Traffic Management Plan For K18759: OR99E Railroad Tunnel ... Document...The main purposes of this project are to upgrade the illumination system at the I-5: N Denver Avenue tunnel

B St

Guignard Dr

K18759: OR99E Railroad Tunnel Illumination and ITS, and K18760: I-5 N Denver Ave NB Tunnel Illumination

Traffic Management Plan For

Prepared by

February 2018

GLOBAL TRANSPORTATION ENGINEERING227 SW Pine StreetSuite 320Portland, OR 97204

Prepared for

Oregon Department of Transportation Region - 1

K18759: OR99E Railroad Tunnel Illumination and ITS, and K18760: I-5 N Denver Ave NB Tunnel Illumination Traffic Management Plan

February 12, 2018

Page | 1

Table of Contents TMP Goals .......................................................................................................................... 3

Project Background ............................................................................................................. 3

Project Area Boundaries .............................................................................................. 4

Proposed Improvements .............................................................................................. 4

Project Area Characteristics ................................................................................................ 7

Traffic Characteristics .................................................................................................. 7

Roadway Characteristics ............................................................................................. 7

Location of Other Construction Projects .............................................................................. 8

Project Stakeholders ........................................................................................................... 8

Factors Impacting Construction Staging .............................................................................. 9

Project Schedule .......................................................................................................... 9

Proposed Improvements and Potential Impacts to Traffic Flow ...................................10

Existing Vehicle Restrictions .......................................................................................10

Work Zone Lane Closure Restrictions .........................................................................10

Seasonal Restrictions .................................................................................................12

Alternate Routes .........................................................................................................12

Environmental Issues ..................................................................................................13

Construction Noise Regulations ..................................................................................13

Potential Mobility Issues .....................................................................................................14

Traffic Mobility during Construction .............................................................................14

Input from the Public and Stakeholders .......................................................................14

Agency Coordination ...................................................................................................14

Holidays and Events ...................................................................................................15

Consideration of Over-Sized Vehicles .........................................................................15

Traffic Management and Operation Strategies ...................................................................15

Public Information and Outreach Strategies ................................................................15

Motorist Information/ITS Strategies .............................................................................16

Construction Strategies ...............................................................................................16

Alternate Route Strategies ..........................................................................................17

Proposed construction Staging ..........................................................................................17

I-5: N Denver Avenue NB Tunnel Illumination .............................................................18

Concept .............................................................................................................................18

Detour ................................................................................................................................18

Pedestrians and Bicycle Accommodations .........................................................................18

OR99E: Railroad Tunnel Illumination and ITS .............................................................18

Concept .............................................................................................................................18

Detour ................................................................................................................................19

Pedestrians and Bicycle Accommodations .........................................................................19

Incident Management Plan .............................................................................................19

Emergency Communications Plan ..............................................................................19

Contingency Plan ........................................................................................................20

Mobility Communication Plan .........................................................................................20


February 12, 2018

Page | 2

List of tables

Table 1. Existing Traffic volumes................................................................................................ 7

Table 2. Project Area Roadway Functional Classification ........................................................... 7

Table 3. Project Stakeholders .................................................................................................... 8

Table 4. Communication Strategy .............................................................................................20

List of Figures

Figure 1. Vicinity Map- OR99E Railroad Tunnel ......................................................................... 5

Figure 2. Vicinity Map-N Denver Ave NB Tunnel ........................................................................ 6


February 12, 2018

Page | 3

TMP Goals

The primary purpose of the TMP is to address the construction-related traffic impacts of this

project in a cost-effective and timely manner. It also serves to identify means and methods to

minimize public inconvenience due to constructions activities.

This Traffic Management Plan (TMP) document will facilitate the development team’s

understanding of how traffic will be managed and why these decisions were made during project

development along with details behind the development of the Traffic Control Plans (TCP) and

other measures that will be put in place during construction to minimize disruptions to traffic

without compromising public or work zone safety. This Transportation Management Plan is a

living document, subject to additions and modifications throughout the life of the project.

Goals of this Project-Level TMP include the following:

• To describe the project construction footprint.

• To aid in creating a project development team and decision-making environment that

looks at options available to limit and mitigate anticipated construction impacts.

• To communicate what elements will be included in the project to mitigate for any

anticipated disruptions to travelers and freight without compromising public or worker

safety.

The TMP accomplishes these goals by documenting the following elements:

• Description of project area

• Description of the proposed improvements

• Summary of the transportation system characteristics near the project site

• Identification of other agency and local jurisdiction projects in the area requiring

coordination

• Identification of project stakeholders

• Identification of potential traffic mobility issues during construction

• Consideration of over-sized vehicle accommodations

• Selection of Traffic management and operation strategies

• Description of construction staging and traffic control narrative

• Recommendations for managing access during construction

• Provisions for Incident Management and Mobility Communication Plans

• “Decision Tree” ODOT Form 734-5042

• Work Zone Lane Closure Restrictions (Provided by Agency)

Project Background

The main purposes of this project are to upgrade the illumination system at the I-5: N Denver

Avenue tunnel (northbound under Highway No 01 at MP 306.86) and, to upgrade the

illumination for roadway and pedestrian tunnels that pass under the OR99E Railroad at Highway


February 12, 2018

Page | 4

81 MP 12.6 near downtown Oregon City. In addition, the project will install a new variable

message sign (VMS) south of theOR99E Railroad tunnel. The improvements are being made to

improve safety and mobility at each site.

Project Area Boundaries

For the I-5: N Denver Avenue tunnel, the main area of improvements occurs within confinement

of the tunnel, which is approximately 360 feet in length. Minor conduit, junction box and wiring

will occur between the tunnel entrance and the service cabinet located on N Expo Road, due

west of the tunnel location.

Similarly, the illumination upgrades to the OR99E: Railroad pedestrian and roadway tunnels on

OR99E (McLoughlin Boulevard), that passes under the railroad, the main improvements occur

within the confinements of the tunnels, additional improvements in external roadway lighting

occurs approximately 100 feet north of the tunnel. Installation of the VMS will extend the project

limits to approximately 550 feet south of the tunnel with conduit and junction box installations

occurring between the south tunnel portal and the VMS location. Both project areas are in

Oregon Department of Transportation (ODOT) Region 1. Figures 1and 2 show the project

areas.

Proposed Improvements

As previously described, the main component of these projects is to upgrade the existing tunnel

lighting systems to reduce maintenance and improve visibility. The system upgrades will bring

the tunnel illumination systems up to current ODOT standards. The proposed improvements at

each location are as follows:

• K18760 I-5: N Denver Ave NB Tunnel Illumination (roadway tunnel that passes under

Highway No 01 at MP 306.86). The proposed improvement at this location include the

design and implementation of an upgraded tunnel illumination system.

• K18759 OR99E Railroad Tunnel Illumination and ITS (roadway and pedestrian tunnels

that pass under the railroad at Hwy 81 MP 12.6 near downtown Oregon City). The

proposed improvement at this location includes: Upgrades to the existing tunnel lighting

including the pedestrian tunnel, and the design and implementation of a variable

message sign (VMS) with new cantilever sign structure approximately 550 feet south of

the tunnel.

The upgrades to the existing transportation system will improve mobility and improve traveler

safety through the tunnel area. It has the added benefit of reducing maintenance on systems

that have reached the end of their life cycle. The VMS near OR99E Railroad tunnel will provide

drivers with real time travel information concerning queuing that may be occurring at the OR99E

(McLoughlin Blvd)/Main Street intersection.

B St

SR 14

McLou

glin B

lvd99E

99ERail

road A

ve

McLouglin Blvd

McLou

glin B

lvd

Willamett

Rive

r

Main St.

Oregon City Arch Bridge

Main St.

= Construction Zone Figure 1 Vicinity MapRoadway and pedestrian tunnels that pass under the railroad at Highway 81 MP 12.6

Aman

Image

B St

SR 14

99E

99E

Railroa

d Ave

Willamett

Rive

r

Main St.

Oregon City Arch Bridge

= Construction ZoneVicinity MapFigure 2

I - 5

N Argyle St

N D

enve

r Ave

.

N D

enve

r Ave

.

I - 5

Columbia Slough

I - 5

N D

enve

r Ave

.

N Victory Blvd

North Denver Avenue northbound tunnel (passes under Highway No 01 at MP 306.86)

Aman

Image


February 12, 2018

Page | 7

Project Area Characteristics

This section includes a summary of existing transportation conditions within the project areas

relevant to this TMP, including traffic and roadway characteristics and location of other

construction projects.

Traffic Characteristics

Annual average daily traffic (AADT) volumes along N Denver Avenue and OR99E (McLoughlin

Boulevard) near the project sites were researched to better understand the volume of vehicles

that would need to be accommodated during construction of each site. AADT’s are summarized

in.

Table 1. Existing Traffic volumes

Segment Name Mile Point 2016 AADT 1 Truck Percentage (%)

I-5: North Denver AvenueNorthbound Tunnel

(-5.27 to -5.76) 2,800* 4.76*

OR99E (McLoughlin Blvd) Railroad Tunnel

12.58 23,900 5.27

1 ODOT TransGIS https://gis.odot.state.or.us/transgis/*2015 Volumes based on information provided by ODOT Staff.

Roadway Characteristics

The functional classifications of the project area roadways are summarized in Table 2 along with

each roadway’s posted speed limit.

Table 2. Project Area Roadway Functional Classification

Roadway

Functional Classification

(Federal functional class)1

ODOT

State Classification System (SCS)1

National Highway system

(NHS)1

National Network

(NN)1

N Denver Ave. South of the tunnel

Urban Minor Arterial District ---- ----

McLoughlin Blvd (OR99E)

Urban Principal Arterial Regional NHS NN

1 Oregon Highway Plan and ODOT TransGIS https://gis.odot.state.or.us/transgis/

The North Denver Avenue northbound tunnel is a one-way single lane road with a posted speed

limit of 45 MPH. No bike or pedestrian facilities are present.

OR 99E (McLoughlin Blvd) near the project vicinity is a four-lane, two-way highway with two

lanes on each direction and a posted speed limit of 30 MPH (at milepost 12.74 south of the

tunnel, the speed limit changes to 40 mph in the southbound direction). Sidewalks are present

along the east side of OR99E north of the tunnel and along the west side of OR99E south of the

https://gis.odot.state.or.us/transgis/



February 12, 2018

Page | 8

tunnel. A pedestrian tunnel runs along the east side of OR99E providing a connection to the

north and south sidewalks.

