643TRAFFIC MAINTENANCE

643-1.01 DESCRIPTION . Protect and control traffic during the contract. Furnish, erect, maintain,

replace, clean, move and remove the traffic control devices required to ensure the traveling public’s safety. Perform all administrative responsibilities necessary to implement this work. Maintain all roadways and pedestrian and bicycle f acilities affected by the work in a smooth and traversable condition. Construct and maintain approaches, crossings, intersections, and other necessary features throughout the project for the life of the contract. Illuminate construction activities listed i n Table 643- 4 during hours of night work on roads open to the public within project limits.

643-1.02 DEFINITIONS . These definitions apply only to Section 643.

ATM . When used in this Section, ATM stands for the Alaska Traffic Manual , which is comprised of the Manual on Uniform Traffic Control Devices (MUTCD), the Alaska Traffic Manual Supplement, any adopted revisions or interim addenda to either document issued subsequently, and corrections to known errors to either document. BALLOON LIGHT. Light surround ing by a balloon- like enclosure kept inflated by pressurized air or helium, and producing uniform light through 360 horizontal degrees. CONSTRUCTION PHASING PLAN . A plan for each phase of the project showing how to accommodate traffic. Show the sequence of work by segment or phase, if required. FIXED OBJECTS. Private vehicles, parked flagger vehicles, idle construction equipment, construction material stockpiles, culvert ends, individual trees, power poles, utility poles and appurtenances, and other items deemed by the Engineer to present a hazard to motorists, pedestrians, or bicyclists traveling through the work zone. NIGHT WORK. Work occurring between sunset and sunrise on all days except the “No Lighting Required” period shown in the Table 643- 1 below: TABLE 643 -1 PROJECT LOCATIONS – NIGHT TIME ILLUMINAT ION EXCLUSION Latitude (degrees) No Lighting Required Nearby Cities Start End South of 61 Lighting Required All Year Everything South of Hope 61 June 11 July 1 Anchorage, Valdez, Girdwood 62 June 2 July 13 Wasilla, Palmer, Glennallen, Talkeetna 63 May 27 July 17 Cantwell, Paxson, McGrath 64 May 22 July 21 Tok, Delta, Nome 65 May 18 July 25 Fairbanks 66 May 14 July 29 Circle City 67 May 10 August 2 Coldfoot, Kotzebue 68 May 7 August 6 Galbraith Lake 69 May 3 August 9 Happy Valley 70 April 30 August 12 Deadhorse 71 April 27 August 15 Barrow 72 April 24 August 19 402 ALASKA 2020 TRAFFIC . The movement of vehicles, pedestrians, and bicyclists through road construction, maintenance operations, utility work, or similar operations. TRAFFIC CONTROL PLAN (TCP) . A drawing or drawings indicating the method or scheme for safely guiding and protecting motorists, pedestrians, bicyclists, and workers in a traffic control zone. The TCP depicts the traffic control devices and their placement and times of use. TRAFFIC CONTROL ZONE . A portion of a road construction project, maintenance operation, utility work or similar operation that affects traffic and requires traffic control to safely guide and protect motorists, pedest rians, bicyclists, or workers.

643-1.03 TRAFFIC CON TROL PLAN . Implement an approved TCP before beginning work within

the project limits. The TCP includes, but is not limited to, signs, barricades, traffic cones, plastic safety fence, sequential arrow pane ls, portable changeable message board signs, special signs, warning lights, portable concrete barriers, crash cushions, flaggers, pilot cars, interim pavement markings, temporary lighting, temporary roadways and all other items required to direct traffic t hrough or around the traffic control zone according to these Specifications and the ATM. Address in the TCPs placement of traffic control devices, including location, spacing, size, mounting height and type. Include code designation, size, and legend per t he ATM and the Alaska Sign Design Specification (ASDS). Include longitudinal buffer space for the posted speed limit, according to Table 6C -2 of the ATM unless project conditions or geometric features prohibit including all or a portion of the buffer lengt h. When a TCP is included in the Plans, use it, modify it, or design an alternative TCP. When a TCP is omitted from the Plans, provide one according to this Section and the ATM. Submit new or modified TCPs to the Engineer for approval. All TCPs must incl ude the following information:

643-1.04 WORKSITE TR AFFIC SUPERVISOR. Provide a Worksite Traffic Supervisor

responsible for maintaining 24- hour traffic operations.

