ATT B Specifications and Special Provisions~4.docx

ATTACHMENT B

SPECIFICATIONS AND SPECIAL PROVISIONS

OR238: Jacksonville Hwy. @Shafer LN.

Pedestrian Improvement Project

Jacksonville Highway Jackson County

SCOPE OF WORK

The work to be done under this contract consists of supplying the materials, equipment and labor to perform the following tasks as described in the contract plans and specifications:

· A Certified Electrician is required for this project.

· Installation and maintenance of a Temporary Pedestrian Route during the work.

· New wood post and signs for the modified pedestrian crossing.

· New pedestrian button poles for flashing beacon

· Install two new poles per plans

It is the contractor’s responsibility to determine utility or facility conflicts and contact and coordinate with the appropriate utility company or government agency. All utility involvement shall be considered incidental to the project and no separate payment will be made.

Project Manager Adam O. Stallsworth Oregon Department of Transportation Region 3 District 8 100 Antelope Road White City, Oregon.

541-774-6328 OFC 541-774-6349 FAX

ESTIMATED QUANTITIES: All quantities are estimated and are for bidding purposes only. The Oregon Department of Transportation (ODOT) reserves the right to adjust quantities; add or delete items of work as needed.

Temporary Work Zone Traffic Control:

All traffic control devices and measures shall comply with the 2009 Manual on Uniform Traffic Control Devices (http://mutcd.fhwa.dot.gov/) and ODOT Standard Drawings (http://www.oregon.gov/ODOT/HWY/ENGSERVICES/standard_drawings_home.shtml).

SPECIAL PROVISIONS

CONTROL OF WORK

The Contractor shall have a responsible person on the job at all times while work is in progress, capable and with the authority to make job site decisions as an official contractor’s representative.

Pre-construction Conference The Contractor must meet with the Engineer at a time mutually agreed upon before any work is performed, unless otherwise approved by the Engineer in writing.

Contract Time

Complete all work to be done under this contract no later than November 29, 2024.

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.

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

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

00221.06 Traffic Control Plan ‑ Replace this subsection with the following subsection:

00221.06 Traffic Control Plan and Tourist-Oriented Directional and Business Logo Signs –

(a) Traffic Control Plan - Submit one of the following, 5 Calendar Days before the preconstruction conference:

(1) Agency Traffic Control Plan ‑ If the Contractor intends to use the Agency TCP without modification, a written notification indicating that the Agency TCP will be used without modification.

(2) Contractor-Modified Traffic Control Plan ‑ The Contractor may request to use a Contractor-modified Agency TCP, or a TCP developed by the Contractor. Do not use a modified TCP, or a TCP developed by the Contractor, unless approved by the Engineer. Use the Agency TCP unless a modified TCP, or a TCP developed by the Contractor is accepted.

The Engineer is not obligated to consider any modified Agency TCP or a TCP developed by the Contractor. The Agency will not be liable to the Contractor for failure to accept or act upon any request for a modified Agency TCP or a TCP developed by the Contractor.

To conserve time and funds, the Contractor may first submit a written request for a preliminary review by the Engineer. The request should contain a description of the proposal together with a rough estimate of anticipated dollar and time impacts. The Engineer will, within a reasonable time, respond to the Contractor in writing whether or not the request would be considered by the Agency.

If requesting a Contractor-modified Agency TCP, or a TCP developed by the Contractor, at a minimum the request shall meet all requirements of the Contract documents and comply with the Project transportation management plan (TMP). Provide the following information:

Stamped Working Drawings according to 00150.35 that include the proposed TCP showing all TCM and quantities of TCD.

A TPAR plan that includes:

· Details and features used to provide pedestrian accessibility.

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

· 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 Contractor’s request to use a Contractor-modified Agency TCP, or a TCP developed by the Contractor is approved in whole or in part, acceptance will be made by a Change Order.

The Engineer will establish prices that represent a fair measure of the value of Work to be added, changed, or deleted as a result of any accepted modifications to the Agency TCP or an accepted TCP developed by the Contractor.

Once a TCP has been accepted by the Engineer, any additional modifications must be submitted by the Contractor for Agency review following the procedure described above. The Engineer is not obligated to consider additional modifications to a previously approved TCP.

(b) Tourist-Oriented Directional and Business Logo Signs ‑ Submit one of the following for approval, at least 5 Calendar Days before the preconstruction conference:

(1) No Signs ‑ If there are no tourist-oriented directional (TOD) or business logo signs on the Project, a written notification that no TOD or business logo signs exist within the Project limits or

(2) Signs ‑ Submit one copy of a sketch map of the Project showing all existing TOD and business logo signs and a written narrative describing how these signs will be kept in service and protected throughout all the construction stages. If modifications are necessary, submit updated information to the Engineer for approval at least 21 Calendar Days before the change is needed.

