Attachment C Specifications.docx

SECTION C – DESCRIPTION, STATEMENT OF WORK AND SPECIFICATIONS

Whirlpool Entrance Road Paving

HURON-MANISTEE NATIONAL FORESTS IOSCO COUNTY, MICHIGAN

PROJECT DESCRIPTION AND LOCATION

1. DESCRIPTION OF WORK

This project consists of drainage improvements and HMA placement. Work includes, but is not limited to, mobilization, construction staking, earthworks, placing aggregate, placing HMA-LVSP, furnishing and placing topsoil, placing conserved topsoil, turf establishment, and placing pavement markings.

Please note that this is a Federal Construction project and Davis Bacon wages apply. Please refer to appropriate wage determination.

1. PROJECT LOCATION

Project is located in Iosco County, Michigan.

Driving directions are as follows: From the intersection of US-23 and River Road in Oscoda MI, go 3.5 miles West on River Road to FSR 4851/ Whirlpool Rd where you will reach the project location.

1. PERIOD OF PERFORMANCE

The period of performance of this project is 24 days, and is scheduled from September 7th, 2022 through September 30th, 2022.

Work at the site shall be conducted between Monday through Friday. No on site work shall be performed on Government holidays. Exceptions to these hours of operation will be allowed only by written authorization by the Government. Bidders are required to provide a basic project schedule as part of the proposal.

The Forest Service, US Department of Agriculture has adopted the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, U.S. Customary Units (FP-14) for construction of National Forest System Roads and other projects.

The full provisions of FP-14 shall apply as applicable on this contract, unless modified by these Special Project Specifications.

The full FP-14 specification documents are available online at:

https://flh.fhwa.dot.gov/resources/specs/

The FP-14 U.S Customary version is available in paper form. A single copy is available by contacting:

Research and Technology Product Distribution Center (RTPDC) Email: report.center@dot.gov Phone: 814-239-1160 Fax: 814-239-2156

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, AS MODIFIED BY U.S. FOREST SERVICE SPECIAL PROJECT SPECIFICATIONS

Table of Contents Submittals and Notifications Preface 101 - Terms, Format, and Definitions 102 - Bid, Award, and Execution of Contract 103 - Scope of Work 104 - Control of Work 106 - Acceptance of Work 107 - Legal Relations and Responsibility To the Public 108 - Prosecution and Progress 109 - Measurement and Payment 151 – Mobilization 152 – Construction Survey and Staking 155 - Schedules for Construction Contracts 156 - Public Traffic 171 - Weed and Disease Prevention 201 - Clearing and Grubbing 204 - Excavation and Embankment 301 - Untreated Aggregate Courses 401 – Superpave Hot Asphalt Concrete 609 - Curb and Gutter 624 - Topsoil 625 - Turf Establishment 635 - Temporary Traffic Control

Submittals and Notifications Submittal Schedule:

The following required items need to be submitted according to the schedule shown to prevent delays or stoppages of work.

* "For record" assumes that an Item which meets Specifications as written is supplied. Other "equal" products require review and approval by the CO/COR, and may take longer to review.

Notification Schedule:

The following events require an advance written notification to the COR. Notifications may be faxed, mailed, emailed, or hand delivered.

Preface Preface_wo_06_14_2019

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.

101 - Terms¸ Format¸ and Definitions 101.01_National_11_9_2016 Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03_National_11_9_2016 Add the following to Subsection 101.03:

101.03 Abbreviations.

(a) Acronyms.

AGAR — Agriculture Acquisition Regulations AFPA — American Forest and Paper Association FSAR — Forest Service Acquisition Regulations MSHA — Mine Safety and Health Administration NESC — National Electrical Safety Code WCLIB — West Coast Lumber Inspection Bureau

(f) Miscellaneous unit abbreviations.

101.04_National_9_5_2018 Make the following changes to Subsection 101.04:

101.04 Definitions.

Delete these definitions and replace the following:

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstruction such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.

Contractor — The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “Purchaser”.

Culvert — Any structure with a bottom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any bottomless (natural channel) structure with footings that will not have wheel loads in direct contact with the top of the structure.