Location of Other Construction Projects

To minimize construction impacts for traffic traversing the project areas and surrounding

roadways, this project has considered other projects planned in the project areas to coordinated

with. However, there are no known projects that will occur within the same timeframe as this

project.1 The following are known projects that will occur near or at the same location with the

two projects:

At OR99E Railroad Tunnel Illumination and ITS project:

• OR99E: Rockfall – Oregon City Tunnel to Old Canemah Park- Project Description: Rockfall mitigation

- Proposed Construction: May 2018

At N Denver Ave NB Tunnel Illumination project:

• 17516 I-5: Interstate Bridge - Hassalo St MP302 – MP308 (I-5 from the Interstate Bridge

to Moda Center).

- Project Description: Pavement rehabilitation, ADA approved ramps, inlets and

manhole adjustments and upgrading traffic control mechanisms.

- Proposed Construction: Summer 2018 through Fall 2019.

• 19531 I-5 / I-84: Banfield Interchange Bridge Ramps Structural Overlay and Desk Seal

Project Stakeholders

It may become necessary to contact stakeholders in the project area during project construction

regarding new developments, major incidents, unforeseen schedule changes or traffic control

changes. Primary stakeholders include major road authorities, emergency facility service

providers, hospital medical facility providers, other government contacts, and local utilities.

The contractor should meet with the emergency service providers prior to the beginning of

construction to confirm expectations for emergency services and to coordinate communications.

A list of project stakeholders is provided in Table 3.

Factors Impacting Construction Staging

This section summarizes the factors that will impact construction staging that includes: project

schedule, proposed improvements and impacts to traffic flow, alternate routes, existing vehicle

1 ODOT project Tracking https://gis.odot.state.or.us/odotprojecttracking/



February 12, 2018

Page | 9

Table 3. Project Stakeholders

Agency/Organization Name Title Phone #

Agency Representatives

Oregon Department of Transportation

(ODOT)

Tom Hamstra Project Manager 503-731-3015

Katelyn Jackson Community Affairs 503-731-8503

Kari Sprenger Region 1 Mobility

Liaison 503-731-3315

City of Oregon City Dayna Webb Project engineer 503-974-5508

TriMet Public Relations -- 503-962-4910

Schools

Portland Public Schools -- -- 503-916-2000

Oregon City School District -- -- 503-785-8000

Emergency Services

Emergency Dispatch Emergency Only -- 911

Oregon Emergency Management Non-Emergency -- 503-378-2911

Multnomah County Office of Emergency

Management -- -- 503-988-6700

Clackamas County Emergency

Management -- -- 503-655-8378

Oregon State Police Andy McCool Lieutenant 503-731-3020

Multnomah County Sheriff Michael Reese Sheriff 503-988-4300

Clackamas County Sheriff Craig Roberts Sheriff 503-785-5000

Portland Police Bureau -- -- 503-823-0000

Portland Fire and Rescue -- -- 503-823-3700

Oregon City Police Department -- -- 503-657-4964

Hospitals/Medical Facilities

Legacy Urgent Care Oregon City -- -- 503-305-6159

Legacy Urgent Care West Linn -- -- 971-339-0360

Legacy Urgent Care West Lombard -- -- 503-465-4875

Utility Owners

Oregon Utility Notification Center -- -- 800-332-2344

(or 811)

Other

Oregon Trucking Association Jana Jarvis President 503-513-0005

AAA Oregon -- -- 503-222-6767

Portland General Electric Public Relations -- 503-464-8444

restrictions, Work zone lane closure restrictions, environmental issues, seasonal restrictions,

and construction noise regulations.

Project Schedule

The project is tentatively scheduled to bid in July 2018. A detailed construction schedule has

been created as part of the project development process and will be available from the Agency.

Refinements to the schedule will continue to evolve during the design process. Additional

schedule modifications are expected once a Contractor has been selected.


February 12, 2018

Page | 10

Proposed Improvements and Potential Impacts to Traffic Flow

This project includes the proposed improvements listed above in section 2.2. At the OR99E

Railroad Tunnel, much of the construction work will be completed using single lane closures.

Short-term full closures may be required to accommodate construction activities. This is

anticipated to include placement of the VMS over the travel lanes and removal/installation of the

center row of lighting within the tunnel. These closures if required will be during off peak periods

at night. Alternatively, traffic control measures for this work may be multi-lane closures with

flagging during off peak hours.

Full- ramp closure of the N Denver Ave. tunnel is required during the implementation stage of

the proposed illumination upgrades. This full ramp closure is required due to the constrained

tunnel width (single lane northbound only road).

The full-closures on both proposed sites will require detours to parallel routes, and will occur

during nighttime off peak hours. The identified detour routes are included with this TMP.

Existing Vehicle Restrictions

Based on review of the current ODOT Motor Carrier Transportation (MCTD) Road and Bridge

Restrictions website2, no roadways have existing weight, height, or width restrictions for vehicles

within either of the project limits. This site will be periodically reviewed prior to bid letting. When

construction starts, the construction team needs to coordinate with MCTD and obtain the most

current information on vehicle restrictions that may affect the project sites.

Work Zone Lane Closure Restrictions

Work zone lane restriction have been evaluated by ODOT’s traffic analysis staff. The following

lane restriction and special events have been provided by the agency and will be included in the

special provisions.

00220.03(a) Over-Dimensional Vehicle Restrictions – Add the following paragraphs: During times of anticipated over-dimensional vehicles presence, maintain a minimum usable roadway width on Pacific Highway East (OR99E, SE McLoughlin Blvd) and Pacific Highway West (OR99W, N. Denver Avenue) northbound to I-5 north as shown below, to allow for over-dimensional vehicles to pass through the work area. DAYTIME SINGLE LANE (ft) TWO LANE (ft) OR99E & OR99W (N Denver Ave) 16 28 NIGHTTIME OR99E & OR99W (N Denver Ave) 14 28 Anticipate daytime over-dimensional vehicles between the following sunrise and sunset periods:

2 ODOT Motor Carrier Transportation Division, “Road and Bridge Restrictions”, reviewed as of October 31, 2017.

https://www.oregontruckingonline.com/cf/MCAD/pubMetaEntry/restrictionsList/

https://www.oregontruckingonline.com/cf/MCAD/pubMetaEntry/restrictionsList/


February 12, 2018

Page | 11

• January: between 7:00 a.m. and 5:30 p.m.

• February: between 6:30 a.m. and 6:00 p.m.

• March: between 7:00 a.m. and 8:00 p.m.

• April: between 6:00 a.m. and 8:30 p.m.

• May: between 5:30 a.m. and 9:00 p.m.

• June: between 5:00 a.m. and 9:30 p.m.

• July: between 5:00 a.m. and 9:30 p.m.

• August: between 5:30 a.m. and 9:00 p.m.

• September: between 6:00 a.m. and 8:00 p.m.

• October: between 7:00 a.m. and 7:00 p.m.

• November: between 6:30 a.m. and 5:30 p.m.

• December: between 7:00 a.m. and 5:00 p.m. 00220.40(e)(1) Closed Lanes - Replace this subsection, except for the subsection number and title, with the following: One or more traffic lanes on the Pacific Highway East (OR99E) and N. Denver Avenue (OR99W) northbound ramp to I-5 may be closed when allowed, shown, or directed during the following periods of time except as indicated in 00220.40(e)(2): A) Pacific Highway East (OR99E) Northbound and Southbound

Single lane closures are allowed:

• Daily, Monday through Friday afternoon between 9:00 a.m. and 3:00 p.m.

• Nightly, Monday night through Friday morning between 7:00 p.m. and 6:00 a.m.

• Friday night through Saturday morning between 7:00 p.m. and 9:00 a.m.

• Saturday night through Sunday morning between 6:00 p.m. and 10:00 a.m.

• Sunday night through Monday morning between 6:00 p.m. and 6:00 a.m. B) N. Denver Avenue (OR99W) Northbound Ramp to Pacific Highway (I-5)

Closures of the ramp are allowed:

• Nightly, Sunday night through Friday morning between 9:00 p.m. and 5:00 a.m.

• Friday night through Saturday morning between 9:00 p.m. and 7:00 a.m.

• Saturday night through Sunday morning between 10:00 p.m. and 8:00 a.m. Do not close the ramp until all materials and equipment are on hand or guaranteed to be delivered so that the work can be done in an efficient manner with a minimum period of ramp closure. The ramp closure will not be allowed until the area and the detour route are signed according to the TCP and the requirements of Section 00225. 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:

• Teddy Bear Parade - May 21, 2018, apply only to section 220.40(e)(1)A.


February 12, 2018

Page | 12

• Clackamas County Fair and Rodeo- August 14-18, 2018, apply only to Section 220.40(e)(1)A.

• Cruise to Historic Downtown Oregon City - September 15, 2018, apply only to section 220.40 (e)(1)A.

The Contractor shall verify the dates of the special events. Add the following subsection: 00220.40(f) Limited Duration Road Closure on OR99E – The Contractor will be permitted to close all traffic lanes on Pacific Highway East (OR99E) in both directions for periods not to exceed 20 minutes in duration for removing or erecting the sign structures over the traffic lanes. This work will only be permitted between the hours of 10:00 p.m. and 4:30 a.m., Monday through Sunday. Succeeding roadway closures will not be allowed until traffic clears from a preceding closure.

Seasonal Restrictions

There are no weather related seasonal restrictions for upgrading the tunnel Illumination system

at either project site. However, constructing the cast in place concrete for foundation would be

restricted during below freezing temperatures when installing the sign support structure that

carries the VMS. Casting concrete during freezing or below freezing temperature can cause the

fresh concrete to freeze before it settles and prevent it from attaining its desired strength.

Alternate Routes

Although there are planned detour routes, drivers who are familiar with the area can choose

alternative routes to avoid the construction area during the full or partial tunnel closures.

The planned detour route as shown in the attached temporary traffic control for the N Denver

Ave Ramp is the only alternative route there is during construction. See Appendix B.

A full roadway closure will be required of the OR99E (McLoughlin Blvd) Tunnel to facilitate

removal and installation of lighting along the center of the tunnel. Up to a five consecutive night

closures are anticipated. The following routes are recommended alternate routes that bypass’

the project area and limits traffic to arterial level streets:

Local Traffic (non-heavy vehicles) Route all northbound traffic along S 2nd Street to N High Street. The Detour will continue

east along High Street, south on 5th Street, east along Washington Street and finally

north on 14th Street. Southbound traffic will be detoured at 14th Street and follow the

same route as northbound traffic.


