut area if the defective area is small. If the area is larger than 100 feet then complete a 2” grind and inlay with the same Level of ACP required in the contract for an area that covers the entire lane width of every lane affected by the entire length of the defective/saw cut area.

2. Pavement condition anything less than new (3 years or older): Complete a 2” grind and inlay with the same Level of ACP required in the contract (Level 3 minimum) for an area that covers the entire lane width of every lane affected by 50 foot long. The length to be centered on the defective/saw cut area if the defective area is small. If the area is larger than 50 feet then complete a 2” grind and inlay with the same Level of ACP required in the contract for an area that covers the entire lane width of every lane affected by the entire length of the defective area.

3. When there are several smaller areas that are within a short distance of each other complete one continuous repair.

4. The District Manager or their designated representative will determine the limits of the repair based on these guidelines.

PBOT Signals & Street Lighting Contractor Assist Information Required (Updated - January 8, 2021)

Any contractor assist request for traffic signal-street lighting (SSL) related work requires the following:

• Minimum 5 working days advance notice to schedule PBOT SSL maintenance electrician(s) to stop by the job site for construction related signal and/or street lighting changes.

• Approved traffic control plans (TCP) by PBOT Traffic Engineers and attached to the request. If you do not have one, please apply for one two weeks prior to contacting SSL.

• Specific time and date when the assist is needed.

• Specific corner, traffic approach, and signal operation needed to safely operate the intersection per construction specifications and approved construction traffic control.

• Field foreman contact information.

• Invoicing information: name/address/contacts of company, job or project number. If this is a City Project include SAP# with extension and the Bureau contact name & number.

• There will be charges to have an electrician modify the traffic signals and/or street lighting per the TCP approvals. We will send an estimate upon request.

• Send all of the above to gabriel.javier@portlandoregon.gov

Thank you!

Gabriel Javier – SSL Supervisor II Portland Bureau of Transportation 2929 N Kerby Ave Portland, OR 97227 Phone: 503.823.5530 Cell: 503.823.6702 gabriel.javier@portlandoregon.gov www.portlandoregon.gov/transportation

The City of Portland ensures meaningful access to city programs, services, and activities to comply with Civil Rights Title VI and ADA Title II laws and reasonably provides: translation, interpretation, modifications, accommodations, alternative formats, auxiliary aids and services. To request these services, contact 503-823-5185, City TTY 503-823- 6868, Relay Service: 711.

mailto:gabriel.javier@portlandoregon.gov mailto:gabriel.javier@portlandoregon.gov http://www.portlandoregon.gov/transportation hwym17i Polygonal Line hwym17i Line hwym17i Line hwym17i Text Box MP 14.14 End WB A Lane 2" grind and inlay 13' wide hwym17i Text Box MP 14.28 Begin WB A Lane 2" grind and inlay 13' wide hwym17i Line hwym17i Line hwym17i Text Box MP 14.135 Begin EB A Lane 2" grind and inlay 13' wide hwym17i Text Box MP 14.265 End EB A Lane 2" grind and inlay 13' wide hwym17i Text Box MP 14.11 WB A lane 13' wide by 50 feet long 2" grind and Inlay patch hwym17i Line hwym17i Text Box

US 30 MP 14.11-14.28

2" grind and inlay Plan hwym17i Text Box

US 30 MP 14.11-14.28

2" grind and inlay Rocky Butte Grinding Stockpile Location hwym17i Line thr hwym17i Text Box Enter stockpile site through maintenance gate off of I84 WB to I205 SB Ramp hwym17i Line hwym17i Text Box Rocky Butte Stockpile Location hwym17i Text Box The specific location on site for grinding stockpiling will be determined at the pre-construction meeting.

hwym17i Line hwym17i Text Box North N.T.S.

07/2020 Changed Min. widths for CH, TM, TM-40, and TS

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

Registered Professional En-gineer.

N/ACALC. BOOK NO. 07/01/2020SDR DATE

the current Oregon Standard Specifications.

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

TM500

T M

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

Effective Date: June 01, 2022 - November 30, 2022

DISABLED PARKING DETAIL (white)

4" white edge line

Edge of pavement

17'

1'

20'

4"

Direction of Traffic

36° 36°

3'

4'

36° 3'

4'

LL

L

L

LL

LL

L

LLL

LL

L

TS

LL

LL

L

L

LL

4'

Direc tion o f Tra ffic

36° 3'

L

9'

3'

8" white line

1'

20'

4'

4" 8 " white line

12'12'12'

L For traversable medianL

9'

3'

L

12'

LL

1'

' 6

1'

For Centerline

DLL DLL-2

36°

36° 3'

Direction of Traffic

BYLD

L E G E N D

36°

36°

Direction of Traffic

CH

For lane lines in drop lanes

LL

For lane lines in acceleration/deceleration lanes

40'

40'

40'

10'

10'

40'

For lane extensions and bike lane extensions For lane extensionsFor lane extensions

TM-40

30'10'

8'

40'

20'

30'

10'

40' 40'

30'

30'

(Typ.)

