16_May_2016_Scope_of_Work.pdf

Project # 2016-2330 Replace STR320 Sidewalk with ADA Grating

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Rock Island Arsenal Scope of Work

PR #2016-2330

ADA Compliant Grating Gov’t Bridge 16 May 2016

US Army Garrison‐Rock Island Arsenal

Directorate of Public Works Engineering and Services Division

IMRI‐RIA‐PWF

1 Rock Island Arsenal

Rock Island, IL 61299‐5000

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PROJECT SUMMARY: The scope of this project consists of furnishing labor, equipment, and material to replace the steel grating on select portions of the “Government Bridge”. The project is located on the Government Bridge, Structure 320, at the Rock Island Arsenal, Rock Island, IL.

1. PART ONE: SPECIFIC PROJECT

PROJECT DESCRIPTION: US Army Garrison – Rock Island Arsenal (RIA) has a requirement for the purchase and installation of various galvanized steel and aluminum grating products for the sidewalks on Structure 320 (STR320). The current steel grating is not compliant with the Americans with Disabilities Act (ADA). The selected product(s) shall be ADA compliant galvanized steel for selected lengths of sidewalk, ADA compliant aluminum in selected lengths of sidewalk, and galvanized steel in the remaining sections of sidewalk. Removed metal materials shall become property of the Government.

1.1 IMPACTS AND ACCESS REQUIREMENTS FOR TRAFFIC

1.1.1 The Government Bridge will be occupied during performance of work under this

Contract. The Government Bridge shall remain in service to Pedestrian, Road, Rail, and Navigation traffic needs throughout the project.

1.1.2 Disruption of the tenants and their missions shall be minimized. Any potential interferences shall be coordinated with the COR.

1.1.3 The Contractor shall not impede road, rail, or navigation traffic without prior authorization requested through the COR of the:

1.1.3.1 Coast Guard and Corps of Engineers Rock Island District (Navigation impacts);

1.1.3.2 Corps of Engineers Louisville District (Rail impacts); and

1.1.3.3 Bi-state Commission and the Garrison Commander (Road impacts).

1.1.4 The Contractor shall limit sidewalk closures to a single side (downstream or upstream) at a time. Signage must be provided for the “closed sidewalks”.

1.1.5 The Contractor shall be allowed single intermittent road lane closures, weekdays between 8:30am and 2:00pm, if flaggers provide traffic control per MUTCD (Manual on Uniform Traffic Control Devices).

1.2 CONSTRUCTION CRITERIA

1.2.1 Contractor shall provide all services, labor, materials, supervision, equipment, tools, transportation, etc. necessary to accomplish the work described in this

SOW.

1.2.2 The Contractor shall be required to provide their own electrical power.

1.2.3 The Contractor shall not leave the worksite with sidewalk grating removed for any period of time. For each break, pause in work, or time that the worksite is unstaffed by at least two workers the sidewalk shall be safe for the public with no removed sections of grating, even if fencing securing the site is provided.

1.2.4 New grating shall be mechanically fastened to the structural steel, it shall not be welded.

1.2.5 Hardware shall be either hot dip galvanized or stainless steel.

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1.2.6 The grating is being applied to a high vibration environment. Two methods of resisting the vibration shall be employed to secure the fasteners. Acceptable methods are:

1.2.6.1 Split lock washer

1.2.6.2 Chemical spray additive treatment

1.2.6.3 Second hex nut

1.2.6.4 Neoprene locknut

1.2.7 Contractor shall not discharge or dispose of any materials into the water of the

Mississippi River.

1.3 BASE BID

1.3.1 The Base Bid is for work on Span 2. Remove non-compliant steel grating and install ADA compliant aluminum grating. The selected grating shall provide for 300lbs uniform loading across a 4’0” open span distance, and no more than ¼” deflection under 100lbs uniform loading across 4’0” open span distance.