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

Comply with Section 00222 of the Standard Specifications.

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.

SECTION 00290 - ENVIRONMENTAL PROTECTION

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

00290.20(c)(2) Clean Fill - Add the following paragraph to the end of this subsection:

Manage all excavated soil that does not meet the definition of clean fill according to Section 00294.

Add the following subsection:

00290.30(a)(7) Water Quality:

Do not discharge water contaminated by pollutants including sediment, drilling fluids and waste, concrete, grout, or water contained within a work area isolation, into any waters of the State or U.S. or conveyances draining thereto until it has been treated using Materials such as those listed in 00280.15 or 00280.16 or by pumping to a vegetated upland location. Do not allow Project discharges to increase the concentration of any pollutant in the receiving water to a level that exceeds the limits prescribed by OAR 340‑041.

Do not use permanent stormwater quality treatment facilities to treat construction runoff unless prescribed by an ESCP approved under Section 00280.

If construction discharge water is released using an outfall or diffuser port, do not exceed velocities more than 4 feet per second, and do not exceed an aperture size of 1 inch.

Implement containment measures adequate to prevent pollutants from entering waters of the State or U.S. Such pollutants include but are not limited to construction and demolition materials, waste spoils, fuel or petroleum products, detergents, silt, welding slag and grindings, concrete sawcutting by-products and sandblasting abrasives.

Monitor weather and streamflow forecasts and conditions to anticipate high flows that may unintentionally inundate any portion of the Project Site.

If high flow conditions occur or are anticipated to occur that may unintentionally inundate any portion of the Project Site, remove all potentially affected Equipment, Materials, and debris from the potential inundation area. Cease Work in the area until water recedes and the risk of further high water events passes. The Engineer retains the authority to temporarily halt or modify the Work in case of excessive turbidity or damage to natural resources.

If Work in or around waters of the State or U.S.violate permit conditions or any requirement of this subsection, stop such Work and notify the Engineer.

00290.51 Protection of Sensitive Cultural Sites - Add the following to the end of this subsection:

The Region Environmental Coordinator for this Project is Julie Worsley (541) 957-3592.

The Agency Archaeology Representative for this Project is Jessie Plueard (541) 315-1713.

All contact with the Agency Archaeology Representative and the Region Environmental Coordinator shall be through the Engineer.

Archaeological Monitors are required to be on-site during all ground‑disturbing activities for this Project, unless otherwise notified. Notify the Engineer 10 Calendar Days before beginning ground-disturbing activities, or 14 Calendar Days if ground-disturbing activities are anticipated to occur simultaneously in more than two locations.

SECTION 00294 - CONTAMINATED MEDIA

Section 00294, which is not a Standard Specification, is included in this Project by Special Provision.

Description

00294.00 Scope - In addition to the requirements of Section 00290 and the Specifications, this Work consists of the following:

· Excavate, segregate, stockpile, transport, and dispose of Contaminated Soils and contaminated grubbing materials, as defined by 00294.01, from the following locations:

Contaminated Soil Location Table 00294-1

· In areas where excavation is not required, leave contaminated Material , Shoulder Soils, and clearing and grubbing Material in place.

· Pump, test, treat, and dispose of contaminated groundwater if encountered from the following locations in Table 00294-2:

Table 00294-2

· Prepare a Health and Safety Plan (HASP) for work within the contaminated areas of the Project.

The July19th ODOT report, titled Minimal Assessment Memorandum OR238: Jacksonville Hwy. @ Shafer Ln. Pedestrian Improvement documenting the contaminated media identified within the Project, is available from the Engineer.

00294.01 Definitions:

Contaminated Soil - Soil that does not meet the DEQ definition of "Clean Fill", as defined by OAR 340-093-0030(18). This Contaminated Soil is a regulated waste, subject to OAR 340-093-0005 through OAR 340-093-0290. If the grubbing Material has been determined to be contaminated, it will be considered and treated as Contaminated Soil for the purposes of this Section.

Shoulder Soil - Soil outside of the existing Highway Pavement and within Highway Right-of-Way generated during Highway maintenance or construction activities. This definition applies to excess Soil generated to a maximum depth of 1.5 feet below ground surface. This definition does not apply to Soil that is covered by existing impervious surfaces, including but not limited to curbs, sidewalks and parking lots constructed of asphalt or concrete.