Drawings — (Public Works Contracts) Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work.

Right-of-Way — A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Solicitation—(Public Works Contracts) The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.

Add the following definitions:

Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change — “Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

Forest Service — The United States of America, acting through the Forest Service, U.S. Department of Agriculture.

Neat Line — A line defining the proposed or specified limits of an excavation or structure.

Pioneer Road — Temporary construction access built along the route of the project.

Purchaser — The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse — A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

Road Order — An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP-14, include drawings, diagrams, layouts, schematics, descriptive literature, illustrations, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific portions of the work required by the contract.

Utilization Standards — The minimum size and percent soundness of trees described in Public Works contract specifications or Timber Sale and IRTC contract provisions to determine merchantable timber.

Add Figure 101-1—Illustration of road structure terms:

Figure 101-1—Illustration of road structure terms.

102 - Bid¸ Award¸ and Execution of Contract 102.00_National_11_9_2016

Delete Section 102 in its entirety.

Delete Section 102.

103 - Scope of Work 103.00_National_11_9_2016 Delete all of Section 103 except Subsection 103.01 Intent of Contract.

Delete Subsections 103.02, 103.03, 103.04, 103.05.

104 - Control of Work 104.00_National_11_9_2016 Delete Subsections 104.01, 104.02, and 104.04.

Delete Subsections 104.01, 104.02, 104.04.

104.06_National_11_9_2016 Add the following to Subsection 104.06:

104.06 Use of Roads by Contractor.

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

106 - Acceptance of Work 106.01_National_7_18_2017 Delete Subsection 106.01 and replace with the following:

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any time before final acceptance of the project. When the Government tests work, copies of test reports are furnished to the Contractor upon request. Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to 106.05 inclusive. The primary method of acceptance is specified in each Section of work. However, work may be rejected at any time it is found by any of the methods not to comply with the contract.

Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work; providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

Sampling method;

Number of samples;

Sample transport;

Test procedures;

Testing laboratories;

Reporting;

Estimated time and costs; and Validation process.

If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory. Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resolution protocol and may modify it before final approval and execution.

The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the Government will be responsible for all costs associated with developing and performing the resolution protocol. If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

1. Have the work accepted at a reduced price; or

1. Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

106.02_National_11_9_2016

Delete Subsection 106.02 and replace with the following:

106.02 Visual Inspection.

Acceptance is based on visual inspection of the work for compliance with the specific contract requirements. Use prevailing industry standards in the absence of specific contract requirements or tolerances.

107 - Legal Relations and Responsibility to the Public 107.05_National_7_18_2017 Delete Subsection 107.05.

Delete Subsection 107.05.

108 - Prosecution and Progress 108.00_National_11_9_2016 Delete Section 108 in its entirety.

Delete Section 108.

109 - Measurement and Payment 109.00_National_11_9_2016 Delete Subsections 109.06, 109.07, 109.08, and 109.09:

Delete Subsections 109.06, 109.07, 109.08, 109.09.

109.01_National_2_22_2019 Delete the third paragraph and Table 109-1 of Subsection 109.01 and replace with the following:

109.01 Measurement of Work.

Take measurements as described in Subsection 109.02 unless otherwise modified by the Measurement Subsection of the section controlling the work being performed. Table 109-1 indicates the accuracy required for quantities of the various pay units used in the Schedule of Items. Use this guide to determine the decimal placement in the final payment.

Table 109-1 Decimal Accuracy of Quantities for Final Payment

Exception--Structure Excavation; Sheathing Materials; Bedding, Bed Course, and Backfill Materials; Gabions;

0.1

Exception--Calcium Chloride;

Sodium Chloride; Hydrated Lime;

Bituminous Materials; Pavements;

Bed Course Materials 0.01

109.02_National_11_9_2016 Add the following sentence to Subsection 109.02(b):

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Contract quantities will be adjusted only when there are errors in the original design of 15% or more.

151 – Mobilization

Delete Subsection 151.02:

Delete Subsection 151.02.

Delete Subsection 151.03 and replace with the following:

151.03 Payment.

The accepted quantities will be paid at the contract price per unit of measurement for the Section 151 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in the Section. See Subsection 109.05.