1.3.2 The existing diamond plate steel sidewalk shall not be removed or modified.

1.3.3 Provide ADA compliant transitions between differing sidewalk materials and across expansion zones.

1.3.4 Expansion for Span 2 is to provide for a 6” horizontal gap at all sidewalks. The bridge, when closed to navigation and open for foot traffic, shall not have an opening larger than 11/16” at any temperature nor a change in height greater than ADA stipulations. Steel grating and concrete work necessary to accomplish these expansion requirements shall be done on Span 3 and the Rock Island Arsenal Abutment.

1.4 BID OPTION 1

1.4.1 Bid Option 1 is for work on the downstream (west side) of Spans 3, 4, 5, 6, and 7.

Remove non-compliant steel grating and install ADA compliant steel grating.

The selected grating shall provide for 400lbs uniform loading across a 4’0” open span distance, and no more than ¼” deflection under 100lbs uniform loading across 4’0’ open span distance.

1.4.2 Provide ADA compliant transitions between different sidewalk materials and across expansion zones.

1.4.3 Remove by saw cut 2” of structural steel from the support beams under the sidewalk at the north end of Span7 where it meets Span 8. Provide for a transition for expansion (ADA compliant) at this end.

1.5 BID OPTION 2

1.5.1 Bid Option 2 is for work on the upstream (east side) of Spans 3, 4, 5, 6, and 7.

Remove steel grating and install new steel grating. The selected grating shall provide for 400lbs uniform loading across a 4’0” open span distance, and no more than ¼” deflection under 100lbs uniform loading across 4’0’ open span distance.

1.5.2 Provide ADA compliant transitions between different sidewalk materials and across expansion zones.

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1.5.3 Remove by saw cut 2” of structural steel from the support beams under the sidewalk at the north end of Span 7 where it meets Span 8. Provide for a transition for expansion (ADA compliant) at this end.

1.6 DRAWINGS:

1.6.1 Some drawings are provided to orientate the Contractor to the worksite. The drawings are not as-builts or as-exists conditions. The drawings provided are attached in Appendix B.

1.6.2 The Contractor is not responsible to provide design drawings. The only drawings shall be those for construction which show assemblies at transitions, at expansions, and mechanical attachment to the structure steel using the materials and products selected by the Contractor. The Contractor shall indicate the dimension and show that the assemblies meet or exceed ADA requirements.

1.7 SPECIFICATIONS

Specification are provided. See Appendices.

1.8 EXISTING CONDITIONS:

1.8.1 The existing steel grating is not ADA compliant and is in various stages of corrosion.

1.8.2 The Contractor shall verify all existing conditions and dimensions prior to bidding and ordering materials.

1.9 SUBMITTALS

1.9.1 Update Submittal Register (Section 01 33 00 Paragraph 1.5)

1.9.2 Safety Plan(s)

1.9.2.1 Accident Prevention Plan

1.9.2.2 Activity Hazard Analysis

1.9.2.2.1 Fall Prevention and Protection

1.9.2.2.2 Water Rescue

1.9.2.2.3 Scaffolding (if used)

1.9.2.2.4 Work barge (if used)

1.9.2.3 Storm refuge

1.9.3 Product Data for sidewalk materials:

1.9.3.1 Grating or planking

1.9.3.2 Attachment hardware and Shims

1.9.3.3 Thresholds plates

1.9.3.4 Expansion joint cover materials

1.9.3.5 Concrete (if required) or Concreter Anchorages (if required)

1.9.4 Shop drawings and hand sketches of proposed transitions for expansion and change of materials incorporating the contractors selected materials.

1.9.5 Deconstruction Plan

1.9.6 Waste Management Plan

1.9.7 Photo Log of Existing Conditions (Section 02 41 00 Paragraph 1.6)

1.9.8 Non-Hazardous Construction and Demolition Debris Submittal (Appendix D1 and

D2.)