Wheel Stop

YD

NPL

YBWB

TWL

WD-2

NPR

ND

Direction of Traffic

YLD

TM

4 " space

NDW

Thru Traffic Side

WD

D

YW-2W

2'

4" space

36°

36°

L

4" space

4" space

4"

4"

30'

4" YELLOW LINE

4" WHITE BROKEN LINE

4" space

LL

L

L

LL

LL L

L

LL

8'8'

6'6' 6'

2'2'

8'

1' space

8'

4" YELLOW BROKEN LINE

8" WHITE LINE4" WHITE LINE

10'

40'40'

8'

2'

1'

1'

1'

8" WHITE DOTTED LANE LINE4" WHITE DOTTED LANE LINE

Yellow Line Narrow Double

Yellow Line Narrow Double

YIELD LINE (white) for field layout angle orientation for field layout angle orientation for field layout angle orientation striping plans

Lane line dimensions are shown on the Or Thru Traffic Side

Direction Of Traffic, Increasing Stationing

1' WHITE BARS AT 20' SPACING

CHEVRON BARS

BICYCLE YIELD LINE (white)

4" YELLOW LINES

NO-PASS RIGHT

Yellow Line Narrow Double for field layout angle orientation

4" white line

R o u te

A c c e s s ib le

" w h ite lin e

1' WHITE BARS AT 20' SPACING

TRANSVERSE SHOULDER BARS

4" YELLOW DOTTED LINE

4" white line

1' YELLOW BARS AT 40' SPACING

TRANSVERSE MEDIAN BARS

distance between left turn refuges exceeds 200' For use at painted medians where

Increasing Stationing Increasing Stationing

Yellow Line Narrow Double

2' (Typ.)

8" WHITE DOTTED LINE 4" WHITE DOTTED LINE

1' YELLOW BARS AT 20' SPACING

TRANSVERSE MEDIAN BARS

3' 5"

4" YELLOW LINES

NO-PASS LEFT

4" YELLOW LINES

TWO-WAY LEFT TURN

TWO 4" WHITE LINES

NARROW DOUBLE NO-LANE CHANGE

TWO 4" YELLOW LINES

DOUBLE NO-PASS

TWO 4" YELLOW LINES

NARROW DOUBLE NO-PASS

(thru traffic side )

HC

4.5' min.

min.

4.5' min.

4.5' min.

4.5' panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

Freeway

Use aggregate wedge when abrupt edge is 2 inches or greater.

four feet wide protect longitudinal abrupt edge as shown.

When paved shoulders adjacent to excavations are less than

NOTES:

shoulder, as far as practical.

Place cart / generator / power supply off of the on 10' spacing.

Use six tubular markers in shoulder taper outside shoulder, where practical.

Install Flagger Station Lighting beyond the

2" or GreaterExtg. pavement aggregate base rock

Shoulder or message sign (PCMS)

Portable changeable

20'

100'

4' B(III)R

Temp. Plastic Drums

Lighting

Flagger Station

50'

10'

Markers

28" Tubular

Place roll-up signs in advance of barricades.

plaques to the sign face using hook and loop fasteners.

If roll-up signs are used, attach the correct (CW21-9) throughout excavation area at spacings shown.

Continue signing and other traffic control devices

"RIGHT" (CW21-8C) riders with "LEFT" (CW21-8A) riders.

8' B(III)R barricades with 8' B(III)L barricades and replace the

If the excavation is located on left side of traffic, replace the abrupt edges of 1 inch or greater.

or other roadway work. Use abrupt edge signing for longitudinal

Abrupt edges may be created by paving, operations, excavations

GENERAL NOTES FOR ALL TCP DRAWINGS:

for max. spacing.

See TCD Spacing Table

Temp. Plastic Drums for max. spacing.