Payment will only be made after all equipment needed for construction is onsite and requirements in Section 171 Weed and Disease Prevention are met.

152 – Construction Survey and Staking

Add the following to Subsection 152.02:

152.02 Qualifications.

Provide a Professional Surveyor licensed in the State of Michigan.

Add the following to Subsection 152.04(c):

152.04 General.

(c) Material.

Use required stake dimensions and materials. Pre-Paint the top 2 inches of all stakes and lath, or mark them with plastic flagging. Use designated colors for paint or flagging. Mark all stakes with a stake pencil that leaves legible imprint, or with waterproof ink or permanent marker.

Do no use aerosol paints.

Use moisture-resistant paper for survey notes. Keep notes in books with covers that will protect the contents and retain the pages in numerical sequence.

Delete third sentence of the eighth paragraph of Subsection 152.04(c) and replace with the following:

Reestablish missing reference, control lines, or stakes as necessary to control subsequent construction staking operations and until roadway is paved.

155 - Schedules for Construction Contracts 155.00_National_11_9_2016 Delete Section 155 in its entirety.

Delete Section 155.

156 – Public Traffic

Delete Subsection 156.02 and replace with the following:

156.02 Conform to the MUTCD and the following Sections and Subsections:

Delete Subsection 156.03:

Delete Subsection 156.03.

Delete Subsection 156.04 and replace with the following:

156.04 Accommodating Traffic During Work

Provide, in writing, a proposed road closure schedule to the COR prior to commencing any work.

Whirlpool Road will be closed to all public traffic during the time of major construction activities, such as placing asphalt. All other times the roadway shall be:

· maintained to allow access for emergency vehicles

· open at the end of every workday

· open over the weekend

· closed only for short periods of time to reduce safety concerns, accommodate heavy equipment, or for deliveries.

Delete Subsection 156.11 and replace with the following:

156.11 Do not measure Public Traffic for payment. Compensation is made as an indirect payment and is incidental to construction.

171 – Weed and Disease Prevention

Add the following Section:

Description

171.01 This work consists of washing and treating construction equipment to remove seeds, plants, and plant fragments from the equipment before and after the equipment is used on National Forest System lands.

Material

171.02 Conform to the following Subsection.

Water 725.01

Construction Requirements

171.03 General. Notify the CO in writing at least 15 days before moving any construction equipment onto National Forest System lands. Construction equipment does not include cars, pickup trucks, and other vehicles that regularly travel between the construction site and areas outside of National Forest System lands.

Perform all work at a location designated on the plans or other locations approved in writing. Provide the CO with an opportunity to monitor the washing and inspection.

171.04 Equipment. Use a high pressure washing system.

For work on National Forest System lands, use a washing system that traps all wash water and either stores it for removal from National Forest System lands or recycles the water for continued use. If the equipment recycles the water, provide adequate filters for seed removal. Dispose of the filter material and removed seeds in an approved manner. Do not mix soaps, detergents, or other chemicals with the wash water.

For work at a commercial washing facility, use an approved facility.

171.05 Washing. Wash the sides, tops, and undercarriages of all construction equipment. Remove all seeds, plants, plant fragments, dirt, and debris from the construction equipment.

171.06 Inspection. Inspect the washed construction equipment, including the undercarriage, to ensure that the washing removed the dirt, debris, and seeds from the construction equipment. Rewash the construction equipment as necessary or as directed.

171.07 Acceptance. Weed prevention will be evaluated under Subsection 106.02.

Measurement

171.08 Do not measure weed prevention for payment.

Payment

171.09 Include all costs associated with the Section 171- Weed and disease Prevention in the unit price for Section 151- Mobilization.

201- Clearing and Grubbing

Add the following to Subsection 201.01:

201.01 Clearing limits is defined as the slope stake.

Delete Subsection 201.08 and replace with the following:

201.08 Do not measure clearing and grubbing for payment.

Delete Subsection 201.09 and replace with the following:

201.09 Include all costs associated with Section 201- Clearing and Grubbing in the unit price for Section 204- Earthwork.