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1.9.9 Records of Waste Diversion (Section 01 74 19 Paragraph 1.3)

2. PART TWO: GENERAL INFORMATION

2.1 COMMENCMENT, PROSECUTION, AND COMPLETION OF WORK:

2.1.1 The Contractor shall be required to commence work under this contract within 14 calendar days after the date the contractor receives the notice to proceed, prosecute the work diligently, and complete the entire work ready for use not later than 240 calendar days after the date the contractor receives the notice to proceed.

The time stated for completion shall include final cleanup of the premises.

2.1.2 The Government may request weekly meetings prior to and during construction.

The Contractor shall submit via e-mail meeting minutes prior to the end of the next business day. The meeting minutes at a minimum shall include a list of all participants, the decisions made, any outstanding tasks, and assignment of each task to an individual or organization for follow up.

2.2 SEQUENCE OF WORK:

2.2.1 Safety and Security Submittals

2.2.2 Construction and Product Submittals

2.2.3 Procure Materials

2.2.4 Construction

2.2.5 Project Clean-up

2.3 SPECIAL CONDITIONS:

2.3.1 A staging area 150ft x 100ft will be made available if requested of the

Government, in the proximity of BLDG204 (sewage lift station). It is the Contractor’s sole responsibility to provide appropriate storage, portable toilets, security of materials, and primary and secondary containment per all Manufacturer’s recommendations.

2.3.2 Access and Working Hours: Standard work hours for this project are 7:00am on Monday to 5:00pm on Friday, and excluding Federal Holidays. The contractor’s schedule may deviate from these hours when approved by the COR.

2.3.3 The Federal Holidays are on the days below, or if the holiday falls on a Saturday the preceding Friday or if it falls on a Sunday, the following Monday.

2.3.3.1 New Year’s Day (January 1)

2.3.3.2 Martin Luther King Day (3rd Monday in January)

2.3.3.3 Memorial Day (last Monday in May)

2.3.3.4 Independence Day (July 4)

2.3.3.5 Labor Day (1st Monday in September)

2.3.3.6 Columbus Day (2nd Monday in October)

2.3.3.7 Veteran’s Day (November 11)

2.3.3.8 Thanksgiving Day (4th Thursday in November)

2.3.3.9 Christmas Day (December 25)

2.3.4 Utilities: There are no anticipated utilities, however prior to digging a Gov’t Dig permit is required through the COR in order to location Gov’t owned utilities.

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2.4 CONTRACTOR MANPOWER REPORTING (CMR): The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report ALL Contractor manpower (including subcontractor manpower) required for performance of this contract. The Contractor shall supply all the information in the format using the following web address https://Contractormanpower.army.pentagon.mil. The required information includes: (1) Contracting Office, Contracting Officer, or also known as the Contracting Officer’s Representative (COR); (2) Contract number, including task and delivery order number; (3) Beginning and ending dates covered by reporting period; (4) Contractor's name, address, phone number, e-mail address, identity of Contractor employee entering data; (5) Estimated direct labor hours (including sub- Contractors); (6) Estimated direct labor dollars paid this reporting period (including sub-Contractors); (7) Total payments (including sub-Contractors); (8) Predominant Federal Service Code (FSC) reflecting services provided by Contractor (and separate predominant FSC for each sub-Contractor if different); (9) Estimated data collection cost; (10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the Contractor with its UIC for the purposes of reporting this information);

(11) Locations where Contractor and sub-Contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language; and (13) Number of Contractor and sub- Contractor employees deployed in theater this reporting period (by country). As part of its submission, the Contractor shall provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period shall be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year.

Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a Contractor’s system to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website.

3. PART THREE: SECURITY

3.1 OPERATIONS SECURITY (OPSEC) REVIEW:

3.1.1 In order to perform the project the contractor must do the following:

3.1.2 AT Level I training. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 30 calendar days after

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3.1.3 Access and general protection/security policy and procedures. Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

3.1.4 For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3.1.5 iWATCH Training. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

3.1.6 Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

3.1.7 Local Policies:

3.1.7.1 A non-disclosure agreement will be signed by the project prime before report/start date of contract.

3.1.7.2 All Training will be face to face, provided by a level II certified ATO and OPSEC officer, conducted on RIA. Any conflicts with training locations/performance will be directed by the project COR.