643-1.05 CONSTRUCTIO N PHASING PLAN. Submit a Construction Phasing Plan for approval

no less than 5 working days prior to the preconstruction conference. Include the following:

643-1.06 TRAFFIC MAI NTENANCE SETUP. When shown on the bid schedule, Traffic

Maintenance Setup items are site specific and are detailed as individual TCPs on the plan sheets. They depict the method or schem e required to route traffic safely and efficiently when any of the following restrictions occur:

643-2.01 MATERIALS. Provide traffic control devices meeting the following requirements:

643-2.02 CRASHWORTHI NESS. Temporary Work Zone devices, including portable barriers,

manufacturered after December 31, 2019, must have been successfully test ed to the 2016 edition of Manual for Assessing Safety Hardware (MASH). Such devices manufacturered on or before this date, and successfully tested to National Cooperative Highway Research Program (NCHRP) Report 350 or the 2009 edition of MASH, may continu e to be used throughout their normal service lives. Submit documentation, by the method indicated on Table 643- 2, that the following devices comply with Test Level 3 requirements of NCHRP Report 350 or MASH. Submit documentation of compliance to the Engineer before installing devices on the project. TABLE 643 -2 WORK ZONE TRAFFIC CO NTROL DEVICE AND BARRIER CRASH TESTIN G COMPLIANCE 1 The Engineer will determine whether a device is in serviceable condition. Serviceable means the device will function equivalent to a new device of the same manufacture. 2 When no test level is specif ied in an FHWA Eligibility letter; it is implied that the tests were run for Test Level 3. In Table 643- 2, Category 1 devices that exceed the following weights and heights require certification that they meet the evaluation criteria of NCHRP Report 350 or MASH, Test Level 3. Category Devices Devices Manufactured Before Dec. 31, 2019 1 Devices Manufactured After Dec. 31, 2019 1 Method of Documentati on 1 Low-mass single -piece devices w/o attachments: traffic cones, tubular markers, single piece drums, delineators NCHRP 350, MASH 2009, or MASH 2016 MASH 2016 Manufacturer's Certification for devices exceeding height and weight limits 2 Category 1 dev ices with attachments, barricades, portable sign supports, drums w/lights, other devices weighing less than 100 pounds but not included in category 1 NCHRP 350, MASH 2009, or MASH 2016 MASH 2016 FHWA eligibility letter, if available, at Test Level 3 2, or DOT&PF eligibility determination 3 Fixed sign supports, truck mounted attenuators, temporary crash cushions, bridge railing, bridge and guardrail transitions, and guardrail and barrier end treatments. NCHRP 350, MASH 2009, or MASH 2016 MASH 2016 FHWA el igibility letter, if available, at Test Level 3 2, or DOT&PF eligibility determination Portable concrete and steel barriers NCHRP 350, MASH 2009, or MASH 2016 MASH 2016 FHWA eligibility letter, if available, at Test Level 3, or DOT&PF eligibility determination, unless otherwise required in the contract. 408 ALASKA 2020 This certification may be a one- page affidavit signed by the vendor. Documentation supporting the certification (crash tests and/or engineering analysis) must be kept on file by the certifying organization. No certification is required for devices less than or equal to both the weight and height on the schedule below:

643-3.01 GENERAL CON STRUCTION REQUIREMENTS . Keep the work, and portions of the

project affected by the work, in good condition to accommodate traffic safely. Provide and maintain traffic control devices and services inside and outside the project limits, day and night, to guide traffic safely. Unless otherwise provided in this Section, keep all roadways, business accesses, and pedestrian facilities within the project l imits open to traffic. Obtain the Engineer’s approval before temporarily closing residential, commercial, or street approaches. Provide access through the project for emergency vehicles and school and transit buses. Properly sign and/or flag all locations where the traveling public is redirected or stopped. Organize construction operations so the total of all construction related stoppages experienced by a vehicle traveling through the project does not exceed 20 minutes except when indicated otherwise in the Contract. Stop equipment at all points of intersection with the traveling public unless an approved TCP shows otherwise. Continue to operate all illumination and signalization according to the requirements of Subsection 660-3.09. When moving approach lanes, realign signal heads as necessary according to the ATM. Coordinate any modifications to existing traffic signals with the agency that maintains and operates them. Operate flood lighting at night according to the ATM. Adjust flood lighting so that it does not shine into oncoming traffic. Provide and maintain safe routes for pedestrians and bicyclists through or around traffic control zones at all times, except when regulations prohibit pedestrians or bicyclists. Immediately notify the Engineer of any tr affic related accident that occurs within the project limits as soon as an employee, or a subcontractor becomes aware of the accident.