ODOT Beneficial Use Determination (ODOT BUD) ‑ The statewide ODOT Beneficial Use Determination (ODOT BUD), approved by DEQ (No. BUD-20181204), outlines a series of pre-approved non-residential reuse options for excess Soil Materials that do not meet DEQ’s Clean Fill Standards in some circumstances. These options may vary based on project scope and location, and documentation may vary, as directed by the Engineer.

00294.02 Testing of Contaminated Soil and Groundwater - When additional testing of Contaminated Soil or groundwater is required to characterize the Material for reuse, recycle, or disposal, conduct the tests according to 00290.20(c).

Use analytical methods meeting DEQ's Clean Fill Guidance Screening Levels for each analyte. Contaminated Soil and groundwater sampling must be conducted by an Oregon Registered Geologist or Professional Engineer who has experience characterizing contaminated media.

Collect at least 2 composite Soil samples and submit for the following required testing:

· TPH-Gx and TPH-Dx by Northwest methods.

· Polynuclear aromatic hydrocarbons (PAHs) by EPA Method 8270SIM.

· Total metals (Cadmium, Chromium, and Lead) by EPA 6000 and 7000 series.

· One TCLP lead by using EPA Method 1311 (if necessary).

· PCBs

00294.03 Submittals - Submit the following documents:

· A site specific HASP at least 10 Calendar Days before the pre-construction conference.

Submit all modifications to the HASP that are requested by the Engineer or the qualified health and safety professional within 7 Calendar Days of the request.

Submit the following documents within 48 hours of removal of contaminated media:

· Permits, permit applications, and documentation of compliance.

· All reuse, recycled, and disposal receipts.

· Final quantities of Soil and groundwater reused, recycled, and disposed and their final location.

· All analytical test results.

00294.05 Health and Safety Plan - Prepare a site specific HASP that meets or exceeds the requirements of 29 CFR 1910.120 and include a personnel and equipment decontamination plan that details how decontamination media will be contained and disposed.

Maintain a copy of the HASP on site at all times and readily available to employees and Inspectors during construction activities. If additional information becomes available regarding the site specific conditions, revise the HASP and submit the revised version to the Engineer. Review or acknowledgment of the HASP by the Engineer is not an indication or representation that the HASP is fully compliant with State or federal requirements. Compliance is the responsibility of the Contractor. Review by the Engineer will not impose liability upon the Agency or relieve the Contractor of any responsibilities under the Contract.

Do not begin Work in contaminated areas until the Engineer provides written acknowledgement of the HASP.

All personnel entering contaminated areas shall follow the requirements of the HASP.

Construction

00294.40 Contaminated Soil Excavation - Excavate and handle Contaminated Soil from Project excavations according to the following:

· Notify the Engineer 3 Calendar Days before beginning excavation activities within contaminated areas.

· Allow the Agency to collect Soil and groundwater samples during excavation activities.

· Load Contaminated Soil directly into trucks and transport directly to the recycling or disposal facility, or on-site reuse areas or, when approved by the Engineer, temporarily store Contaminated Soil on‑site.

· Store Contaminated Soil from excavation of sign poles within the project area in covered water tight containers or place Contaminated Soil on minimum 6 mil thick polyethylene sheeting that has an impermeable berm around the edge. Cover the Contaminated Soil with minimum 6 mil thick polyethylene sheeting. Do not allow precipitation run-off to enter the excavated Contaminated Soil. Label all stored Material with the type of Material, the contaminants, and the dates of accumulation.

· Remove contaminated media from the exterior of all vehicles before they leave the Project Site

· Cover trucks transporting contaminated materials to prevent spillage during transit to the disposal facility according to OAR 340-093-0220.

· Where over excavation is required, backfill the excavation according to 00330.42.

00294.41 Contaminated Soil Management - Reuse, recycle, or dispose of Contaminated Soil according to any of the following:

· (a) Landfill Disposal:

· Obtain the Engineer's approval of the disposal facility before disposing of the Contaminated Soil.

· Transport the Contaminated Soil to a DEQ permitted municipal solid waste landfill or a permitted construction and demolition landfill for disposal. Dispose of temporarily stored Contaminated Soils within 30 Days of beginning excavation work or before Second Notification, whichever occurs first.

· Complete and sign all manifests and bill‑of‑lading forms for handling, loading, transporting, and disposing of the Contaminated Soil.

· Pay all filing and permit fees.

00294.43 Contaminated Groundwater Pumping - Remove and handle contaminated groundwater as follows:

· Allow the Agency to collect groundwater samples during pumping activities and subsequent storage.

· Remove contaminated groundwater from the Project Site or, when approved temporarily store contaminated groundwater on‑site in water tight containers compatible with the contaminants. Label each container with the contents and dates of accumulation.