3.1.7.3 Contractors, sub-contractors will be escorted by a responsible Department of Defense (DoD) individual, in areas where they may be exposed to classified and/or sensitive materials. All contractor employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials. The Vendor will coordinate with the COR and/or the facility security office for access when required.

3.1.7.4 Building Stand-Off: All occupied buildings on Rock Island Arsenal require a 40 feet stand-off by all vehicles and equipment. At no time will unoccupied vehicles, 8 | P a g e equipment or tools/tool boxes be left unattended within 40 feet of installation buildings.

3.1.7.5 All personnel requesting access to Rock Island Arsenal will only enter through a manned and operational Access Control Point and present a United States National or State issued identification that is capable of being scanned for valid entry. All contractor and contractor employees' vehicles, equipment, and packages are subject to inspection or examination (search) at entry/exit of the Rock Island Arsenal. Only authorized individuals that pass a screening and vetting process will be permitted access. All contractor and subcontractor personnel will be required to submit the required identification credentials and must receive a favorable background check as conducted through the National Crime Information Center (NCIC) Interstate ID Index (III) to gain access and work on the installation.

4. PART FOUR: ROCK ISLAND ARSENAL SUPPLEMENTAL GUIDANCE

4.1 EMERGENCY MANAGEMENT CONTRACTOR ORGANIZATION AND

CONTRACTOR REQUIREMENTS:

4.1.1 All contractors working on RIA must comply with Department of Defense Instruction number 6055.17, "DoD Installation Emergency Management Program", Army Regulation 525-27, "The Army Emergency Management Program" and Department of Army Pamphlet 525-27, "Army Emergency Management Program". The Army Emergency Management Program serves as the single integrated emergency management program for the planning, execution, and management of response efforts (designed or intended) to mitigate the effects of an all-hazard incident, to include but not limited to, natural, manmade, and technological disasters, chemical, biological, radiological, nuclear, and high-yield explosive (CBRNE) incidents and accidents on or affecting Army installations, facilities, and/or activities.

4.1.2 Contractor Organizations:

4.1.2.1 All contractor organizations must participate in the installation quarterly

Protection Working Group. To attend this working group, contact the Garrison DPTMS Plans and Operations Office.

4.1.2.1.1 Contractor organizations must comply with the installation emergency guide and Building Marshal Warden Program and write supplemental plans that describe actions to take specific to the area the contractor organization occupies to include but not limited to shelter locations, evacuation points, communication plan and points of contact. The installation emergency guide can be used as a template for this plan. Building Marshal Warden Program Manager can be contacted through the Installation Fire Department (309) 782- 6107.

4.1.2.1.2 Contractor organizations must provide Facility Emergency Response Plans to the installation Emergency Manager for inclusion into the installation Emergency Management Plan.

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4.1.2.1.3 All contractor organizations must support Public Health Emergency Officer policy and guidance relating to the integration of health surveillance requirements within operational/installation decision support schemes.

4.1.2.1.4 All contractor organizations must comply with installation policies; applicable federal, state, and local laws; regulations; and Executive Orders.

4.1.2.1.5 All contractor organizations must ensure that non-DOD HAZMAT is not stored, treated, or disposed of on the installation unless approved by the Office of the Assistant Secretary of the Army for installations, Energy and Environment, his or her designee, or higher authority.

4.1.2.1.6 All contractor organizations must assess the long-term resource impacts of all environmental agreements in coordination with the acquisition community.

Coordinate resource implications for agreements through command channels as appropriate prior to approval.