643-3.02 ROADWAY CHA RACTERISTICS DURING CONSTRUCTION. Obtain an approved

TCP before reducing existing roadway lane and sh oulder widths and before starting construction. Maintain a clear area with at least 2 feet between the edge of traveled way and the work area. Use barricades, traffic cones, or drums to delineate this area. Place traffic control devices on the work side of the clear area. Space them according to the ATM. If maintaining traffic on an unpaved surface, provide a smooth and even surface that public traffic can use at all times. Properly crown the roadbed surface for drainage. Before beginning other grading oper ations, place sufficient fill at culverts and bridges to permit traffic to cross smoothly and unimpeded. Use part -width construction techniques when routing traffic through roadway cuts or over embankments under construction. Excavate the material or place it in layers. Alternate construction activities from one side to the other. Route traffic over the side opposite the one under construction. Device Composition Weight Height Cones Rubber 20 lb. 36 in. Plastic 20 lb. 48 in. Candles Rubber 13 lb. 36 in. Plastic 13 lb. 36 in. Drums Hi Density Plastic 77 lb. 36 in. Lo Density Plastic 77 lb. 36 in. Delineators Plastic or Fiberglass N/A 48 in. 409 ALASKA 2020 Detour traffic when the Plans or an approved TCP allows. Maintain detour routes so that traffic can proceed safely . When detours are no longer required, obliterate the detour. Topsoil and seed appropriate areas. If two -way traffic cannot be maintained on the existing roadway or detour, you may use half -width construction or a road closure if it is shown on an approved TCP. Make sure the TCP indicates closure duration and conditions. Schedule roadway closures so you do not delay school buses or peak -hour traffic. For road closures, post closure- start and road- reopen times at the closure site, within view of waiting traf fic.

643-3.03 PUBLIC NOTI CE. Give notice at least 3 days before major changes, delays, lane

restrictions, or road closures to local officials and transportation organizations, including but not necessarily limited to:

643-3.04 TRAFFIC CON TROL DEVICES. Before starting construction, erect permanent and

temporary traffic control devices required by the approved TCPs. The Engineer will determine advisory speeds when nec essary. For lane closures on multilane roadways, use sequential arrow panels. During hours of darkness when required by the approved TCP use flashing warning lights to mark obstructions or hazards and steady -burn lights for channelization. Use only one typ e of traffic control device in a continuous line of delineating devices, unless otherwise noted on an approved TCP. Use drums or Type II barricades for lane drop tapers. During non- working hours and after completing a particular construction operation, rem ove all unnecessary traffic control devices. Store all unused traffic control devices in a designated storage area which does not present a nuisance or visual distraction to traffic. If sign panels are post mounted and cannot be readily removed, cover them entirely with either metal or plywood sheeting. Completely cover signal heads with durable material that that fully blocks the view of signal head and will not be damaged or removed by weather. 410 ALASKA 2020 Keep signs, drums, barricades, and other devices clean at all times. Use only traffic control devices that meet the requirements of the “Acceptable” category in ATSSA (American Traffic Safety Services Association) “Quality Guidelines for Temporary Traffic Control Devices” and meet crashworthiness requirements per Section 643- 2.02. Immediately replace any devices provided under this Section that are lost, stolen, destroyed, inoperable or deemed unacceptable while used on the project. Stock repair parts for each Temporary Crash Cushion used on the project. Repair damaged crash cushions within 24 hours. Maintain pre- existing roadside safety hardware at an equivalent or better level than existed prior to project implementation until the progress of construction necessitates removing the hardware. All existing hazards that are currently protected with roadside safety hardware or new hazards which result from project improvements shall be protected or delineated as required in the plans, specifications, and approved TCPs until permanent roadside safety hardware is installed. All temporary roadside safety hardware shall meet crashworthiness requirements of 643- 2.02. All items paid under this Section remain the property of the Contractor, unless noted otherwise in the contract. Remove them after completing the project.