February 12, 2018

Page | 13

Truck Traffic Detour truck traffic in Aurora, Oregon. Route northbound traffic via Main St and Ehlen

Road to OR551. At OR551 route traffic northbound to I-5 and I-205 to the Oregon City

Exit.

Environmental Issues

Lead Based Paint A lead base paint (LBP) investigation was conducted at each tunnel location. No LBP was

identified in the I-5: Denver Avenue Tunnel location samples. LBP was identified in nearly all

the paint samples in the OR99EL Railroad and Pedestrian Tunnels. Based on the lead

concentrations and in comparison, with the past ODOT sampling of LBP, paint in the OR99E

shall be disposed of as hazardous waste. If any wash water is used on the OR99E tunnels, the

water shall be containerized and sampled prior to proper disposal. The contractor will be

required to consider worker safety relating to lead exposure at OR99E. LBP reports are

available.

Polychlorinated Biphenyls (PCB) and Mercury All lights should be assumed to contain polychlorinated biphenyls (PCB) and mercury until they

can be confirmed otherwise.

Suspect asbestos-containing material (ACM) Old wiring insulation, shall be assumed to contain asbestos until sampling can be conducted to

determine otherwise. Additionally, there may also be suspect ACM may in joint materials,

packing material/gaskets, and sealants.

Construction Noise Regulations

Two jurisdictions will be impacted by this project. The basic requirements of applicable noise

regulations for City of Portland and City of Oregon city are listed below.

OR99E: Railroad Tunnel Illumination and ITS Oregon City does not require a noise variance but has the following procedures for performing

work outside of normal hours. Submit a short letter requesting the ability to work outside of the

normal work hours. Standard work hours are shown at the following:

https://www.orcity.org/publicworks/construction-work-hours

Include in the letter: the type of work being done, where the work will be located, the time that it

will occur, why it cannot be done during standard work hours, what public outreach will be

conducted about the night work you will do and a 24 hour Contact name & telephone number for

noise complaints/concerns. The City will respond to the request with a letter. The request

should be sent though the Senior City Engineer for routing.

I-5: N Denver Ave NB Tunnel Illumination No noise variance is anticipated to be required at this location by the City of Portland. However,

the following permitting requirements should be noted:

https://www.orcity.org/publicworks/construction-work-hours


February 12, 2018

Page | 14

The City of Portland permits a construction noise standard during daytime hours up to 85 dBA

(decibels A-Weighting) at 50 feet, with exceptions for haul trucks, pile drivers, pavement

breakers, scrapers, concrete saws and rock drills. Between the hours of 6:00 p.m. to 7:00 a.m.

the following morning, and 7:00 a.m. Saturday to 7:00 a.m. the following Monday, and on legal

holidays, construction noise must adhere to the Noise Control Ordinance, which limits

construction noise to 60 dBA.

ODOT’s 2011 Noise Manual has methods and procedures for abatements of highway traffic

noise and construction noise. The construction noise abatement section of the manual lists

methods and procedures that are typically implemented to limit the noise levels when

construction takes place near noise sensitive land uses. Section 2, Section 8, Appendix B and

Appendix H of the ODOT Noise Manual describes the standards and procedures for noise

abatement, construction equipment noise levels and mitigation for construction noise impacts.

Potential Mobility Issues

This section includes a discussion of traffic mobility issues during construction, input from the

public and stakeholders, agency coordination, holidays and special events, and consideration of

oversized vehicles.

Traffic Mobility during Construction

For the construction phase at the OR99E Tunnel, single lane closures, single direction detours

and short term full tunnel closures (either 20 minutes or a single nighttime closure) are being

considered. Single lane closures can occur during most off-peak hours, and short-term full

closures with detour routes will be at night during low volume periods.

At the N Denver Avenue Northbound Tunnel, an alternate access (detour) to I-5 northbound is

immediately adjacent to the project site. Full closure of the tunnel will speed up construction and

is required due to the limited roadway cross-section. The full tunnel closures will occur at night

during off-peak hours and a detour provided that can accommodate general traffic and annually

permitted freight traffic.

Input from the Public and Stakeholders

The scope of this project, as it affects the public, is similar to freeway maintenance. Its impacts

and decisions are guided primarily by technical factors and ODOT policy. The primary goals of

the communication effort for this project are to inform project stakeholders, including affected

property owners, tenants, and adjacent communities, of construction activities and to gather

feedback on factors that will affect them. The major communication elements planned for this

project will be determined by ODOT Region 1 staff.

Agency Coordination

Local agencies and other departments within ODOT need to be contacted and notified before

the start of project construction to coordinate any unknown issues that may not have been

identified during the design phase. Particularly close coordination with local agencies is


February 12, 2018

Page | 15

necessary for the planning and use of detour routes. Communication protocols are described in

Section 11, and a list of known projects near the project area is included in Section 40.

Holidays and Events

Traffic can be impacted by holidays and local events as well as seasonal activities. Lane or

ramp closures will not be allowed during holidays or special event days. The major holidays are

included in the ODOT standard specifications. Local events scheduled in the project vicinity that

would impact the construction schedule has been identified in Section 6.4.

Consideration of Over-Sized Vehicles

As mentioned on section 2.2. OR99E within the project vicinity is a federally designated truck

route and is part of the National Highway System. Although N Denver Avenue is not part of the

national highway system nor a federally designated truck route, it is a ramp connection to I-5

northbound which is part of the National Highway System and a designated as Freight Route.

Since trucks are anticipated to be on these roads, it is essential that any temporary lane

restrictions or detours can accommodate large trucks during construction at both project sites to

minimize impact to the timely and dependable movement of goods.

When a project restricts the width, length, height, or weight of vehicles through a work zone or

detours trucks around a work zone, the MCTD must be notified by using the web based

electronic version of the "Highway Restriction Notice-Size and/or Weight" form (Form No. 734-

2357) at least 35 calendar days before the restriction or detour takes effect. As soon as the

restriction is lifted, notification must be sent to the same individuals on a revised copy of the

original Form #734-2357 so this information can be relayed to all affected parties. No such

restrictions are anticipated for either project site.

Traffic Management and Operation Strategies

To help meet the performance goals for congestion management and promote work zone

safety, several types of traffic management strategies were examined for implementation. A

range of common traffic management strategies is available for consideration on this project.

The strategies selected are described below. It should be recognized that before selecting a

strategy for application, an evaluation of the benefits provided versus the cost to implement

should be conducted. Project budgets may determine which strategies can be implemented.

ODOT’s Decision Tree Matrix (Form #734-5042) has been assembled to document traffic

management and operational strategies and the reasoning behind the decision for their use on

the project. The Decision Tree Matrix has been included in Appendix A.

Public Information and Outreach Strategies

Making the public aware of the potential delays incurred while traveling through the project area

or detour routes may encourage motorists to use alternate routes or plan trips to avoid peak

construction periods. This will help to manage congestion within the project area. Therefore,


February 12, 2018

Page | 16

public information and outreach is beneficial for maintaining public support for projects, as well

as for encouraging changes in travel behavior during construction.

Motorist Information/ITS Strategies

Providing motorists with real-time information helps notify drivers of upcoming work zones and

may alleviate congestion and delay. Existing Intelligent Transportation Systems (ITS) and other

strategies may be used to provide traveler information in the following ways:

• Variable message sign (VMS): Variable message signs are electronic signs that can

display changing messages. Permanent Variable Message Signs (VMS) may be

utilized at the discretion of Region 1 Traffic Management and Operations Center

(TMOC) to notify motorists about incidents in the project area so that they can choose

to detour to an alternate route if needed.

• Portable changeable message signs (PCMS): PCMS is a portable electronic sign

that can display changeable messages. They are useful when informing drivers of

upcoming construction periods and warning drivers of construction activities as

needed.

• Ground mounted signs: Typically installed at the endpoints of work zones informing

motorists of road construction and the possibility of delay. Ground mounted signage

will be needed to alert motorists of the availability of Highway Advisory Radio

information if/when provided.

• 511 (Highway Advisory Telephone): Inclusion of this project on ODOT’s statewide

511 highway advisory telephone system will help provide travelers with up-to-date

information about construction activities and potential delays.

• TripCheck (ODOT’s ITS Website): Including this project on ODOT’s ITS website

(www.tripcheck.com) will help to inform users of construction activities. TripCheck

allows motorists to retrieve real time information and weather conditions via the

Internet. In addition to the Internet, motorists may also call 511 to receive this same

information. ODOT also shares this information with WAZE so users of the popular

application receive notifications when approaching construction zones.

Construction Strategies

Useful construction strategies as they pertain to this project are described below.

• Off-peak/off-seasonal/night/weekend work: As much as possible, temporary lane or

ramp closures should be undertaken during the off-peak period to avoid excessive

congestion. Closures should adhere to the applicable restriction specifications.

• Planned lane or ramp closures: Temporary lane or ramp closures, when required,

will be limited to the off-peak periods.

• Project phasing: Maintaining the existing travel lane configuration in each direction

during construction will create less delay for motorists. Although phasing requires a

longer construction period, it minimizes impacts to traffic.


February 12, 2018

Page | 17

• Truck Traffic/Permit Restrictions: Width restrictions may be required at some

locations, depending on existing roadway/lane widths and required work zones. No

height restrictions have been identified for this project except the existing height

restriction throughout the tunnels. The proposed detour routes will not restrict most

trucks. However oversize vehicles may be rerouted by ODOT MCTD if desired.

Detailed detour plans for each site are included with this TMP. See Appendix B.

• Extended weekend closures: Weekend closures are advantageous because of

greatly reduced disruption of AM and PM peak commuters during week days.

Weekend closures for the two project sites would be during nighttime hours.

• Coordination with adjacent construction: The coordination of this project with other

projects in the area, as discussed in Section 4, will help to avoid unnecessarily

compounding traveler delay.

• Full-time traffic control supervisor (TCS): Having a full-time TCS on-site allows one

person to be dedicated to traffic control and not be distracted by other construction

activities. Benefits include the ability to make quick decisions and to implement

contingency plans as needed.

Alternate Route Strategies

Alternative routes for motorists should be identified whenever a ramp or full roadway closure is

anticipated during construction.

• Ramp closures: The N Denver Avenue entrance ramp tunnel will be closed during

construction activities. A detour has been identified adjacent to the site and will be

used to facilitate all construction activities within the tunnel.