4.1.3 Contractors:

4.1.3.1 All contractors must comply with installation emergency procedures as defined in the installation emergency guide and facility emergency response plans. This includes compliance with all emergency communications instructions provided through official channels to include the outdoor speaker system (Giant Voice), AtHoc alert system, building notification systems (Little Voice), or Building Marshal Warden’s.

4.2 FIRE PREVENTION AND SAFETY:

4.2.1 The Contractor and any associated sub-contractors shall as part of this contract comply with all applicable federal laws (Title 15 USC 272) pertaining to the use of technical standards that are developed or adopted by voluntary consensus bodies such as the NFPA. Current National Fire Codes are published by the National Fire Protection Association (NFPA) www.nfpa.org. Current “International” codes are published by the International Code Council (ICC) www.iccsafe.org Additional DoD mandated standards are published as Unified Facilities Criteria (UFC’s) www.wbdg.org/references/pa_dod.php.

4.2.2 Fire Prevention Program. The Contractor and any subordinate sub-contractor(s) shall comply with the most current edition of the RIA Program for Fire and Emergency Services referenced as the “RIAR 420-2 Rock Island Arsenal Program for Fire and Emergency Services” and can be obtained by contacting the installation fire department at (309) 782-6107.

4.3 ENVIRONMENTAL PROTECTION:

4.3.1 Regulations and Laws. Contractor shall comply with all Federal, State, and local laws, regulations, and standards. All environmental protection matters shall be coordinated with the Contracting Officer or his designated representative. The Environmental Coordinator's Office will review questions on environmental compliance, and provide guidance as needed. In case of an environmental event or disaster, the Contractor shall comply with the Government's emergency services plan.

4.3.2 Compliance Requirements. Any of the facilities operated by the Contractor may be inspected by the Contracting Officer or his designated representative, the RIA

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Environmental Coordinator, or other Regulatory Officials on a non-notice basis.

Access for inspection by all authorized personnel shall be granted upon request.

4.3.3 Citations. Citations/Fines for non-compliance with environmental standards on Government facilities operated by the Contractor are a matter for resolution through the Environmental Coordinator's Office and between the RIA Garrison Commander and the issuing office of EPA or State of Illinois Regulatory Authorities. If the citations/fines are issued due to faulty operation or maintenance practices, the Contracting Officer shall deduct the fine from any monies due the Contractor.

4.3.4 Waste Disposal. Disposal of all wastes generated on site during the course of the project shall be the responsibility of the contractor. Hazardous waste shall be properly accumulated and managed according to all applicable EPA laws and regulations (See Section 4.5). Contractor shall submit a non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal, including clearing debris. The plan shall include schedules for disposal. The Contractor shall identify any subcontractors responsible for the transportation and disposal of solid waste. Licenses or permits shall be submitted for solid waste disposal sites that are not a commercial operating facility. Evidence of the disposal facilities acceptance of the solid waste shall be attached to this plan.

4.3.4.1 Contractor shall submit a recycling and solid waste minimization plan. The plan shall detail the Contractor's actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source. It is the goal to recycle and/or divert 50% of the total waste stream from this project. Prior to any work, the contractor shall submit a preliminary Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form, copy included. Form shall be annotated to depict the various non-hazardous waste streams expected during the work and the anticipated recycle and/or diversion rate.

4.3.4.2 Prior to final payment, the contractor shall submit a final Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form.

Form shall be annotated to depict the actual quantities for the various non-hazardous waste streams generated during the work and the final recycle and/or diversion rates. Copies of all certified weigh-bills shall also be provided for each load of material that was disposed, diverted, or recycled.

4.3.5 Temporary Storm Water Pollution Control. Storm water pollution prevention measures are not anticipated for this project.

4.4 ENERGY CONSERVATION:

4.4.1 Contractor shall operate all shops, buildings, structures, and areas included in the performance of this contract in an energy efficient manner to preclude waste of Government furnished utilities and fuels. Temperatures in all contractor areas will be maintained at specified RIA standards.