See TCD Spacing Table

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

TM09-01 04-JAN-2022

EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION

PORTABLE CHANGEABLE MESSAGE

LIGHTING DELINEATION

FLAGGER STATION

Sl. 1:3

TAPER TYPES & FORMULAS

TEMPORARY BARRIER FLARE RATE TABLE

TAPER FORMULA

Merging (Lane Closure)

Shifting

Shoulder Closure

Flagging (See Drg. TM850)

Downstream (Termination)

"L"

"L"3 1"L"/3 or

50' - 100'

Varies (See Drawings)

"L"2 1"L"/2 or the Speed from the Tables below:

Use Pre-Construction Posted Speed to select

For Lane closures where W < 10', use "L" value for W = 10'.

Limit spacing adjustments to 30% of the "A" dimension for all speeds.

When necessary, sign spacing may be adjusted to fit site conditions.

Place traffic control devices on 10 ft. spacing for intersection and access radii.

NOTES:

SPEED (mph) MINIMUM FLARE RATE

M I N I M U M L E N G T H S T A B L E

"L" VALUE FOR TAPERS (ft) BUFFER "B" (ft)W = Lane or Shoulder Width being closed or shifted

20:1

19:1

18:1

16:1

14:1

12:1

10:1

9:1

8:1

FREEWAYS

SPEED (mph) W = 12 W = 14 W = 16

TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE

20 - 30

35 - 40

45 - 55

60 - 70 700

100 100

15001000 2640

100 20

Device Spacing (ft)

Max. Channelizing Sign Spacing (ft) SPEED (mph)

A B C

CW21-8A

(As noted)

36x18

C W

(Mount on TSS)

(As needed)

42x18

CW21-8C

OR

C

W

Plaques

CW21-9

Abrupt edge

8' B(III)R 8' B(III)R

mi.4 1 mi.4

1 mi.4

EDGE

ABRUPT

RIGHT

LEFT

(Roll-up sign)

(As needed)

EDGE

ABRUPT 32x11

32x11

32x11

CENTER

RIGHT

LEFT

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

PCMS DETAILS

TABLES, ABRUPT EDGE AND

TM800

T M tm .d g n

JA

N

10≤ W

30≤

W/60, S = Speed, W=WidthS 45: L = WS, Speeds < 45: L = ≥ formula, for Speeds For Shoulder closures where W < 10', use "L" value for W = 10' or calculate "L" using

2 To be accompanied by Dwg. Nos. TM820 & TM821.

Combine drawing details to complete temporary traffic control for each work activity.

Do not locate sign supports in locations designated for bicycle or pedestrian traffic.

High speed highways have a pre-construction posted speed of 45 mph or higher.

Low speed highways have a pre-construction posted speed of 40 mph or less.

All other signs mounted on barrier sign supports shall not exceed 12 sq. ft. in total sign area.

All diamond shaped warning signs mounted on barrier sign supports shall be 36" by 36".

background of all temporary warning signs.

Use fluorescent orange sheeting for the

All signs are 48" x 48" unless otherwise shown.

to indicate traffic movements.

Arrows shown in roadway are directional arrows sequential arrow boards.

Place a barricade approx. 20' ahead of all shown are the minimum required.

Signs and other Traffic Control Devices (TCD)

SDR DATE

TYPICAL ABRUPT EDGE DELINEATION

Smart Work Zone Systems

Portable Traffic Signals

Detail as shown is used for trailered and non-crashworthy components of:

barricade may be omitted when PCMS is placed behind a roadside barrier.

Use six drums in shoulder taper on 20' spacing. The drums and

Left shoulder, use Type B(III)L

Right shoulder, use Type B(III)R

Use the appropriate type of barricade panels for PCMS location.

Install PCMS beyond the outside shoulder, when possible.

gineer.

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

Registered Professional En-

Effective Date: June 1, 2022 – November 30, 2022

Two-lane, two-way centerlines.

For projects in place through winter months.

Freeway or multilane shifts and crossovers.

To prohibit lane changes or passing (include appropriate regulatory signs).

TYPICAL APPLICATIONS:

pvmt. markers temp. reflective 4" wide stripes

10' pvmt. markers temp. reflective 4" wide stripe

10'

10 ft. x 4 in. stripe

40'

15' 15'

40' pvmt. markers temp. reflective

(Supplemented double solid lines) (Supplemented solid line)

TYPICAL APPLICATIONS: TYPICAL APPLICATIONS:

For projects in place through winter months.

High ADT 2 lane roads (greater than 10,000).

Freeway and multilane broken lines.

For projects in place through winter months.

To discourage lane changes in multilane sections.

Alignment shifts or crossovers.

(Supplemented broken lines)

TYPICAL APPLICATIONS:

(Simulated broken lines)

30'

40'

Temp. reflective or flexible pvmt. markers

5'

5'

GENERAL NOTES FOR ALL DETAILS:

Pavement marking colors shall conform to the MUTCD.

placed in a pattern to substitute for a painted line.