643-3.05 AUTHORITY OF THE ENG INEER . The Engineer will provide written notice when

conditions may adversely affect the traveling public’s safety and/or convenience. The notice will state the defect(s), the corrective action(s) required, and the time required to com plete the corrective action(s). If corrective action(s) are not completed within the specified time, the Engineer may immediately suspend work on the offending operations until the defect(s) are corrected. The Engineer may require outside forces to correct unsafe conditions. The cost of work by outside forces will be deducted from any monies due under the terms of this Contract.

643-3.06 TRAFFIC PRI CE ADJUSTMENT . A Traffic Price Adjustment, under Item

643.0023.____, will be assessed for unauthorized lane cl osures or reductions. Unauthorized lane reductions will be assessed as one full lane closure, for each lane reduced without authorization Authorized lane closures and/or lane reductions are those shown in the Contract, an approved TCP, or authorized in wri ting. Unauthorized lane reductions include unacceptable roadway, pedestrian walkway or route, and bicycle route or pathway surfaces, such as severe bumps, ruts, washboarding, potholes, excessive dust or mud, and non- conforming or out of place traffic cont rol devices. Failure to install temporary crash cushions or barriers, when required according to the Contract or TCP, is 413 ALASKA 2020 also considered an unauthorized lane reduction. The Engineer will make the sole determination whether unauthorized lane reductions or c losures are present. Adjustment Rates are listed in Table 643- 3. These rates are liquidated damages which represent highway user costs, based on Average Daily Traffic (ADT). The Engineer will use the rate shown for the current ADT for this project, as pub lished in the Regional Traffic Volume Report prepared by the Department's Planning Section. Adjustment rates for unauthorized reduction or closure of each lane of pedestrian walkways or route, and bicycle route or pathway, are the same as for one full road way lane closure. TABLE 643 -3 ADJUSTMENT RATES

643-3.07 MAINTENANCE OF TRAFFIC DURING S USPENSION OF WORK . Approximately one

month before work is suspended for the season, schedule a preliminary meeting with the Engineer and Maintenance & Operations to outline the anticipated roadway condition and the work expected to be completed before shutdown. Schedule a field review with the Department for winter maintenance acceptance. At the field review the Engineer will prepare a punch list for implementation before acceptance. To be relieved of winter maintenance responsibility, leave all roads with a smooth and even surface for public use at all times. Properly crown the roadbed surface for drainage and install adequate safety facilities. Make sure all illumination and signals, including vehicle detectors, are in good working order. After the project is accepted for winter maintenance and until you are ordered to resume construction operations, the Department is responsible for maintaining the facility. The Department will accept maintenance responsibility only for portions of the work that are open to the public, as determined by the Engineer. The Department will not accept maintenance responsibility for incomplete work adjacent to accepted roads. You are responsible for maintaining all other portions of the work. The Engineer will issue a letter of “Acceptance for Winter Maintenance” that lists all portions of the work that the Department will maintain during a seasonal work suspension. You retain all contractually required maintenance responsibilities until receipt of this letter. If you suspend work due to unfavorable weather (other than seasonal) or due to your failure to correct unsafe conditions, carry out Contract provisions, or carry out the Engineer’s orders, you must bear all costs for traffic maintenance during the suspended period. When you resume work, replace or rene w any work or materials lost or damaged during temporary use. If the Department caused damage during winter suspension, payment will be made for repairs by unit pay item or in accord with Subsection 109- 1.05, Compensation for Extra Work. When the Engineer directs, remove any work or materials used in the temporary maintenance. Complete the project as though work has been continuous.