4.4.1.1 Compliance Requirements: Compliance with the RIA energy conservation requirements includes, but is not limited to:

4.4.1.1.1 Training personnel to conserve energy by turning off unneeded equipment and utilities.

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4.4.1.1.2 Use of lights only in areas where work is actually being performed.

4.4.1.1.3 Water faucets or valves shall be turned off after required usage has been accomplished.

4.4.1.1.4 Complying with water bans imposed by local, State, or Federal Agencies.

4.4.1.1.5 All engines in vehicles parked for more than two (2) minutes will be shut off.

4.4.1.1.6 Providing a designated representative, for each building or area permanently occupied by contractor personnel, who may be contacted regarding unnecessary operation of lights, machinery, or heating/cooling systems.

4.4.1.2 Inspection Requirements. General area inspections for energy consumption deficiencies shall be granted on request. Any of the facilities operated by the Contractor may be inspected by the DPW Energy Engineer on a non-notice basis.

4.5 HAZARDOUS/SPECIAL WASTE DISPOSAL: Handling or disposing of hazardous or special waste generated by the Contractor in the performance of this contract shall be the responsibility of the Contractor. Manifests for disposal of hazardous waste shall be signed by the Public Works Environmental Office. Handling or disposing of hazardous or special waste generated by the Contractor in maintenance of Contractor owned equipment shall be the responsibility of the Contractor. Contractor shall dispose of it at an approved site off RIA. All disposal procedures will be IAW Federal and State EPA regulations. A copy of any paperwork, including manifests, shall be forwarded to, Environmental Coordinator’s Office, RIA.

4.6 SPACE ASSIGNED/OPERATED: As required in performance of the requirements of this contract. Contractor shall be required to maintain such space (both assigned and operated) in a clean and orderly manner. Each area shall be equal to or better than when it was occupied by the Contractor. Any Contractor configuration changes to such space cannot be made without the expressed written consent of the Contracting Officer. All approved configuration changes will be made at the Contractor's expense. Conversely, the Contractor will, at its own expense, restore this space to its original configuration upon completion of the contract.

5. PART FIVE: DEFINITIONS:

NOT USED.

6. PART SIX: APPLICABLE PUBLICATIONS

6.1 The Contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures referenced in the SOW including the attached Appendices.

6.2 Contractor shall comply with RIA-DPW Master Specifications pertaining to this project. The applicable codes and standards shall include, but not be limited to those indicated in the

6.2.1 UNIFIED FACILITIES CRITERIA (UFC)1-200-0 (July 01, 2013))

6.2.2 UNIFIED FACILITIES CRITERIA 3-201-01 Civil Engineering (June 01, 2013)

6.2.3 UNIFIED FACILITIES CRITERIA 3-530-01 (April 01, 2015)

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6.2.4 Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (2009 W/ REV 1 AND 2)

6.2.5 American Association of State Highway and Transportation Officials (AASHTO) Guide for the Development of Bicycle Facilities (2012)

6.2.6 American Association of State Highway and Transportation Officials (AASHTO) A Policy on Geometric Design of Highways and Streets (2011)

6.2.7 Illinois Department of Transportation Standard Specifications for Road and Bridge Construction (2012)

6.3 PRECEDENCE

6.3.1 RESOLUTION OF CONFLICTING CRITERIA: In the event of conflict between

References and/or Applicable Military Criteria, the most stringent criteria will apply, unless otherwise specifically noted in the scope of work.

7. PART SEVEN: APPENDICES

7.1 Appendix A: Word copy of ENG4025.docx

7.2 Appendix B: ENG FORM 4288-R.pdf

7.3 Appendix C: SOW Drawings.pdf

7.4 Appendix D: Excel copy Non-Haz C&D debris FORM.xlsx

7.5 Appendix E: Orientation photos.pdf

7.6 Appendix F: Orientation drawings.pdf

7.7 Appendix G: Specifications