Simulated lines are Reflective Pavement Markers with Reflective Pavement Markers.

Supplemented lines are painted lines enhanced required for one-way traffic or edge lines.

2. White Mono-Directional Pavement Markers are are required for Two-Way Traffic.

1. Yellow Bi-Directional Pavement Markers

When using Supplemented or Simulated lines:

spacings.

pvmt. markers on 10'

Double temp. reflective

8" wide stripe

(Supplemented solid 8" line)

Alignment splits (bifurcations)

Gore areas

TYPICAL APPLICATIONS:

2 lane, 1 way alignments on freeways or multi-lane highways.

2 lane, 2 way centerlines.

To prohibit lane changes or passing (include appropriate regulatory signs).

TYPICAL APPLICATIONS:

(Supplemented wide double solid lines)

40' pvmt. markers temp. reflective 4" wide stripes

Temp. reflective pvmt. markers

10'

TYPICAL APPLICATIONS:

Edge lines for short durations, less than 14 days.

To discourage lane changes in multilane sections.

Alignment shifts or crossovers.

N/A 01-JUL-2020

LAYOUT "A" LAYOUT "B" LAYOUT "C" LAYOUT "D"

LAYOUT "G"LAYOUT "F" CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

TEMPORARY PAVEMENT MARKINGS

TM810

T M tm .d

JU

L pavement markings cannot be placed within two weeks.

Emulsified asphalt surface treatments (chip seals) where permanent

HMAC intermediate surfaces.

During staging on finished/existing surfaces.

2" space

2" space

SDR DATELAYOUT "E"

(Simulated Solid Lines) gineer.

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a

4"x 4"x 12'

2 - 2"x 4" @ 45° angle

2"x 6"x 37"

36"

Sandbags per side (typ.)

lag screw

"x 3"8 31 -per side (typ.)

" dia. bolts8 32 -screw per side (typ.)

"x 3" lag 8 31 -per support (typ.)

"x 3" lag screws8 32 -

"x 37"2 1"x 54 sign (typ.)

48"x 48" sign area of 20 sq. ft. or less.

Use Double Post TSS for a total

NOTES:

per support (typ.)

2 - 3/8" dia. bolts per support (typ.)

2 - 3/8" dia. bolts

4 - 2"x 6"

40"

"2 12 - 4"x 4"x 5

NOTES:

2' - 8" Sandbags

2' - 6"

A

"4

" - 12 ga. PSST2

" - 12 ga. x 4" PSST Stub2

PSST Stub

" - 12 ga. x 4" 2 12 A

See DETAIL A

" - 12 ga. PSST4

" - 12 ga. PSST4 sign (typ.)

48"x 48" per support (typ.)

" dia. bolts8 3Two, support (typ.)

joining brace and

" dia. bolt 8

NOTES:

1 - 2"x 4"

1 - 4"x 4"x 4"

2 - 2"x 4"

1 - 4"x 4"x 4"

1- 2"x 4" 40"

Sandbags lag screws

"x 4"8 34 -

4"x 4"x 10'

"x 3" lag screws8 32 -

2"x 4"x35" @ 45° angle

2"x 4"x 6"

"x 3" lag screws8 32 -

"x 4" lag screws8 34 -

" dia. bolts8 31 -

" dia. bolts8 31 -

" dia. bolts8 32 -

" dia. bolts8 31 -sign (typ.)

36"x 36"

" dia. bolts8 32 -

TEMPORARY SIGN SUPPORT GENERAL NOTES:

Sheeting

Retroreflective

Sheeting

Retroreflective

" Sheeting

Retroreflective

(m in and Right sides)

Sheeting (Left

Retroreflective

NOTES:

SIGN POST REFLECTIVE SHEETING PLACEMENT

Sheeting

Retroreflective Sheeting

Retroreflective

N/A 01-JUL-2020

TM821

T M signs. Do not mount signs on Type II or III Barricades.

Use Single Post TSS for mounting "Business Access" (CG20-11)

Use Single Post TSS for a total sign area of 12 sq. ft. or less.

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

tm .d

JU

L

TEMPORARY SIGN SUPPORTS

Sheeting may be applied directly to post material; or applied to a rigid, lightweight substrate, then securely attached to the posts.

for wood post TSS's. Use 2" wide sheeting for PSST TSS's.

Apply sign post retroreflectivity to each TSS post facing front; and to the left and right sides of the TSS, as shown. Use 3" wide sheeting and "DO NOT ENTER". For "STOP" and "DO NOT ENTER" signs, used red ANSI Type III or IV retroreflective sheeting on the TSS posts.