643-3.08 CONSTRUCTIO N SEQUENCING . The construction sequencing detailed in these

provisions, the Special Provisions, and the Pl ans is suggested only. You may propose alternative construction sequencing. Published ADT Dollars/Minute of Unauthorized Lane Reduction or Closure Less than 1,000 $2 1,000 -4,999 $10 5,000 -9,999 $30 10,000+ $40 414 ALASKA 2020 Throughout the project, maintain the existing roadway, pedestrian walkway or route, and bicycle route or pathway configuration (such as the number of lanes and their respective wi dths) except for restrictions to traffic allowed in the Special Provisions or on the Plans, and addressed through approved TCPs. A restriction to traffic is any roadway surface condition, work operation, or traffic control setup that reduces the number of lanes or impedes traffic. Obtain an approved TCP before restricting traffic. Do not restrict traffic or shut down signals during the times listed in the Special Provisions.

643-3.09 INTERIM PAV EMENT MARKINGS . Place permanent or interim pavement markings

according to this Subsection, details shown on the Plans, approved TCPs, and Parts III and VI of the ATM before opening existing paved roadways, temporary paved roadways, detours, interim paving lifts, and roadways with seal coats and surface treatments for more than one continuous work shift. This work may include restriping the existing roadway before beginning construction, before seasonal suspension, and/or after seasonal suspension. Remove conflicting pavement markings according to Subsection 670- 3.04, P aint Removal. Pavement markings that are temporarily conflicting (markings that will be restored when construction is complete) may be removed according to Subsection 670- 3.04 or covered with black removable preformed marking tape. Mark existing roadway s ections that will be opened to traffic during the winter. Mark over the existing lines and markings, unless shown otherwise on the Plans or an approved TCP. Maintain all interim pavement markings for their intended life including reapplication when necessary. There will be no compensation to upgrade interim pavement markings required for work operations lasting up to 2 weeks. Use only temporary raised pavement markers or removable preformed retroreflective marking tape as interim pavement markings on final pavement surfaces. Completely remove and dispose of them when placing the final markings. Completely remove any residual adhesive that might misguide motorists. Place final pavement markings on finished pavement surfaces and interim pavement surfaces befor e suspending work for the winter. Stage construction to avoid routing traffic over conflicting markings for more than one continuous workshift. If traffic is routed over conflicting markings during a work shift, delineate the roadway with a complement of w arning signs, channelizing devices, and flaggers as required by the ATM. Use only temporary raised pavement markers meeting Subsection 712- 2.16 as interim markings on seal coat and surface treatment pavements. Install the markers according to the manufacturer’s instructions before applying the asphalt surface material and cover coat. Remove the vinyl protective covers after applying the asphalt pavement. On multicourse surface treatments, install the temporary raised pavement markers after applying the full width of the first layer of cover coat. Install the markers on each day's completed surface before removing the pilot car operations and allowing unescorted traffic on the surface treatment. Do not place final pavement markings until traffic has traveled over the seal coat or surface treatment for at least 14 days. Apply final pavement markings within 10 days of completing the final sweeping or brooming of the mainline seal coat or surface treatment.

643-3.10 LIGHTING FO R NIGHT WORK. Illuminate the night work areas according to Table