• Road closures: full closure of the McLoughlin Blvd (OR99E) tunnel will be required to

facilitate certain stages of construction for the illumination upgrade and VMS

installation project. A detour route along arterial level roadways (based on City of

Oregon City TSP road functional classification system) for local traffic has been

identified and will be coordinated with the City of Oregon City for short term full

closures. For heavy and over-sized vehicles, a detour has been identified that reroutes

traffic at Aurora, Oregon via OR551, I-5 an I-205.

Proposed Construction Staging

Multiple staging options were explored for both tunnel illumination upgrade projects. The options

considered included a full closure of the roadways, staged construction, and temporary traffic

diversions. The options considered have been documented in the ODOT’s Decision Tree Matrix

(Form #734-5042) to document the staging options and the reasoning behind the decision for

their use on the project. The Decision Tree Matrix has been included in Appendix A.

In general, the construction staging for the illumination upgrade will include removing the

existing lights and replacing them with new lighting systems. The construction staging for the


February 12, 2018

Page | 18

new VMS support structures will include construction of new sign support footings, erecting the

new sign support, and installation of the VMS.

The following outlines the preferred construction staging option for both the N Denver Avenue

Northbound Tunnel and OR99E Railroad Tunnel project locations. Staging has been developed

to accommodate heavy vehicles at both locations. Complete plans for the construction has been

included in Appendix B.

I-5: N Denver Avenue NB Tunnel Illumination

Concept

Fully close the northbound ramp to all traffic during work periods. Reopen during non-work

hours if lighting is present.

Detour

Route all northbound N Interstate Avenue vehicles to N Victory Boulevard and east to the

intersection of N Victory Boulevard/I-5 NB Ramps/N Whitaker Road. At the intersection,

eastbound vehicles can turn left to access I-5 northbound. No geometric constraints have been

identified. Signal timing should be evaluated.

Pedestrians and Bicycle Accommodations

No bike or pedestrian accommodations exist for the Denver Tunnel and none will be provided

during construction. Bikes utilizing N Interstate Avenue will be detoured along the same route as

vehicular traffic.

OR99E: Railroad Tunnel Illumination and ITS

Concept

Provide three stages of construction that will allow for modification to the tunnel illumination

along the southbound lanes, northbound lanes (including construction activities associated with

the VMS, and along the centerline of the tunnel. Extended temporary traffic control needs to be

put into place to accommodate curvature in the roadway north of the tunnel and due to

constrained right-of-way.

Lane widths through the tunnel will be no less than 15 feet. Two travel lanes, one in each

direction will be provided which will allow for a 12-foot work zone (total width of 42 feet).

Adjustments in cones to allow for 16-foot travel lanes can be provided to accommodate WB-67

vehicles as required.

Stage1: Close the curbside northbound lane south of the VMS location. Construct VMS footing

and modify vehicle tunnel illumination. Reopen all lanes during non-work hours. Reduced lane

closure lengths can be provided to accommodate the VMS footing construction should it take

longer than the illumination modifications within the tunnel.

Stage 2: Close the southbound curbside travel lane through the tunnel area to replace tunnel

illumination along the southbound lanes. No construction activities on the VMS structure should

be conducted under this stage.


February 12, 2018

Page | 19

Stage 3: This stage will consist of a detour and closes the northbound and southbound

approach to the tunnel. The southbound approach will be closed at Main Street and northbound

at S 2nd Street. This closure allows the centerline lighting to be removed/installed and any

additional work that requires a full closure to be conducted.

Detour

Local Traffic (non-heavy vehicles)

Route all northbound traffic along S 2nd Street to N High Street. The Detour will continue east

along High Street, south on 5th Street, east along Washington Street and finally north on 14th

Street. Southbound traffic will be detoured at 14th Street and follow the same route as

northbound traffic. This route keeps traffic on minor arterial roadway or higher. No geometric

constraints have been identified, but further review will be conducted at Advanced Plans.

Truck Traffic

Detour truck traffic in Aurora, Oregon. Route northbound traffic via Main St and Ehlen Road to

OR551. At OR551 route traffic northbound to I-5 and I-205 to the Oregon City Exit.

Pedestrians and Bicycle Accommodations

For the OR99E Railroad Tunnel, pedestrian and bike traffic will be unaffected by the tunnel and

VMS construction activities. The exception to this is during modification to the pedestrian tunnel

illumination. It is anticipated during work periods in the pedestrian tunnel, pedestrian and bike

traffic can be staged at each portal and walked through the tunnel as needed. The construction

activities anticipated in the pedestrian tunnel are surface mounted conduits and luminaires. No

work is anticipated to the walking surface or overhead.

Incident Management Plan

Incident management is a planned and coordinated program that detects and removes incidents

from the highway and restores traffic capacity as safely and quickly as possible. ODOT Region-

1 has an incident management program that is operated from the Region 1 Traffic Management

and Operations Center (TMOC). Any incidents that impact traffic flow during construction should

be coordinated with the TMOC for State owned and maintained roadways. For City owned and

maintained roadways, coordination should be through the City of Oregon City and City of

Portland public work offices (depending on project site). The Emergency Communication Plan

and Contingency Plan are two important tools for incident management, described in the

following sections.

Emergency Communications Plan

The Emergency Communications Plan describes how communications protocols and lists

important contact information for responding to an incident. Important elements include:

• Plan goals and objectives

• Key Contacts

• Emergency Services Contacts

• Emergency response and communications procedures


February 12, 2018

Page | 20

• Roles and responsibilities of those executing the plan

Maintaining an updated list of emergency contacts for use in the event of an incident shall be

the responsibility of the contractor.

Contingency Plan

The Contingency Plan includes both traffic and contractor contingency plans. The traffic

contingency plan addresses specific actions that will be taken to restore or minimize effects on

traffic due to excessive delays and congestions. This can be due to:

• Accidents

• Unforeseen work-zone events

• Higher than anticipated traffic demand

• Delays in initiating lane restrictions

• Delay in removing lane restrictions

• Other unforeseen events.

The contractor contingency plan addresses activities under the contactor’s control in the work

zone.

Mobility Communication Plan

The Mobility Communication Plan provides communication strategies for informing affected road

users, the public and various project stakeholders about the project and changing work zone

conditions. Communication with the reginal agencies, local agencies, the freight industry and

public stakeholders about the project and changing work zone conditions are critical to the

success of traffic mobility on project area. For this project, media releases will be coordinated

and distributed by ODOT Region 1 staff. ODOT MCTD will be responsible for communications

with the freight industry. It is recommended that all other communications not described above

be disseminated by ODOT Region 1 staff. See Table 4 for the communications strategy for this

project.

Table 4. Communication Strategy

Responsible Party Communication Target

Contractor ODOT Region 1

ODOT Region 1 Staff Multnomah and Clackamas county

City of Portland and City of Oregon City

The Media

General Public / Road users

Local agencies

Police/ Fire

Emergency medical services

Schools

Other stakeholders not assigned to other parties

ODOT MCTD Freight industry

Aman

Text Box

Appendix

Aman

Line

Aman

Text Box

Appendix A

Aman

Text Box

Decision Tree Matrix

Aman

Line

Pri

nt

Form

Wo

rk Z

on

e D

eci

sio

n T

ree

Ev

alu

ate

Se

pa

rati

on

Op

po

rtu

nit

ies,

WZ

Co

nce

pts

, WZ

De

vic

es

OR9

9E R

ailr

oad

Tu

nn

el Il

lum

inat

ion

& IT

S an

d 1-

S D

enve

r Ave

nu

e Tu

nn

el Il

lum

inat

ion

Pro

ject

18

759

B34

557

Proj

ect N

ame

(Sec

tion)

Ke

y No

. Co

ntra

ct N

o.

OR9

9E T

un

nel

D

ana

M. B

eckw

ith

Tom

Ham

stra

Re

gio

n 1

High

way

Pr

ojec

t Lea

der/

Pro

ject

Man

ager

Ag

ency

Pro

ject

Man

ager

Re

gion

Ph

ase

: 1

-

D

Sco

pin

g

�

2 -

Pro

ject

Init

iati

on

to D

AP

0

3 -

DA

P to

Fin

al P

S&E

4-

□

Co

nst

ruct

ion

Co

ntra

ctor

Q)

Sta

tus

Op

po

rtun

itie

s to

Evalu

ate

VI

Po

ssib

le/

Via

ble

Im

pact

s Sta

keh

old

ers

& In

put

Reco

mm

enda

tion

(R) /

Dec

isio

n (D

) "-

Road

clo

sure

(ful

l clo

sure

, dire

ctio

nal c

losu

re)

1

-Ope

ratio

nal c

apac

ity o

f In

ters

ectio

nsan

d co

rrid

ors a

long

alte

rnat

ive

rout

esm

ay n

ot b

e su

ffici

ent t

o su

ppor

t an

-OD

OT

Mob

ility

incr

ease

in v

ehic

les

traff

ic.

-City

Of O

rego

n Ci

ty P

ublic

wor

ks

Full

or d

irect

iona

l clo

sure

s ar

e po

ssib

le

-Pav

emen

t con

ditio

ns a

nd-T

riMet

(R)I

t is

reco

mm

ende

d th

at a

full

clos

ure

for b

oth

proj

ect s

ites.

Alte

rnat

ive

cros

s-se

ctio

ns a

long

alte

rnat

ive

rout

es

-Ore

gon

Stat

e Po

lice

optio

n sh

ould

be

cons

ider

ed t

o2

may

not

be

suffi

cien

t to

supp

ort a

n -C

lack

amas

Cou

nty

faci

litat

e re

plac

emen

t of c

ente

r row

of

rout

es a

re p

rese

nt.

incr

ease

in h

eavy

veh

icle

s. -E

mer

genc

y re

spon

se te

amlig

hts w

ithin

the

OR9

9E R

ailro

ad-R

esid

ents

alo

ng th

e de

tour

and

-Ore

gon

Truc

k As

soci

atio

nTu

nnel

.al

tern

ativ

e ro

utes

will

exp

erie

nce

-Loc

al b

usin

esse

s an

d re

side

nts

incr

ease

s in

traff

ic v

olum

e-H

eavy

veh

icle

s can

be

deto

ured

alo

ngro

ute

outs

ide

of re

side

ntia

l are

as.

3

Cro

sso

ver/

on

-sit

e d

iver

sio

n

1

(R)C

ross

over

/on-

site

d di

vers

ion

is n

ot

-OD

OT

Mob

ility

Fe

asib

le a

t thi

s pro

ject

site

s.

2

Not P

ossi

ble.

-C

onst

rain

ed R

ight

-of-W

ay. N

o Pa

ralle

l -C

ity o

f Ore

gon

City

Pub

lic w

orks

faci

lity

for c

ross

over

/ on-

site

div

ersi

on.

