W52PJ-18-R-5005_REVISED_SOW_31_MAY_2018.pdf

Project# 2015-5224 SOW for Repair Rock Island–Arsenal Viaduct STR275

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Rock Island Arsenal Scope of Work

PR#2015-5224 Repair Rock Island–Arsenal Viaduct STR275

31 May 2018

US Army Garrison‐Rock Island Arsenal Directorate of Public Works

Engineering and Services Division

IMRI-PWF

1 Rock Island Arsenal Rock Island, IL 61299‐5000

Deleted: 11 April 2018

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1 GENERAL INFORMATION

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

The Contractor shall be required to commence work under this contract within 30 calendar days after the date the Contractor receives the Notice to Proceed, prosecute the work diligently, complete the design work within 90 calendar days after the date the Contractor receives the Notice to Proceed, and complete the construction within 300 calendar days including final cleanup of the premises.

1.2 SEQUENCE OF WORK:

1.2.1 Submit initial Transmittal Registry, Schedule, Safety Plan, Environmental Plan, Quality Control Plan, List of Design Codes,

1.2.2 Design Drawing and Specification Submittals

1.2.2.1 35% Set (with general plan and some typical)

1.2.2.2 65% Set (with typical and most details)

1.2.2.3 100% Set and Draft Form DD1354

1.2.2.4 “For Construction” Set (with Engineer Stamp) and new Schedule

1.2.3 Procure Equipment and Materials

1.2.4 Shop Drawing Submittals

1.2.5 Material Testing Results

1.2.6 Construction–concurrent with procurement activities

1.2.7 Measurements and Corrected Form DD1354

1.2.8 Final Project Clean-up

1.2.9 Provide Record Drawings, and Installation and Operating Manuals in electronic and hardcopy format.

1.3 SPECIAL CONDITIONS:

1.3.1 A Staging Area can be requested in writing from the COR (Contracting Officer’s

Representative) for the temporary storage of construction materials and equipment.

1.3.2 Use NAVD88 (North American Vertical Datum of 1988) and NAD83 (North American Datum of 1983) for survey and reference.

1.3.3 Construction Schedule and Closure Periods:

1.3.4 The Contractor’s Construction Schedule shall be submitted to the Government for approval.

1.3.5 Access and Working Hours (all times are CST or CDT):

1.3.5.1 Work hours for this project are 6am to 5pm Monday through Friday.

1.3.5.2 The Contractor’s work schedule may deviate from these hours when approved by the COR.

1.3.5.3 Federal Holidays are: New Year’s Day, January 1; Martin Luther King Day, 3rd

January Monday; President’s Day, 3rd February Monday, Memorial Day, last Monday in May; Independence Day, July 4; Labor Day, 1st Monday in September; Columbus Day, 2nd October Monday; Veteran’s Day, November 11, Thanksgiving Day, 4th November Thursday; Christmas Day, December 25.

1.3.5.4 If a holiday falls on Saturday, the preceding Friday is a holiday. If a holiday falls on Sunday, the following Monday is a holiday.

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1.3.6 Utilities: The Government shall furnish on Rock Island Arsenal (RIA), at no additional charge, the use of electricity and water. (See Section 3.4 ENERGY

CONSERVATION:)

1.3.7 All site condition information provided by the Government shall be field verified by the Contractor.

1.4 FORM DD 1354

This form is used to record the function, material, and quantities of installed work, or removed work, made by the Contractor under this Scope of Work.

2 SECURITY

2.1 OPERATIONAL SECURITY (OPSEC) REVIEW:

2.1.1 In order to perform project (Project for Repair Rock Island–Arsenal Viaduct

STR275) the Contractor must do the following:

2.1.2 AT Level I training.

This standard language is for Contractor employees with an area of performance within an Army controlled installation, facility or area. All Contractor employees, to include subcontractor employees, requiring access to 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 (KO), if a COR is not assigned, within 5-calendar days after completion of training by all employees and subcontractor personnel.

2.1.3 Access and general protection/security policy and procedures.

This standard language is for Contractor employees with an area of performance within Army controlled installation, facility, or area. Contractor and all associated subcontractor 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.

2.1.4 iWATCH Training.

This standard language is for Contractor employees with an area of performance within and Army controlled installation, facility or area. The Contractor and all associated subcontractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This locally 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

Deleted: <#>CONTRACTOR MANPOWER REPORTING

(CMR):¶

The Contractor shall report ALL Contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract via a secure data collection site. The Contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/, and then click on “Department of the Army CMRA” or the icon of the DoD organization that is receiving or benefitting from the contracted services.¶ Reporting inputs shall be for the labor executed during the period of performance during each Government Fiscal Year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31, 2018. Contractors may direct question to the help desk by clicking on “Send an email” which is located under the Help Resources ribbon on the right side of the login page of the applicable Service/Component’s CMR website.¶

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5 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

2.1.5 For contracts that require OPSEC Training.

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.