204- Excavation and Embankment

Delete Subsection 204.16 and replace with the following:

204.16 Measure the Section 204 items listed in the bid schedule according to Section 109.02 and the following as applicable.

Measure earthwork as Lump Sum and includes removal of existing HMA surfaces.

301- Untreated Aggregate Course

Delete Section in its entirety and replace with the following:

Description

301.01 This work consists of constructing one or more courses of aggregate on a prepared surface. This section covers both the roadway and shoulder aggregates.

Material

301.02 Conform to the following Subsection.

Water 725.01

Construction Requirements

301.03 General. Prepare the surface on which the aggregate course is placed according to Section 204 or 303 as applicable.

301.04 Mixing and Spreading. Ensure that aggregate and any required additives, water, mineral filler, and binder are mixed by the specified method except, if crushed aggregate products are being produced and mineral filler, binder, or additives are required, uniformly blend following crushing. Control additive proportions to 0.5 percent dry weight.

Do not place the mixture in a layer exceeding 6 inches in compacted thickness. Route hauling equipment uniformly over the full width of the surface to minimize rutting or uneven compaction.

After placing the aggregate for each layer, mix it with other required materials at the required moisture content until the mixture is uniform throughout. Mix aggregate, water, and all other materials until a uniform distribution is obtained.

Spread the aggregate in a uniform layer, with no segregation of size, and to a loose depth that will provide the required compacted thickness.

301.05 Compacting. Compact each layer of aggregate base to at least 95 percent of the maximum unit weight at a moisture content no greater than optimum for aggregate base. Density shall be achieved by means of utilizing a vibratory roller compactor.

301.06 Surface Tolerance. If grade finishing stakes are required, finish the surface to within ±0.05 feet (±10 millimeters) from staked line and grade elevation.

If grade finishing stakes are not required, shape the surface to the required template and check the surface with a 10-foot (3-meter) straightedge. Defective areas are surface deviations in excess of ½ inch (13 millimeters) in 10 feet (3 meters) between two contacts of the straightedge with the surface.

Correct defective areas by loosening the material, adding or removing material, reshaping, and compacting.

301.07 Maintenance. Maintain the aggregate course to the correct line, grade, and cross-section by blading, watering, rolling, or combination thereof until placement of the next course of material. Correct defects according to Subsection 301.06.

301.08 Inspection and Acceptance. Density tests are required. Contractor shall utilize an independent testing organization to perform the tests.

The independent testing organization shall conform to the following:

301.09 Quality. Aggregate shall be crushed Michigan 22A and 23A, as defined in Michigan Department of Transportation (MDOT) 2012 Standard Specifications for Construction, Table 902-1, Grading Requirements, and Table 902-2, Physical Requirements for Coarse Aggregates, Dense-Graded Aggregate, and Open Graded Aggregates.

Utilize MDOT 2012 Standard Specifications for Construction, Section 902 Aggregates.

Measurement

301.10 Measure the Section 301 pay items listed in the bid schedule according to Subsection 109.02 and the following:

Measure aggregate by the ton.

Payment

301.11 The accepted quantities will be paid at the contract price per unit of measurement for pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section.

401- Superpave Hot Asphalt Concrete Pavement

Description

401.01 The Michigan Department of Transportation’s 2012 Standard Specifications for Construction, Section 501, shall be utilized for HMA Specifications.

Any reference to other MDOT Specifications apply, if it is directly related to the production and placement of HMA.

Construction Requirements

401.02 General. Replace the word Department to Government and the replace the word Engineer to COR.

401.03 Compacting. Compact HMA to no less than 91% of the maximum specific gravity determined by AASHTO T 209.

401.04 Inspection and Acceptance. Density tests are required. Contractor shall utilize an independent testing organization to perform the tests.

The independent testing organization shall conform to the following:

Measurement

401.05 Measure the Section 401 items listed in the bid schedule according to Subsection 109.02 and the following as applicable.

Measure HMA by the ton.

401.06 The accepted quantities will be paid at the contract price per unit of measurement for pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section.