· Dispose of stored contaminated groundwater within 30 Days from the date of beginning generation of it or before Second Notification, whichever occurs first, according to 00294.44.

00294.44 Contaminated Groundwater Management - Recycle or dispose of contaminated groundwater according to any of the following:

Transport to an Off-Site Recycling or Disposal Facility:

· Submit all groundwater analytical data to the receiving facility and obtain written acceptance from that Entity.

· Complete and sign bill‑of‑lading forms and all other documentation required by the receiving facility.

· Pay all permit fees.

Measurement

00294.80 Measurement - Work performed under this Section will be measured according to the following:

No measurement of quantities will be made for the following:

· HASP.

· Segregate and stockpile Contaminated Soil.

· Contaminated groundwater mobilization.

Soil sample and analytical testing will be measured on the unit basis for each sample submitted and tested according to 00294.02 when test results are submitted according to 00294.03.

The quantities of Contaminated Soil disposed will be measured on the weight basis, based on weigh tickets from the recycling or disposal facility.

The quantities of contaminated groundwater removed and disposed will be measured on the volume basis, per gallon, based on the receiving facility approved meter tickets or approved on‑site meters.

Clearing and grubbing will be measured according to 00320.80.

Payment

00294.90 Payment - The accepted quantities of Work performed under this Section will be paid for at the Contract unit price, per unit of measurement, for the following items:

Pay Item Unit of Measurement

Item (c) includes segregating, handling, and stockpiling Contaminated Soil within the Project Site for the purpose of analytical testing, on-site reuse, or disposal.

Item (d) includes mobilization, Soil sampling, testing, analyses, and preparation of reports for tests required in 00294.02. Additional testing beyond that listed in 00294.02 will only be paid if authorized by the Engineer.

Item (e) includes all costs involved with the disposal of Contaminated Soil at a recycling or disposal facility.

Item (f) includes all mobilization costs for groundwater removal work.

Item (g) includes obtaining all permits and furnishing all Equipment and labor necessary to treat and store contaminated groundwater.

No separate or additional payment will be made for the excavation or reuse of Contaminated Soil or contaminated Shoulder Soil. Payment will be included in payment made for the appropriate items under which the excavation or reuse of Contaminated Soils or contaminated Shoulder Soil is required.

Clearing and grubbing will be paid for according to 00320.90.

Payment will be payment in full for removing and disposing of all Materials, and for furnishing all Equipment, labor, Plans, test results, and Incidentals necessary to complete the Work as specified.

SECTION 00910 - WOOD SIGN POSTS

Comply with Section 00910 of the Standard Specifications.

SECTION 00940 - SIGNS

Comply with Section 00940 of the Standard Specifications modified as follows:

00940.47 Sign Erecting - Add the following paragraph to the end of this subsection:

Trim and remove branches, vegetation, or other materials obstructing the visibility of signs by Public Traffic, as directed.

00940.90 Payment - Add the following paragraphs to the end of this subsection:

Trimming and removal of branches, vegetation, or other materials will be paid for according to 00320.90.

SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS

Comply with Section 00960 of the Standard Specifications modified as follows:

00960.30 Licensed Electricians – Replace this subsection, except for the subsection number and title, with the following:

According to the Oregon Administrative Rule 918-282-0120(1), no person or Entity shall allow any individual to perform electrical work for which the individual is not properly registered or licensed. Every person who installs electrical systems on the Project shall submit a copy of their electrical license or apprentice registration to the Engineer prior to performing any Work. They must be licensed as an S or a J under Oregon Administrative Rule 918-282-0140 or 918-282-0170.

SECTION 00990 - TRAFFIC SIGNALS

Comply with Section 00990 of the Standard Specifications

SECTION 02510 – REINFORCEMENT

Comply with Section 02510 of the Standard Specifications modified as follows:

02510.11(c) Coated Reinforcement Ties and Supports ‑ Delete this subsection.

02510.11(d) Epoxy Coating Repair ‑ Delete this subsection.

02510.30(d) Ties and Support ‑ Delete this subsection.

02510.60 Wire Reinforcement ‑ Replace this subsection with the following subsection:

02510.60 Ties and Supports ‑ Provide tie wire and supports according to CRSI Manual of Standard Practice.

(a) Coated Reinforcement Ties and Supports – Provide nonmetallic coated ties and supports for coated reinforcement, including ties for coated-to-uncoated reinforcement connections.

(b) Uncoated Reinforcement Ties and Supports ‑ Tie all mats of galvanized steel bars with galvanized ties. Provide precast concrete blocks with galvanized ties that support galvanized reinforcement.