3

Rig

id b

arri

er (c

oncr

ete,

stee

l, tem

pora

ry g

uard

rail)

1

(R)D

ue to

shor

t dur

atio

n an

d pr

esen

ceof

ade

quat

e tr

affic

con

trol

pla

n to

regu

late

traff

ic fl

ow, r

igid

bar

rier i

s not

Use

of ri

gid

barr

ier i

s pos

sibl

e.

reco

mm

ende

d.-In

crea

se in

pro

ject

cos

t-O

DO

T M

obili

ty-C

onst

ruct

ion

wor

k at

OR9

9E R

ailro

ad2

How

ever

, sho

rt d

urat

ion

of p

roje

ct

-Incr

ease

in s

ched

ule

-City

of O

rego

n Ci

ty P

ublic

wor

ksTu

nnel

will

take

3 to

4 m

onth

does

not

mak

e th

is a

via

ble

optio

n.

cons

ider

ing

the

curin

g pe

riod

of th

eco

ncre

te fo

unda

tion

for t

he V

MS

supp

ortin

g st

ruct

ure.

73

4-5

04

2 (

11

-7-2

01

6)

htt

ps:

//w

ww

.ore

go

n.g

ov/

OD

OT

/Co

nst

ruct

ion

/Pag

es/

Fo

rms.

asp

x of

https://www.oregon.gov/ODOT/Construction/Pages/Forms.aspx

3

Wo

rk a

t n

igh

t 1

-Red

uce

imp

act t

o T

raff

ic(R

)N

igh

t w

ork

is re

com

men

ded

to

-May

red

uce

saf

ety

du

e to

nig

ht

wo

rk, i

f -C

ity o

f O

rego

n C

ity P

ublic

wo

rks

red

uce

imp

act t

o t

raff

ic o

per

atio

ns

and

2

Nig

ht W

ork

is p

oss

ible

ap

pro

pri

ate

tem

po

rary

lig

hti

ng

is-L

oca

l Bu

sin

ess

and

resi

den

cefr

eig

ht m

ob

ility

du

rin

g t

he

day

.p

rovi

ded

-OD

OT

Mo

bili

ty-R

equ

ires

on

sit W

ork

zo

ne

Lig

hti

ng

-In

crea

se n

ois

e le

vels

for r

esid

ents

3

Sta

ge

d c

on

stru

ctio

n w

ith

te

mp

ora

ry w

ide

nin

g

1

An

y so

rt o

f wid

enin

g is

no

t p

oss

ible

at

this

sit

e d

ue

to w

idth

co

nst

rain

ts o

n th

e 2

tun

nel

ap

pro

ach

es. R

ailr

oad

tru

ck o

n

(R)T

emp

ora

ry w

iden

ing

is n

ot f

easi

ble

.w

est

sid

e an

d a

cliff

on

eas

t sid

e lim

its

the

wid

th o

f th

at ro

ad s

egm

ent

.

3

Sta

nd

ard

lan

e c

losu

res

wit

h c

ha

nn

eliz

ing

de

vice

s 1

-Min

imiz

es c

on

stru

ctio

n c

ost

-OD

OT

mo

bili

ty(R

)Rec

om

men

ded

at

OR9

9E R

ailr

oad

-Pro

vid

es s

uff

icie

nt

spac

e to

-Cit

y o

f Ore

go

n C

ity

Pub

lic w

ork

sTu

nn

el-d

ue

to th

e si

ze a

nd

du

rati

on

of

acco

mm

od

ate

hea

vy v

ehic

les

and

-Tri

Met

the

pro

ject

sit

e, t

his

op

tio

n al

low

s fo

r2

This

is a

via

ble

op

tio

n

pro

vid

es a

deq

uat

e w

ork

zo

ne

spac

e.-O

reg

on

Sta

te P

olic

esh

ort

sch

edu

les,

qu

ick

chan

ges

in-C

han

nel

izin

g d

evic

es a

nd

co

nst

ruct

ion

-C

lack

amas

Co

un

ty S

her

iffco

nst

ruct

ion

sta

gin

g, a

llow

s th

ear

ea c

an e

asily

be

rem

ove

d a

nd

-E

mer

gen

cy re

spo

nse

team

road

way

to b

e o

pen

ed b

ack

to fo

ur

imp

lem

ente

d t

o a

llow

fou

r lan

es o

f -O

reg

on

Tru

ck A

sso

ciat

ion

lan

e d

uri

ng

no

co

nst

ruct

ion

per

iod

s.tr

avel

du

rin

g n

on

e w

ork

per

iod

s.

3

Law

en

forc

em

en

t o

vert

ime

1

Poss

ible

bu

t no

t vi

able

-su

ch

(R)S

ite

con

dit

ion

s an

d n

atu

re o

f th

e2

con

stru

ctio

n a

ctiv

itie

s d

o n

or r

equ

ire

-In

crea

sed

co

nst

ruct

ion

co

stco

nst

ruct

ion

act

ivit

y d

o n

ot r

equ

ire

law

law

en

forc

emen

t. en

forc

emen

t to

faci

litat

e.

3

Sm

art

Wo

rk Z

on

e S

yste

m/W

ork

Zo

ne

ITS

1 2

Poss

ible

bu

t no

t a

viab

le o

pti

on

-I

ncr

ease

d c

on

stru

ctio

n c

ost

(R)

No

t rec

om

men

ded

du

e to

sh

ort

du

rati

on

s o

f co

nst

ruct

ion

tim

e.

3

Acc

ele

rate

d c

on

tra

ctin

g s

tra

teg

ies

1

Poss

ible

, bu

t n

ot

nec

essa

ry,

(R)A

ccel

erat

ed c

on

trac

tin

g is

no

t2

con

stru

ctio

n s

ched

ule

is n

ot

reco

mm

end

ed.

Sch

edu

le is

no

tco

nst

rain

ed.

con

stra

ined

.

3

Acc

ele

rate

d c

on

stru

ctio

n s

tra

teg

ies

1 2

73

4-5

04

2 (

11

-7-2

01

6)

htt

ps:

//w

ww

.ore

go

n.g

ov/

OD

OT/C

on

stru

ctio

n/P

ag

es/

Fo

rms.

asp

x o

f


3

Au

tom

ate

d F

lag

ger

Ass

ista

nce

Devic

es

(AFA

D)

1 2

Not V

iable

(R

)N

ot r

ecom

men

ded

. sin

gle

lane

will

not b

e use

d fo

r tw

o w

ay tr

affic

.

3

Tem

po

rary

Tra

nsv

ers

e R

um

ble

Str

ips

(TTR

S)

1 2

Not V

iable

(R

)N

ot r

ecom

men

ded

due

to s

hort

dura

tions

of c

onst

ruct

ion.

3

Rad

ar

spe

ed

tra

ilers

1

(R)R

ecom

men

ded

as

a co

unte

rA

Poss

ible

op

tion, i

f sp

eeds

thro

ugh

mea

sure

alo

ng O

R99E

Rai

lroad

Tunnel

.w

ork

zone

are

exce

ssiv

e an

d a

re n

ot

2

contr

olle

d th

rough m

eans.

-M

ay re

duce

sp

eed thro

ugh w

ork

zone

-OD

OT

Mob

ility

-Incr

ease

cost

-Cit

y of O

regon C

ity

3

Co

nst

ruct

ion

Sp

ee

d Z

on

e R

ed

uct

ion

s 1

(R)A

sp

eed z

one

reduct

ion is

not

reco

mm

ended

unle

ss s

pee

d is

found

to

Poss

ible

-O

DO

T M

ob

ility

be

a fa

ctor t

hro

ugh th

e w

ork

zone.

The

-May

reduce

sp

eed thro

ugh w

ork

zone

curr

ent s

pee

d li

mit

alo

ng th

is ro

ad is

30

-Cit

y of O

regon C

ity

MPH

.

3

Incr

ease

d la

tera

l bu

ffer

space

1

Not p

oss

ible

at O

R99E

Rai

lroad

Tunnel

. Tu

nnel

wid

th c

onst

rain

ts.

(R)If

poss

ible

, pro

vide

addit

ional

buff

ersp

ace.

This

is n

ot lik

ely

a so

luti

on d

ue

2

to h

eavy

veh

icle

off

-tra

ckin

g th

rough

the

tunnel

that

req

uires

addit

ional

spac

e to

avo

id im

pac

ting tunnel

wal

ls.

3

Pu

blic

info

rmati

on

cam

paig

ns

1

73

4-5

04

2 (

11

-7-2

01

6)

htt

ps:

//w

ww

.ore

go

n.g

ov/

OD

OT/C

on

stru

ctio

n/P

ag

es/

Fo

rms.

asp

x of


-O

DO

T M

ob

ility

an

d P

ub

lic r

ela

tio

ns

(R)

Re

com

me

nd

ed

to

fo

llow

sta

nd

ard

-In

cre

ase

s Pu

blic

aw

are

ne

ss-C

ity o

f O

reg

on

Cit

y P

ub

lic w

ork

sO

DO

T P

ub

lic in

form

ati

on

cam

paig

n-

Allo

ws

info

rme

d m

oto

rist

to

pla

n

-Cla

ckam

as

Co

un

tym

eth

od

s. Pr

ovi

din

g w

eb

bas

e

2

Poss

ible

an

d v

iab

le o

pti

on

. alt

ern

ati

ve r

ou

tes

or

avo

id r

ush

-ho

ur

info

rmati

on

at

pu

blic

me

eti

ng

s, s

pe

cial

red

uci

ng

co

ng

est

ion

.e

ven

ts, a

nd

no

tify

loca

l sta

keh

old

ers

.

3

Oth

er:

Acc

ele

rate

d C

on

stru

ctio

n S

tra

teg

ies

1

Poss

ible

, bu

t n

ot

ne

cess

ary,

R

)A

cce

lera

ted

co

nst

ruct

ion

is n

ot

2

con

stru

ctio

n s

che

du

le is

no

t re

com

me

nd

ed

. Sch

ed

ule

is n

ot

con

stra

ine

d.

con

stra

ine

d.