Apply fluorescent orange, ANSI Type VIII or IX retroreflective sheeting to TSS posts, as shown, for all temporary signs, except "STOP"

Use A325 Bolts or equivalent.

welding. Repair Galvanizing according to ASTM A780.

designation G90. Remove Galvanizing from steel before

Galvanize steel according to ASTM A653 with coating

All members shall have a minimum yield stress of 50 ksi.

Use PSST TSS's for a total sign area of 16 sq. ft. or less.

Society (AWS) D.1.1.

Weld steel according to American Welding

" - 12 ga. x 4" PSST Stub.2 1inside of the 2

" PSST4

1Do not use bolt to secure 2

" - 12 ga. x 4" PSST Stub.2 1inside of the 2

" - 12 ga. PSST to extend entire length 4

See Dwg. No. TM204 for flag board mounting detail.

(25 lb. max per bag) (min. 100 lbs per side of each TSS).

Place a minimum of 50 lbs of sandbags on each of the four TSS supports legs.

when signing is not needed for more than 3 days.

sign 90 degrees away from approaching traffic. Remove TSS from roadway

When sign is inconsistent with current work zone conditions, cover sign: or turn

Do not place or stack ballast more than 24" above the ground.

See "Temporary Sign Placement" detail on TM822 for sign installation heights.

four sides (S4S) and free of heart center (FOHC).

For wooden TSS's, use either Douglas Fir or Hem Fir, which is surfaced

Do not locate TSS's in locations that block pedestrian or bicycle traffic.

Do not tip over TSS at any time.

SDR DATE

Double Post Perforated Steel Square Tube (PSST) Single Post

DOUBLE POST DETAIL PERFORATED STEEL SQUARE TUBE (PSST) DETAIL SINGLE POST DETAIL

Front Right Left Front FrontRight Left Side

(No Scale)

DETAIL A

B

B

" - 12 ga. PSST 4

" - 12 ga. PSST2

A A

(No scale)

SECTION A-A

gineer.

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a as shown.

pedestrian pathway, maximum of 4" into it may extend a

7' above the sidewalk is installed less than

If bottom of plaque

B a c k o f c u r b m in m in

3' (min.)

4" max. *

2' (min.)

width is less than 6'

2' min. when the shoulder

6' - 12'

E d g e o f tr a ff ic l a n e m in m in

R

W

1' min.

Urban Areas With Curb/Sidewalk surface, as shown.

minimum of 7'0" above pavement

(plaque) so bottom of sign is a bicycle traffic, install secondary sign shoulder or other surface used by adjacent to or intrude into a paved

Where temporary signs are located

E d g e o f tr a ff ic l a n e

Shoulder

Paved m in . R

W

1' min.

6' - 12'

E d g e o f tr a ff ic l a n e m in m in

TEMPORARY SIGN PLACEMENT

L 2-1/2"x 2-1/2"x 5/16"

"8 d eg head and clip

" dia. pin wth4

"16 5"x 2

1"x 22 1L 2

"2

"16 5"x 2

1"x 22 1L 2

" Sch. 40 pipe2 1210"

"2

"2

6" max.

of total sign area) (or, max. 12 sq. ft.

36" x 36" sign

2" Sch. 40 pipe

" Sch. 40 pipe2

Conc. Barrier

NOTES:

CONCRETE BARRIER SIGN SUPPORT

CALC. BOOK NO.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

TM822

TEMPORARY SIGN SUPPORTS

T M tm .d

JU

L other than concrete.

Follow manufacturer recommendation when installing signs on barrier

Do not use clipped signs.

Weld steel according to American Welding Society (AWS) D.1.1.

Place support at connection between two concrete barrier sections.

Use for supporting a maximum 12 sq. ft. of total sign area.

Support fits both 32" and 42" tall "F" barrier.

All structural steel shall conform to ASTM A36.

and pinned when not in use.

Drill additional holes so sign can be rotated 90 degrees

01-JUL-2020N/A

To be accompanied by Dwg. Nos. TM670, TM671, TM687, TM688 & TM689.

according TCP Design Manual, MUTCD, ADA, or as directed.

Do not block bicycle lanes, sidewalks, or TPAR's with sign supports. Maintain minimum widths for these facilities

SDR DATE

Rural Areas

Bicycles On Shoulder Rural or Urban Areas - Curb or No Curb

No Curb/Sidewalk Divided Highway/Freeway Medians gineer.

The selection and use of this

Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a