2.1.6 RIA specific provision/clause language:

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

2.1.6.2 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.

2.1.6.3 Contractors, subcontractors will be escorted by the COR 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.

2.1.6.4 Building Stand-Off: All occupied buildings on RIA require a 40 feet stand-off by all vehicles and equipment. At no time will unoccupied vehicles, equipment or tools/tool boxes be left unattended within 40 feet of installation buildings.

2.1.6.5 All personnel requesting access to RIA 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 RIA. 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.

3 ROCK ISLAND ARSENAL SUPPLEMENTAL

GUIDANCE

3.1 EMERGENCY MANAGEMENT CONTRACTOR ORGANIZATION AND

CONTRACTOR REQUIREMENTS:

3.1.1 All Contractors working on RIA (and including bridges owned by 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, 5 | P a g e biological, radiological, nuclear, and high-yield explosive (CBRNE) incidents and accidents on or affecting Army installations, facilities, and/or activities.

3.1.2 Contractor Organizations:

3.1.2.1 All Contractor organizations must participate in the installation quarterly

Protection Working Group. To attend this working group, contact the Garrison DPTMS (Directorate of Plans, Training, Mobilization and Security) Plans and Operations Office.

3.1.2.1.1 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.

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

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

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

3.1.2.1.5 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.

3.1.2.1.6 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.

3.1.3 Contractors:

3.1.3.1 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.

3.2 FIRE PREVENTION AND SAFETY:

3.2.1 The Contractor and any associated subcontractors 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)

6 | P a g e www.iccsafe.org Additional DoD mandated standards are published as Unified Facilities Criteria (UFC's) www.wbdg.org/references/pa_dod.php.

3.2.2 Fire Prevention Program. The Contractor and any subordinate subcontractor(s) shall comply with the most current edition of the RIA Program for Fire and Emergency Services referenced as the "RIAR 420-2 RIA Program for Fire and Emergency Services" and can be obtained by contacting the installation fire department at (309) 782-6107.

3.3 ENVIRONMENTAL PROTECTION:

3.3.1 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 KO or 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.

3.3.2 Compliance Requirements. Any of the facilities operated by the Contractor may be inspected by the KO or his designated representative, the RIA Environmental Coordinator, or other Regulatory Officials on a non-notice basis. Access for inspection by all authorized personnel shall be granted upon request.

3.3.3 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 KO shall deduct the fine from any monies due the Contractor.

3.3.4 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 paragraph 3.5).

3.3.4.1 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.

3.3.4.2 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 60% 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 in Appendix C. Form shall be annotated to depict the various non-hazardous waste streams expected during the work and the anticipated recycle and/or diversion rate.

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3.3.4.3 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.

3.3.5 Temporary Storm Water Pollution Control. Storm water pollution prevention measures are required during construction in accordance with the requirements of the National Pollutant Discharge Elimination System (NPDES) and the State of Illinois General Construction Permit (ILR10).

3.3.5.1 Prior to submission of the Notice of Intent (NOI), Stormwater Pollution Prevention Plan (SWPPP), Notice of Termination (NOT) and associated fees to the State of Illinois, these documents shall be submitted to the COR for approval.

3.3.5.2 Submit copies of the Inspection Reports required by the Permit to the COR.

When the on-site SWPPP binder is compiled, a copy shall be submitted to the

COR.

3.3.5.3 Contractor is responsible for all associated fees.

3.4 ENERGY CONSERVATION:

3.4.1 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.

3.4.2 Conserve energy by turning off unneeded equipment and utilities.

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

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

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

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

3.4.7 Provide 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.

3.4.8 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.

3.5 HAZARDOUS/SPECIAL WASTE DISPOSAL:

Handling or disposing of hazardous or special waste generated by the Contractor in the performance of this contract, shall be submitted to the Environmental Coordinator’s Office for turn into DLA. 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

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3.6 PUBLIC, UNION, & TENANT NOTIFICATION:

3.6.1 All work which affects the public and arsenal facilities, including all detours and all non-intermittent lane restrictions shall be coordinated in advanced through the

COR.

3.6.2 Coordination for detours and other impacts that is not started with at least 30 calendar day notice is subject to immediate rejection by the COR or by any of several entities which the COR must coordinate.

4 APPLICABLE PUBLICATIONS and PRECEDENCE The Designer of Record shall cite which codes and manufacturer’s guidance are applicable for each part of the design-build project. Resolution of conflicting criteria shall be first by the top tiered code, the follow on codes that reference the top tiered code, and then the manufacturer’s guidance for installation and operation.

5 BASE BID: Repair Deck and Parapet– PR# 2015-5224

5.1 SUMMARY

RIA is soliciting a design/build project to remove approximately 600 feet of cantilevered sidewalk from the west (downstream) side of the bridge and install a safety walk and parapet system, with new scuppers and drain pipe, and new lighting fixtures.