3

4

AD

D A

NO

TH

ER

ITE

M

I

734

-S04

2 (1

1-7

-201

6)

htt

ps:

//w

ww

.ore

go

n.g

ov/

OD

OT/

Co

nst

ruct

ion

/Pag

es/

Fo

rms.

asp

x o

f


Pri

nt

Form

Wo

rk Z

on

e D

eci

sio

n T

ree

Ev

alu

ate

Se

pa

rati

on

Op

po

rtu

nit

ies,

WZ

Co

nce

pts

, WZ

De

vic

es

OR9

9E R

ailr

oad

Tu

nn

el Il

lum

inat

ion

& IT

S an

d 1-

S D

enve

r A

ven

ue

Tun

nel

Illu

min

atio

n P

roje

ct

1876

0 B3

455

7

Proj

ect N

ame

(Sec

tion)

Ke

y No

. Co

ntra

ct N

o.

N D

enve

r Ave

Tu

nn

el

Dan

a Be

ckw

ith

To

m H

amst

ra

Reg

ion

1

High

way

Pr

ojec

t Lea

der/

Pro

ject

Man

ager

Ag

ency

Pro

ject

Man

ager

Re

gion

Ph

ase

: 1

-

D

Sco

pin

g

�

2 -

Pro

ject

Init

iati

on

to D

AP

0

3 -

DA

P to

Fin

al P

S&E

4-

□

Co

nst

ruct

ion

Co

ntra

ctor

Q)

Sta

tus

Op

po

rtun

itie

s to

Evalu

ate

VI

Po

ssib

le/

Via

ble

Im

pact

s Sta

keh

old

ers

& In

put

Reco

mm

enda

tion

(R) /

Dec

isio

n (D

) "-

Road

clo

sure

(ful

l clo

sure

, dire

ctio

nal c

losu

re)

1

-OD

OT

Mob

ility

-TriM

et(R

)Ful

l clo

sure

is re

com

men

ded

at N

-Ctr

an-D

etou

r rou

tes t

raffi

c to

adj

acen

t-O

rego

n St

ate

Polic

eD

enve

r Ave

Tun

nel t

hrou

ghou

t the

Full

clos

ure

of th

e N

Den

ver A

ve T

unne

l in

ters

ectio

n.

-Mul

tnom

ah C

ount

yac

tive

cons

truc

tion

perio

d. It

is a

lso

reco

mm

ende

d th

at a

full

clos

ure

2

is re

quire

d th

roug

h ou

t the

act

ive

-Adj

acen

t int

erse

ctio

n m

ay e

xper

ienc

e -C

ity o

f Por

tland

optio

n be

con

side

red

thro

ugh-

out t

heco

nstr

uctio

n pe

riod.

de

crea

se in

leve

l of o

pera

tions

dur

ing

-Por

tland

Pol

ice

Bure

auco

nstr

uctio

n pe

riod

activ

e or

pe

ak p

erio

ds.

-Em

erge

ncy

resp

onse

team

non-

activ

e, u

nles

s tem

pora

ry li

ghtin

g is

-Ore

gon

Truc

k A

ssoc

iatio

npr

ovid

ed w

ithin

the

tunn

el.

-Loc

al b

usin

esse

s an

d re

side

nts

3

Cro

sso

ver/

on

-sit

e d

iver

sio

n

1

(R)C

ross

over

/on-

site

d di

vers

ion

is n

ot

-OD

OT

Mob

ility

Fe

asib

le fo

r thi

s si

te.

2

Not

Pos

sibl

e.

-Con

stra

ined

Rig

ht-o

f-Way

. No

Para

llel

-Mul

tnom

ah C

ount

yfa

cilit

y fo

r cro

ssov

er/ o

n-si

te d

iver

sion

. -C

ity o

f Por

tland

3

Rig

id b

arri

er (c

oncr

ete,

stee

l, tem

pora

ry g

uard

rail)

1

Rigi

d ba

rrie

r is n

ot v

iabl

e du

e to

-O

DO

T M

obili

ty(R

)Not

reco

mm

ende

d du

e to

2

road

way

wid

th c

onst

rain

ts w

ithin

the

-Mul

tnom

ah C

ount

yco

nstr

aine

d RO

W w

ithin

tunn

el.

tunn

el.

-City

of P

ortla

nd

3

Wo

rk a

t n

igh

t 1

73

4-5

04

2 (

11

-7-2

01

6)

htt

ps:

//w

ww

.ore

go

n.g

ov/

OD

OT

/Co

nst

ruct

ion

/Pag

es/

Fo

rms.

asp

x of


(R)

Nig

ht

wo

rk is

reco

mm

end

ed d

ue

toO

DO

T M

ob

ility

th

e le

sser

imp

act

it im

po

ses

to T

raff

ic

Nig

ht W

ork

is p

oss

ible

an

d a

via

ble

-R

edu

ce im

pac

t to

tra

ffic

op

erat

ion

s-M

ult

no

mah

Co

un

tyo

per

atio

ns

com

par

ed t

o d

ay ti

me

2

op

tio

n a

t th

is s

ite.

-R

equ

ires

on

sit

Wo

rk z

on

e Li

gh

tin

g-C

ity

of P

ort

lan

dco

nst

ruct

ion

wo

rk.

-May

red

uce

saf

ety

du

e to

nig

ht

wo

rk-L

oca

l Bu

sin

ess

and

resi

den

ce

3

Sta

ge

d c

on

stru

ctio

n w

ith

te

mp

ora

ry w

ide

nin

g

1

(R)T

emp

ora

ry w

iden

ing

is n

ot

a

No

t Fe

asib

le. T

he

free

way

an

d F

reew

ay

feas

ible

op

tio

n a

t th

is s

ite.

Du

rin

g

2

entr

ance

ram

p li

mit

s th

e w

idth

of t

he

acti

ve c

on

stru

ctio

n p

erio

ds,

th

e Tu

nn

el

tun

nel

an

d it

s ap

pro

ach

. is

an

tici

pat

ed t

o b

e cl

ose

d a

nd

th

een

tire

wid

th o

f th

e tu

nn

el c

an b

eu

tiliz

ed fo

r co

nst

ruct

ion

act

ivit

ies.

3

Sta

nd

ard

lan

e c

losu

res

wit

h c

ha

nn

eliz

ing

de

vic

es

1

(R)

No

t Re

com

men

ded

at t

his

loca

tio

n

2

No

t po

ssib

le a

t th

is s

ite

du

e to

d

ue

to t

he

geo

met

ry o

f th

e ro

ad.

ND

enve

r A

ve N

ort

hb

ou

nd

Tu

nn

el is

aco

nst

rain

ed w

idth

of t

un

nel

si

ng

le la

ne

on

e w

ay r

oad

/ram

p.

3

Law

en

forc

em

en

t o

vert

ime

1

No

t Via

ble

-su

ch c

on

stru

ctio

n

(R)S

ite

con

dit

ion

s an

d n

atu

re o

f th

e2

acti

viti

es d

o n

or r

equ

ire

law

-

Incr

ease

d c

on

stru

ctio

n c

ost

con

stru

ctio

n a

ctiv

ity

do

no

t req

uir

e la

wen

forc

emen

t. en

forc

emen

t to

faci

litat

e.

3

Sm

art

Wo

rk Z

on

e S

yste

m/W

ork

Zo

ne

ITS

1 2

No

t a

Via

ble

op

tio

n

-Incr

ease

d c

on

stru

ctio

n c

ost

(R)

No

t rec

om

men

ded

at t

his

pro

ject

site

, du

e to

sh

ort

du

rati

on

of

con

stru

ctio

n t

ime.

3

Acc

ele

rate

d c

on

tra

ctin

g s

tra

teg

ies

1

Poss

ible

, bu

t n

ot

nec

essa

ry,

(R)A

ccel

erat

ed c

on

trac

tin

g is

no

t2

con

stru

ctio

n s

ched

ule

is n

ot

reco

mm

end

ed.

Sch

edu

le is

no

tco

nst

rain

ed.

con

stra

ined

.

3

Acc

ele

rate

d c

on

stru

ctio

n s

tra

teg

ies

1 2

See

"Oth

ers"

Sec

tio

n fo

r C

om

men

ts

3

Au

tom

ate

d F

lag

ge

r A

ssis

tan

ce D

evi

ces

(AF

AD

) 1

73

4-5

04

2 (

11

-7-2

01

6)

htt

p:/

/www.o

reg

on

.go

v/O

DO

T/H

WY/C

ON

STR

UC

TIO

N/P

ag

es/

Hwy

Co

nst

Fo

rms1

.asp

x o

f


(R)

No

t rec

om

men

ded

. sin

gle

lan

e w

ill

No

t Via

ble

an

d n

ot n

eces

sary

. Fu

ll n

ot b

e u

sed

to

for

two

way

traff

ic o

n 2

eith

er s

ite.

Th

e tu

nn

el a

nd

the

tun

nel

clo

sure

is b

ein

g r

eco

mm

end

ed

app

roac

h w

ill c

om

ple

tely

be

clo

sed

d

uri

ng

act

ive

con

stru

ctio

n p

erio

d.

3

Te

mp

ora

ry T

ran

sve

rse

Ru

mb

le S

trip

s (TT

RS

) 1 2

No

t Via

ble

(R

)N

ot r

eco

mm

end

ed d

ue

to s

ho

rtd

ura

tio

n o

f co

nst

ruct

ion

.

3

Ra

da

r sp

ee

d t

raile

rs

1

(R)

No

t rec

om

men

ded

alo

ng

N D

enve

rA

ve N

ort

hb

ou

nd

tu

nn

el s

ince

the

tun

nel

will

co

mp

lete

ly b

e cl

ose

d d

uri

ng

-OD

OT

Mo

bili

ty

con

stru

ctio

n.

The

po

sted

sp

eed

lim

its

2

Poss

ible

bu

t no

t Via

ble

. -I

ncr

ease

co

st-C

ity

of

Port

lan

dal

on

g th

e al

tern

ativ

e ro

ute

s sh

ou

ld b

e

-Mu

tno

mah

Co

un

ty

eno

ug

h t

o re

gu

late

veh

icle

sp

eed

.

3

Co

nst

ruct

ion

Sp

ee

d Z

on

e R

ed

uct

ion

s 1

(R)C

on

stru

ctio

n S

pee

d Z

on

e Re

du

ctio

nN

ot

a vi

able

op

tio

n. N

Den

ver

Ave

is

no

t Re

com

men

ded

sin

ce N

Den

ver

2

No

rth

bo

un

d t

un

nel

will

be

clo

sed

A

ve N

ort

hb

ou

nd

Tu

nn

el w

illd

uri

ng

co

nst

ruct

ion

. co

mp

lete

ly b

e cl

ose

d d

uri

ng

co

nst

ruct

ion

.