609- Curb and Gutter

Delete Subsection 609.02 and replace with the following:

609.02 Conform to the following Section and Subsection:

Delete Subsection 609.06 and replace with the following:

609.06 Asphalt Concrete Curb

The item of HMA Valley Gutter shall consist of constructing an HMA wedge adjacent to the paved shoulder in accordance with the detail drawings shown on the plans and as described herein.

The Curb, HMA shall be placed concurrently with mainline paving. Curb, HMA shall be constructed using standard paving equipment.

The material shall be compacted to close the surface with an approved roller device.

Delete Subsection 609.09 and replace with the following:

609.09 Acceptance

Asphalt concrete will be evaluated under section 401

Delete Subsection 609.10 and replace with the following:

609.10 Measure the Section 609 pay items listed in the bid schedule according to Subsection 109.02 and the following as applicable. Additional measurement will not be made for construction Curb, HMA on leveling course of HMA.

Measure Curb, HMA by the foot.

Delete Subsection 609.11 and replace with the following:

609.11 The accepted quantities will be paid at the contract price per unit of measurement for the Section 609 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Include all costs associated with constructing Curb, HMA on leveling course in the unit price for Section 609- Curb and Gutter

624- Topsoil

Add the following to Subsection 624.05:

624.05 Acceptance

Topsoil shall be screened and free of organic material.

625- Turf Establishment

Delete Subsection 625.01 and replace with the following:

625.01 Apply turf establishment to prepared ground or any disturbed area at locations and between the dates of May 1st and November 1st. Apply turf establishment within 10 days after completion of ground disturbing activities. Seeded areas damaged by construction activities shall be reseeded within 10 days of the damage. Do not seed during windy weather or when the ground is excessively wet, frozen, or snow covered.

Delete Subsection 625.02.

Delete 625.02

Delete Subsection 625.03.

Delete 625.03 General

Delete Subsection 625.05.

Delete 625.05 Watering

Delete Subsection 625.06.

Delete 625.06 Fertilizing

Delete Subsection 625.07 and replace with the following:

625.07 Seeding

Furnish and apply the type and amount of pure live seed as indicated.

Conform to the Federal Seed Act, the Federal Noxious Weed Act, and applicable State and local seed and noxious weed laws. Do not use wet, moldy, or otherwise contaminated or damaged seed. Furnish each seed type in separate sealed containers with certification for each seed type.

Seed will be applied at a minimum rate of 220 lbs/acre with MDOT THV (Turf Heavy Soil), immediately after seedbed has been prepared (lightly roughing up or raking seed bed). Alternative mixes producing the same results will be considered and will have to be approved by the COR before construction begins.

Ensure that the surface soil is in a roughened condition favorable for germination and growth. Applications of seed by hand-operated seeding methods are satisfactory.

Delete Subsection 625.08 and replace with the following:

625.08 Mulching

Apply mulch within 24 hours after seeding.

Apply wood fiber or grass straw cellulose fiber mulch over seeded areas at a depth of 1-2 inches.

Furnish certified weed free straw from oats, wheat, rye, or other grain crops that is free from mold or other objectionable material.

635- Temporary Traffic Control

Description

635.01. This work consists of furnishing, installing, maintaining, relocating, and removing temporary traffic control devices and services as ordered for the control and protection of public traffic through the project.

Advance warning signs and barricades are designated in the MUTCD

Material

635.02 Conform to the MUTCD and the following Subsections:

Construction Requirements

635.03 Barricades. Install two type III barricades in accordance to the MUTCD at the entrance of Whirlpool Road. Use Type III, IV, IX, or XI retroreflective sheeting.

635.04 Cones and Tubular Markers. Place tubular markers as needed throughout work area to delineate hazardous areas or stockpiles as directed by the COR.

635.05 Construction signs. Place a road work ahead sign (W20-1) 550 feet east and west whirlpool road or as directed by the COR.

635.06 Acceptance. Temporary traffic control services will be evaluated under Subsections 106.02 and 106.04.

Measurement

635.07 Do not measure Temporary Traffic Control for payment.

635.08 Do not measure Public Traffic for payment. Compensation is made as an indirect payment and is incidental to construction.

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