5.2 DEMOLITION

5.2.1 Remove the existing sidewalk (including the full curb face), parapet, and supporting cantilevered steel structure from the western face of the main bridge support girder. This includes the cantilevered steel’s bolts and rivets and all steel attached to the main support girder, except the stiffening angle on the western (downstream) girder face.

5.2.2 The current metallic safety barrier railing system is to be reused. See paragraph 5.4.3.

5.2.3 Contractor shall install a nut and bolt with a non-metallic washer or insert to seal the hole and fill the void in each hole opened by rivet or bolt removal.

5.2.4 Rivets that have been plug welded or back-welded in place shall not be removed, but the location and count of such rivets shall be noted on the Red Line Drawings and brought to the COR’s attention in the weekly reports.

5.2.5 Existing light poles, pole arms, and attachment hardware to inspected by the COR and delivered to a location on RIA designated by the COR to be retained by the Government. A total of eight (8) from the bridge and four (4) more from the Arsenal approach. Non-LED Lamp fixtures shall be disposed.

5.2.6 Remove the approach guard rails:

5.2.6.1 Along the inbound lane to the RIA on RIA Island.

5.2.6.2 Along the outbound lane from the RIA on RIA Island.

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5.2.7 Remove the sidewalk from the American Discovery Trail to STR275 that had provided access to the bridge deck’s walkway.

5.3 CONSTRUCTION (NEW WORK)

Construct a new parapet for the west (downstream) side of STR275, the Rock Island- Arsenal Viaduct. Provide new light fixtures with new light poles on the new parapet.

Upgrade all bridge approach and end treatments to current applicable including AASHTO (American Association of State Highway and Transportation Officials) and Illinois DOT (Department of Transportation) standards and specifications.

5.4 CONSTRUCTION REQUIREMENTS

5.4.1 The roadway design shall consist of two 12-ft driving lanes.

5.4.2 The design shall provide a ten (10)-inch wide curb/safety walk.

5.4.3 The parapet shall meet current AASHTO and Illinois DOT design standards and be primarily composed of reinforced concrete. No more that the top third of the required parapet height may be a metallic safety barrier railing system that is AASHTO and Illinois DOT compliant (reuse current if it meets the requirements of this paragraph).

5.4.3.1 Provide appropriate crash barrier, end treatment, and guardrail system for the constructed parapet at the end of the Arsenal owned bridge span. With coordination the City of Rock Island will consider allowing the anchorage to their span for the end treatment, etc.

5.4.3.2 Provide appropriate pedestrian barrier where the sidewalk end between the City of Rock Island and the Arsenal owned bridge spans.

5.4.4 The design shall provide up to two sets of LED lighting fixtures. One for the adjacent pedestrian structure and, if required based on driving conditions and traffic levels, for the roadway. Light levels per IESNA (Illuminating Engineering Society of North America), LZ2, Type A bike way in intermediate area collector.

5.4.4.1 The lighting controls shall have a globally preset ‘active’ and ‘passive’ light level. The passive light level shall be set at one third the light level of the active light level.

5.4.4.2 All the lights will be activated by a globally set ambient light meter.

5.4.4.3 The ‘active’ light level will be used from dusk to 10pm and from 5am to dawn.

5.4.4.4 The ‘passive’ light setting will be used between 10pm and 5am each night.

5.4.4.5 On a pole by pole basis the lighting controls shall increase the lighting from passive to active when motion is detected locally. The active light level shall be maintained while motion is detected and for up to ninety (90) seconds after triggering.

5.4.4.6 In order to provide light to both structures the designer may propose two separate lighting systems one on each STR275 and STR276.

5.4.4.7 The selected light fixture shall not have wavelengths that attract bugs. Minimize Ultraviolet, blue, and, infrared wavelengths.

5.4.5 Provide new drainage inlet scuppers on the west side of the bridge deck, and replace all, both east and west, (upstream and downstream) below deck downspouts with the appropriate fiberglass material. Downspouts on the western (downstream) side, shall be run below the deck elevation of the adjacent

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10 | P a g e pedestrian bridge deck or be at least 8ft from the parapet of the adjacent pedestrian bridge.

5.4.6 Provide non-corrosive conduits, pull boxes, and lockable tamper evident access panels for

5.4.6.1 The new bridge lighting and controls for the up to two sets of lighting (see paragraph 5.4.4). If only a single conduit is needed for the lighting and controls then provide a second, 2” or larger spare conduit to all the same locations.

5.4.6.2 Protect the existing communication conduit during construction. Provide a 2” conduit internal to the constructed concrete and feed a 96-strand fiber optic with 75ft of spare coil at the Arsenal end and 250ft of spare coil at the City end of the bridge. Connections will be made by others. When connections are complete the existing 2” communication conduit shall be removed.