3

Incr

ea

sed

late

ral b

uff

er

spa

ce

1

No

t Fe

asib

le.

(R)

For

N D

enve

r A

ve N

ort

hb

ou

nd

tu

nn

el, t

he

com

ple

te la

tera

l wid

th is

2

avai

lab

le fo

r co

nst

ruct

ion

act

ivit

ies

sin

ce th

e tu

nn

el w

ill c

om

ple

tely

be

clo

sed

du

rin

g c

on

stru

ctio

n.

3

Pu

blic

info

rmat

ion

ca

mp

aig

ns

1

73

4-5

04

2 (

11

-7-2

01

6)

htt

ps:

//w

ww

.ore

go

n.g

ov/

OD

OT/C

on

stru

ctio

n/P

ag

es/

Fo

rms.

asp

x o

f


(R)Reco

mm

end

ed

to follo

w s

tand

ard

-In

crease

s Pu

blic

aw

are

ness

-O

DO

T M

ob

ility

and

Pub

lic rela

tions

OD

OT P

ub

lic in

form

ation c

am

paig

n

2

Poss

ible

and

a v

iab

le o

ption.

-A

llow

s in

form

ed

moto

rist

to p

lan

-Cit

y of

Port

land

meth

od

s. Pr

ovi

din

g w

eb

base

alt

ern

ati

ve route

s or avo

id r

ush

-hour

-Mutn

om

ah C

ounty

info

rmation, a

ttend

pub

lic m

eetings

red

uci

ng

congest

ion.

and

sp

eci

al e

vents

; and n

otify

loca

lst

ake

hold

ers

.

3

Oth

er:

Acc

ele

rate

d C

on

stru

ctio

n S

tra

teg

ies

1

Poss

ible

, but not nece

ssary

, R)A

ccele

rate

d c

onst

ruct

ion is

not

2

const

ruct

ion s

ched

ule

is n

ot

reco

mm

end

ed

. sc

hed

ule

is n

ot

const

rain

ed

. co

nst

rain

ed

.

3

4

AD

D A

NO

TH

ER IT

EM

I

734

-S04

2 (1

1-7

-201

6)

htt

ps:

//w

ww

.ore

go

n.g

ov/

OD

OT/

Co

nst

ruct

ion

/Pag

es/

Fo

rms.

asp

x of


Aman

Text Box

Appendix B

Aman

Text Box

Traffic Control Plans

Aman

Line

TZ_GTE_18759_tc01.dgn :: Default 2/12/2018 3:22:53 PM Rick Full Size 1=1 Scale: Rotation: 0°

Review:

D. BeckwithChecker:Drafter:

Designer:

SHEET NO.

M. Leal M. Leal

GTEng CAD

503.719.7997

Portland, OR 97204

Suite 320

227 SW Pine Street

PACIFIC HIGHWAY & PACIFIC HIGHWAY EAST

TUNNELS& OR99E: RR

I-5: N DENVER AVE

CLACKAMAS & MULTNOMAH COUNTIES

EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

INFO

RMATIO

N ON

LY

PLA

NS

DESI

GN A

CCEP

TANC

E

5

PACIFIC

HW

Y.

NO. 1

PACIFIC

BLVD.

ST.

ST.

ST.

ST.ST.

PL.

SCHOFIELD

KILPATRICK

McCLELLAN

AVE.

AVE.

AVE.

AVE.

AVE.

AVE.

ST.

DEN

VER

AVE.

AVE.

AVE.

TYN

DALL

WIL

BUR AR

GYLE

WY.

EXPO

CT.

MARINE

VANCOUVER

MARTIN

UNION

CT.

ALBIN

A

BO

RTH

WIC

K

KERBY

HUNT ST.

AVE.

AVE.

AVE.

WHITA

KER

RD.

RD.

SCHMEER

INTER. PL.

HAYDEN

DR.

KERBYAVE.VICTORY

BL.

MEA

DO

W

DEN

VER

ARGYLE ST.

JEFFREY

LN.

BLVD.

Levee

Levee

99E

AV

E.

See dwg. 00000ACCOMPANIED BY DWGS.:

TRS

HWY: 000

DFI/TSSU NO.

00000

0000

M.P.: X.X

Type III barricade

Temporary sign on TSS

LEGEND

DETOUR PLAN

Work Zone

X Sign No. (X)

1

10

4

8

3

2

6

5

9

7

Detour Route

6"C

6"C

6"C

DETOUR

Type "W1"

48"x30"

OR22-18

M4-8 24"x12"

M3-1 24"x12" Type "B"

M1-1 24"x24" Type "F"

M6-1L 21"x15" Type "B"

2

1

Type "04"

60"x36"

6"C

advance of closure

Install two weeks in

Type "04"

72"x12"

DETOUR M4-8 24"x12"

M3-1 24"x12" Type "B"

M1-1 24"x24" Type "F"

M6-2R 21"x15" Type "B"

3

8

48"x48"

W2-2

Type "04"

48"x48"

W20-3 (Mod.)

7

DETOUR M4-8 24"x12"

M3-1 24"x12" Type "B"

M1-1 24"x24" Type "F"

M5-1R 21"x15" Type "C"

4

DETOUR M4-8 24"x12"

M3-1 24"x12" Type "B"

M1-1 24"x24" Type "F"

5

M6-1R 21"x15" Type "B"

DETOUR M4-8 24"x12"

M3-1 24"x12" Type "B"

M1-1 24"x24" Type "F"

M5-1L 21"x15" Type "C"

6

9

30"x24"

CG20-5

10

2-8B(III)C

500'|

500'|

500'|

EA01

NORTHBOUND N DENVER AVE TUNNEL DETOUR

N.T.S.

5

ORTHN

CLOSED

RAMP

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

DETOUR

END

5

ORTHN

AHEAD

DETOUR

AHEAD

CLOSED

RAMP

5

ORTHN

5

ORTHN

5

ORTHN

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

R.R.

OREGONST.

ST.

ST.

ST.

ST.

ST.

ST.

ST.

9TH

8TH

7TH

7TH

6TH

4TH

MAI

N

HIG

H

ST.

CLINTON ST.

STEV

ENS

RD.

CEN

TER

ST.

S. 2ND

2ND

3RD

ST.ST.

ST.

JEFF

ERSO

N

JOHN

ADAM

S

WAS

HIN

GTO

N

MARSH

ALL

ST.

ST.

5TH

SINGER

HILL

ST.

McLOUGHLIN

McL

OUGHLIN

BLVD.

AVE.

SUNSE

T

RAILR

OAD

AVE.

SUNSET

AVE.

(PVT.)

(PVT.)

17TH

16TH

15TH

14TH

13TH

12TH

11TH

10TH

10TH

ABERNATHY

ST.

6TH

1ST

S. 1ST

ST.

PARK

RD.

BOARD

WATER

ST.

16TH

ST.


Review:


Designer:

SHEET NO.

M. Leal M. Leal

GTEng CAD

503.719.7997

Portland, OR 97204

Suite 320

227 SW Pine Street


TUNNELS& OR99E: RR

I-5: N DENVER AVE


EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

INFO

RMATIO

N ON

LY

PLA

NS

DESI

GN A

CCEP

TANC

E


TRS

HWY: 000

DFI/TSSU NO.

00000

0000

M.P.: X.X

DETOUR PLAN

Type "W1"

48"x30"

R11-2

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

DETOUR

END

CLOSED

ROAD

2

1

DETOUR M4-8 24"x12"

3

9

10

AHEAD

DETOUR

48"x48"

W2-2

8

DETOUR M4-8 24"x12"

4

5

6

7

11

30"x24"

CG20-5

12

15

14

13

SOUTH M3-3 24"x12"

M1-4 30"x24"

SOUTH M3-3 24"x12"

DETOUR M4-8 24"x12"

SOUTH M3-3 24"x12"

DETOUR M4-8 24"x12"

SOUTH M3-3 24"x12"

M5-1L 21"x15"

M6-1L 21"x15"

M6-3 21"x15"

M5-1R 21"x15"

DETOUR M4-8 24"x12"

SOUTH M3-3 24"x12"

48"x48"

W20-3

AHEAD

CLOSED

ROAD

M5-1R 21"x15"

DETOUR M4-8 24"x12"

ORTHN

M6-1R 21"x15"

M3-1 24"x12"

M5-1L 21"x15"

DETOUR M4-8 24"x12"

ORTHN M3-1 24"x12"

M6-1L 21"x15"

DETOUR M4-8 24"x12"

ORTHN M3-1 24"x12"

M6-3 21"x15"

DETOUR M4-8 24"x12"

M3-1 24"x12" ORTHN

LOCAL TRAFFIC ONLY

ROAD CLOSED

AHEAD

16

DETOUR

60"x30"

R11-3a

48"x18"

M4-10L

Type III barricade


LEGEND

Work Zone

X Sign No. (X)

500'|

500'|

500'|

500'|

1

2

3

4

2

9

10

14

15

1-8B(III)R

11

5

EA02

N.T.S.

STAGE III

3-8B(III)C

17

DETOUR48"x18"

M4-10R

4300 ft

CLOSED

ROAD

48"x48"

W120-3

GENERAL NOTES:

13

4

18

7

8

15

13

7

14

3-8B(III)C

6

17

5TH

18

DETOUR M4-8 24"x12"

M3-3 24"x12"

M6-1R 21"x15"

ORTHN

10

500'|

500'|

8

7

10

13

7

12

14

5

6

to remain open during Stage 3 Construction.

2. Pedestrian route along OR99E at Railroad Tunnel

sized vehicle detour.

Railroad Tunnel. See EA03 for heavy and over

1. To be used for nighttime closure of OR99E

Detour Route NB

Detour Route SB

LOCAL (OTHER THAN TRUCK TRAFFIC) DETOUR PLAN

FULL TUNNEL CLOSURE

99E

M1-4 30"x24" 99E

M1-4 30"x24" 99E

M1-4 30"x24" 99EM1-4 30"x24" 99E M1-4 30"x24" 99E

M1-4 30"x24" 99E

M1-4 30"x24" 99E

M1-4 30"x24" 99E

M1-4 30"x24" 99E

intersection per TM483.lane at OR99E/2nd Avenue Close westbound right turn

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

EAST

551

PACIFIC

HW

Y.

EAST

FAI 205

NO. 64

PORTLAND

EAST

PORTLANDEASTNO. 64

EAST

NO. 1E

HW

Y.

OSWEGO

HWY.

NO. 3

PACIFIC

HWY.

EAST

HWY.

PACIFIC

EAST

HWY.

FWY.

FWY.