5.5 RESTRICTIONS

5.5.1 Posted 15-ton load limit:

5.5.1.1 The Viaduct has a posted 15-ton weight restriction. This precludes most trucks from having access without planning and controls in place. Also affected is the selection of construction equipment by the Contractor.

5.5.1.2 The Contractor shall plan accordingly and submit information via submittal process on the largest load(s) planned for use—individually and concurrently— during construction.

5.5.1.3 Include a structural analysis by a Structural Engineer to certify the construction equipment use and loading plan(s) proposed during demolition and construction.

The Structural Engineer shall also provide quantity restrictions and limits for construction materials and the spoils from demolition.

5.5.2 Detour Lane:

5.5.2.1 At least one lane shall remain passable for public use between 5:00am (0500 hours) and 8:00pm (2000 hours) Monday through Friday.

5.5.2.2 The single lane shall be used for on demand staggered, and bi-directional public traffic.

5.5.2.3 The single detour lane shall not be narrower than 10 feet wide, and signage shall be provided for the lane restriction per MUTCD (Manual on Uniform Traffic Control Devices).

5.5.2.4 MUTCD compliant equipment and barricade shall be used in all detours.

5.5.2.5 Complete roadway closures may be allowed on weekends from 8:00pm Friday until 5:00am Monday when coordinated beforehand in accordance with Section

3.6 PUBLIC, UNION, & TENANT NOTIFICATION:.

5.5.3 American Discovery Trail, Pedestrian and Bike Bridge:

5.5.3.1 No work or access shall be performed using the adjacent American Discovery

Trail Bridge (also known in Army records as STR276).

5.5.3.2 The Contractor’s submitted Safety Plan shall specifically address pedestrian and bicyclist protection in an appendix. Provide typical details of temporary structure or barrier(s) that the Contractor is planning to utilize as part of the Safety Plan. The Contractor shall resubmit any changes to the Safety Plan prior to work affected by the changes is performed.

5.5.3.3 Public access to crossing the American Discovery Trail shall not be restricted except in temporary increments when all of the following conditions are met:

Deleted: the new lighting and new communications, plus a single spare (same size or larger than the other two).

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5.5.3.3.1 The necessary Public, Union, & Tenant notification has been coordinated through the COR.

5.5.3.3.2 The planned construction or demolition work requires the restriction for public safety, and the work is on-going, with crews actively constructing or demolishing on site.

5.5.3.3.3 Temporary MUTCD warning signs are posted. Signage shall be placed when the flaggers arrive and shall be removed when they depart the worksite.

5.5.3.3.4 Properly dressed and equipped flaggers (per MUTCD) are staffed on either end of bridge to provide the necessary control and safety to the public.

5.5.4 Environment:

5.5.4.1 No materials, pieces, liquids (i.e. slurry), or debris shall enter the waters of the

Mississippi River or Sylvan Slough.

5.5.4.2 Grinding on the existing steel structure should be minimized as the paint is expected to contain lead. Show use of the appropriate collection and PPE (Personal Protective Equipment) in the submitted safety and environmental plan(s) if grinding is anticipated to complete the work.

5.6 DESIGN DRAWINGS, PROGRESS REPORTS, AND RECORD DOCUMENTS

5.6.1 Transmit submittals for draft designs, designs, project specifications, safety plans, quality control plans, environmental plans, and for all purchased materials the manufacturer’s installation guidance, the manufacturer’s material specifications, and the manufacturer’s material quality test(s) information.

5.6.2 The designer shall fill, submit, and meet all necessary permit packages for State and Federal requirements.

5.6.3 The 65% drawing set will be used for requests of required permits and required notifications. With comments generated from the permitting agencies addressed in the 100% documents for review.

5.6.4 Transmit submittals, either hard- or electronic-copy(ies), of published design codes and standards used for the various design features of this work.

5.6.5 On a monthly basis and with each payment request application, if more frequently, also submit an updated schedule, scanned or photographed copies of “during construction Red line” mark-ups (no more than a week old), initial GPS points data file(s), and updated transmittal registry.

5.6.6 Project Record documents shall be provided as the project is completed, or before any completed work item is placed in service. The project record drawings shall organize the information given on the “For Construction” drawings, “during construction Red line” mark-ups, and GPS data point file(s).

5.7 APPENDIX 1: REFERENCE DRAWINGS

5.7.1 Reference Drawings from 1907 Work: pages 1-9.

5.7.2 Reference Drawings from 1968 Work: pages 10-11.

5.7.3 Reference Drawings from 1991 Work: pages 12-15.

5.8 APPENDIX 2: ENGINEERING GRAPHICS STANDARDS

5.2.7 Remove the sidewalk from the American Discovery Trail to STR275 that had provided access to the bridge deck’s walkway.