EAST

PORTLAND

NO. 64

HW

Y.

FWY.

NO. 3

NO. 1E (8

1)

NO.1E

NO. 1E

EAST

EAST

PO

RTL

AN

D

NO. 64

FREEWAY

PORTLANDEAST

PACIFIC

HW

Y.

NO. 1

PACIFIC

HW

Y.

EAST

NO. 160

HW

Y.

NO. 3

PACIFIC

PACIFIC

R.R.

VICINITY

OREGON CITY

VICINITY

CANBY

VICINITY

LAKE OSWEGO

EAST

FW

Y.

HW

Y.

EAST

CASC

ADE

HW

Y.

SO

UTH

NO. 160

HUBBAR

DH

WY.

HW

Y.

PACIFIC

PACIFIC

HW

Y.HWY.

EAST

NO. 1E

NO. 1E

UNION

UNIO

N

HW

Y.

SO

UTH

NO. 160

NO. 64

PO

RTL

AN

D

CASC

ADE

PACIFIC

NO. 1

HW

Y.

NO. 1E

HWY.

EAST

SO

UTH

HW

Y.

CASC

ADE

99E

213

99E

43

NHS

NHS

NHS

NHS

NHS

NHS

NHS

NHS

NHS

NHS

5

5

205

205

PACIFIC

NO. 1E (81)

HWY.

PACIFIC

HW

Y.

BEAVERTO

N -

TU

ALA

TIN

WES

TERN

RR.

SHER

WO

OD

GR

AH

AMS

DAY RD.

TONQ

UIN

RD.

OREGON

SHER

WO

OD

ST.

BLV

D.

WILSONVILLERD.

MUR

DO

CK

RD.

MEINECKE

RD.

TUALATIN

RD.

HERMAN

RD.

SHERWOOD

RD.NYBERG

ST.

RD.

AVE.

SAGERT

RD.ST.

SAGERT

65TH

TETO

NAVE.

BO

ONES

FERRY

AVERY ST.

105TH

AVE.

BLAKEST.

108TH

AVE.

RD.

FERR

Y

RD.

RD.

ST.

TUALATIN- SHERWOOD RD.

MAPLE LANE

SHERWOOD

SHERWOOD

STELLAOLSONPARK

CITY PARK

J. CLYDE

ST. PAULCEMETERY

CEMETERY

PARK

PARK

PARK

PARK

PARK

COLUMBIA PARK DAKOTA

HILLS

PARK

SHANIKO

HI WEST

LAFKY

INDIANMEADOWS

PARK

SAARINENWAYSIDE

CENTER

SENIOR/COMM.

ELEM.

CHIEFTAIN

SUBSTATION

FIRE

STATION

SEWAGEDISPOSAL MIDDLE

BYROM

EDWARD

HIGH

SCHOOL

TUALATIN

SCHOOL

HOPKINS SCHOOL

SCHOOL

HIGH SCHOOL

ARCHERGLENELEM.

SCHOOL

HWY.

WES

T

NO. 1W

NO. 1

EAST

FWY.NO.

64

PACIFIC

HW

Y.

PORTLAND

COMMUNITYCENTER

CITY

PARK

FIRESTA.

PARK

TU

ALA

TIN

Onion

Flat

ELSNERPARK

SCHAMBURGBRIDGE

WINONACEMETERY

TUALATIN

COUNTRY CLUB

COOK

PARK

AVALONPARK

ROAMERSREST PARK

DURHAM

CITY

BEAVERTO

N-

Beef

Bend

SCHOOL

STONERIDGE PARK

PARK

SAUM

CREE

K

&

PACIFIC

ELEM.

SCHOOL

MIDDLE

HAZELBROOK

HW

Y.

TU

ALA

TIN

BEAVERTO

N-

NO. 141

FIRESTA.

MERIDIANCEMETERY

SUBSTATION

HW

Y.

99W

205

NHS

NHS

NHS

NHS

NHS

NHS

ROY

TUAL

ATIN-

HW

Y.

NO. 1

ARNDT RD.

HW

Y.

NO. 51

EHLEN RD.

RD.

BENTS

RD.

AIR

PO

RT

RD.

BUTT

EVILLE

RD.

SC

HULTZ

RD.

R.R.

VICINITY

AURORA

BUTTEVILLECEMETERY

WILSO

NVILLE-

PACIFIC

HW

Y.

NO. 1

DONALDRD.

HUBBARD

HW

Y.

EAST

STA.GAGING

NO. 1E (81)

FIRESTA.

NHS

NHS

5

HWY.

FWY.

PORTLAND


Review:


Designer:

SHEET NO.

M. Leal M. Leal

GTEng CAD

503.719.7997

Portland, OR 97204

Suite 320

227 SW Pine Street


TUNNELS& OR99E: RR

I-5: N DENVER AVE


EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

INFO

RMATIO

N ON

LY

PLA

NS

DESI

GN A

CCEP

TANC

E


TRS

HWY: 000

DFI/TSSU NO.

00000

0000

M.P.: X.X

DETOUR PLAN

LEGEND

Detour Route

EA03

N.T.S.

STAGE III

GENERAL NOTES:

Railroad Tunnel. See EA02 for local detour.

1. To be used for nighttime closure of OR99E

Work Zone

Work Zone

HEAVY AND OVER SIZED VEHICLE DETOUR PLAN

FULL TUNNEL CLOSURE

ADDED AFTER DAP.SIGNING TO BE

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT


Review:


Designer:

SHEET NO.

M. Leal M. Leal

GTEng CAD

503.719.7997

Portland, OR 97204

Suite 320

227 SW Pine Street


TUNNELS& OR99E: RR

I-5: N DENVER AVE


EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

INFO

RMATIO

N ON

LY

PLA

NS

DESI

GN A

CCEP

TANC

E


TRS

HWY: 000

DFI/TSSU NO.

00000

0000

M.P.: X.X

Type III barricade


LEGEND

TRAFFIC CONTROL PLAN

Temporary sign on temporary sign support

Temporary plastic drums on 20' max. spacing

Temporaray 28" tubular markers on 20' max. spacing

150' Taper

150' Taper100'± 100'± 100'±

Taper

Shoulder50

'

100'±

180' Taper

ROAD WORK

END

48"x24"

G20-2

AHEAD

WORK

ROAD

48"x48"

W20-1

AHEAD

CLOSED

LEFT LANE

48"x48"

W20-5

48"x48"

W4-2

AHEAD

WORK

ROAD

48"x48"

W20-1

48"x48"

W20-5

48"x48"

W4-2

8'B(III)L

Sequential Arrow Sign

48"x24"

G20-2

ROAD WORK

END

8'B(III)R

(Mount on TSS)

48"x48"

W1-4

100'±

100'±100'±

AHEAD

CLOSED

RIGHT LANE

(Mount on TSS)

48"x48"

W1-4

8'B(III)R

MAIN ST.

RAILROAD AVE.

Under Construction

Under Traffic

EB01

ACCESSIBLE PEDESTRIAN ROUTE AND STAGING PLAN

A

A

15' Min.

15' Min.

Accessible pedestrian route

Sequential arrow sign

Te

mporary T

ubular M

arker

Te

mporary T

ubular M

arker

Work Zone

Tunnel

Wall

Tunnel

Wall

SECTION A - ANot To Scale

GENERAL NOTES:

pedestrian tunnel during active work times.

2. Contractor to provide guidance through

1. Night work traffic control configuration.

100'

Pedestrian Route

Existing Accessible

Travel Lane SB

15' Min.

Travel Lane NB

15' Min.

(MC

LO

UG

HLIN B

LV

D)

OR99

E

Arrow Sign

Sequential

(NIGHT WORK ONLY)

STAGE I

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT


Review:


Designer:

SHEET NO.

M. Leal M. Leal

GTEng CAD

503.719.7997

Portland, OR 97204

Suite 320

227 SW Pine Street


TUNNELS& OR99E: RR

I-5: N DENVER AVE


EXPIRES:

OREGON

OE

E

R

ERIG

TS

EDG

EN

RPNI

53,044 LANR

EFE ISS

O

DEC. 31, 2019

DA

NA M. BECK

W

ITH

JA

NU

ARY 15, 2

0

02

INFO

RMATIO

N ON

LY

PLA

NS

DESI

GN A

CCEP

TANC

E


TRS

HWY: 000

DFI/TSSU NO.

00000

0000

M.P.: X.X

TRAFFIC CONTROL PLAN

180' Taper100'± 100'± 100'±

150' Taper

48"x24"

G20-2

AHEAD

WORK

ROAD

48"x48"

W20-1 48"x48"

W20-5

48"x48"

W4-2

AHEAD

WORK

ROAD

48"x48"

W20-148"x48"

W20-5

48"x48"

W4-2

8'B(III)R

48"x24"

G20-2

ROAD WORK

END

8'B(III)L

Sequential Arrow Sign

100'±

100'±100'±

AHEAD

CLOSED

LEFT LANE

(Mount on TSS)

48"x48"

W1-4

8'B(III)L

AHEAD

CLOSED

RIGHT LANE

ROAD WORK

END

50'± Arrow Sign

Sequential

100' 150' Taper

Buffer100'

(Mount on TSS)

48"x48"

W1-4

150'

EB02

Te

mporary T

ubular M

arker

Te

mporary T

ubular M

arker

Work Zone

Tunnel

Wall

Tunnel

Wall

SECTION A - ANot To Scale

ACCESSIBLE PEDESTRIAN ROUTE AND STAGING PLAN

Type III barricade


LEGEND

Temporary sign on temporary sign support

Temporary plastic drums on 20' max. spacing

Temporaray 28" tubular markers on 20' max. spacing

Under Construction

Under Traffic

Accessible pedestrian route

Sequential arrow sign

GENERAL NOTES:

A

A

15' Min.

15' Min.

(Mount on TSS)

24"x24"

R3-2

to remain open during Stage 3 Construction

2. Pedestrian route along OR99E at Railroad Tunnel

1. Night work traffic control configuration.

Travel Lane SB

15' Min.

Travel Lane NB

15' Min.

30'

(MCLOUGHLIN BLVD)

OR99E

MAIN ST.

RAILROAD AVE.

150' Taper

(NIGHT WORK ONLY)

STAGE II

FO

TN

E

MTRAPED N

OG

ER

O

NOI

TATROPS

NA

RT

Documents

Traffic Management Plan For K18759: OR99E Railroad Tunnel ... Document...The main purposes of this project are to upgrade the illumination system at the I-5: N Denver Avenue tunnel