643-4. Table 643- 4 does not provide a comprehensive list of operations that require lighting. Provide lighting for other operations when necessary. 415 ALASKA 2020 Use balloon lighting as the main light sources. Do not use floodlights with out prior approval by the Engineer. When approved, install floodlighting in a manner that minimizes glare for motorists, workers, and residents living along the roadway. Locate, aim, louver, and/or shield light sources to reduce glare. The Engineer sh all be the sole judge of when glare is unacceptable, either for traffic or for adjoining residences. When notified of unacceptable glare, modify the lighting system to reduce glare to an acceptable level. TABLE 643 -4 NIGHT WORK ILLUMINAT ION EQUIPMENT AND L OCATION REQUIREMENTS If the Contractor fails to provide required lighting equipment or pro vides lighting that creates unacceptable glare, the Contractor shall cease all construction activities that require illumination, including flagging operations, until the condition or conditions are corrected. Use lighting equipment in good operating condi tion and that complies with applicable state and local adopted codes and standards, and OSHA, NEC, and NEMA requirements. Provide suitable brackets and hardware to mount lighting fixtures and generators on machines and equipment. Design mountings so lights can be aimed and positioned as necessary to reduce glare. Locate mounting brackets and fixtures so they don’t interfere with the equipment operator or overhead structures. Connect fixtures securely in a manner that minimizes vibration. Ensure ground, trai ler, and equipment -mounted light towers or poles are sturdy and freestanding without the aid of guy wires. Towers shall be capable of being moved as necessary to keep pace with the construction operation. Position ground and trailer -mounted towers and trai lers to minimize the risk of being impacted by traffic on the roadway or by construction traffic or equipment. Raise trailer or equipment mounted lights to maximum height, except do not exceed the clearance required for overhead objects such as overhead si gnals, overhead signs, trees, aerial utilities, or bridges. Aim and adjust lights to provide the required light levels. Provide uniform Type of Work or Equipment Lighting Configuration Paving, Milling, Striping, Pavement Marking Removal, Rumble Strip Installation At least one machine -mounted balloon light of at least 2000 watts. Provide additional lights or wattage if necessary to provide complete coverage. Rolling, pavement sweeping At least 4 sealed beam halogen lamps in the front and four in the back. Each should be at least 55 watts. Flagging One balloon light of at least 2000 watts, located within 30 feet of the flagger location. Locate so the flagger and the flagging location are illuminated. Provide additional lights or wattage if necessary to provide complete coverage of the flagging location. Truck Crossings where haul vehicles cross or enter a road wit h more than 10,000 ADT, or where the haul vehicle crossing or entering location is controlled by portable traffic signals or flaggers At least one balloon light of at least 2000 watts, located on the main road on the far right side of the intersection. Loc ate light within 30 feet of the edge of the side street. If there is a flagger at the crossing, locate the lights or lights so the lighting requirements for Flagging are also satisfied. 416 ALASKA 2020 illumination on the hopper, auger, and screed areas of pavers. Illuminate the operator’s controls on all machines unifor mly. Furnish each side of non -street legal equipment with a minimum of 75 square inches high intensity retroreflective sheeting in each corner, so at least 150 square inches of sheeting is visible from each direction. Provide red sheeting on the rear of t he equipment and yellow sheeting elsewhere. Existing street and highway lighting and conventional vehicle headlights may supplement but do not relieve the Contract requirement to provide lighting for night work, according to the requirements of Table 643- 4. Provide sufficient fuel, spare lamps, spare generators, and qualified personnel to ensure that all required lights operate continuously during nighttime operations. Ensure generators have fuel tanks of sufficient capacity to permit operation of the lighting system for a minimum of 12 hours. In the event of any failure of the lighting system, discontinue the operation that requires illumination until the required level and quality of illumination is restored. Maintain a supply of at least twenty emergenc y flares for use in the event of emergency or unanticipated situations. Comply with local noise ordinances. Install all post -mounted electroliers located within the clear zone, on NCHRP 350 or MASH compliant breakaway bases.

643-3.11 HIGH VISIBI LITY GARMEN TS. Ensure all workers within project limits wear outer

garments that are highly visible and comply with the following requirements:

643-4.01 METHOD OF M EASUREMENT . See Section 109 and as follows. Quantities will not be

measured during winter suspension of work.

643-5.01 Basis of Pa Yment .

644-1.01 DESCRIPTION . Furnish and maintain facilities and services specified in the Contract for

the Department’s project administrative personnel to use during the project. Services include heat, electrical power (NEC compliant), water and any others required to operate the facilities. All furnished facilities remain your property when you complete the work.

644-2.01 FIELD OFFIC E. Furnish and maintain a suitable off ice for the Engineer to use during

construction. If this office is part of your building, completely partition it from the rest of the structure and provide a separate outside door equipped with a lock. Provide a suitable stove or other heating device with fuel. Furnish adequate electrical lighting and 120- volt, 60 -cycle power. Construct the office with at least 500 ft 2 of floor space and at least 60 ft2 of window area, along with adequate ventilation. Provide at least 12 feet of shelf space. Equip the fiel d office with sanitary facilities. Provide janitorial services at least weekly. Furnish and install a high speed internet service and three telephones, with all necessary ancillary equipment. Unless approved in advance by the Engineer, the internet system shall consist of Digital Subscriber Line service, or better, and shall have a send and receive capability supporting 10.0 Mbps download speed or higher and 2.0 Mbps upload speed at all times. The internet system shall have an unlimited monthly data usage, or 50 GB minimum, if approved by the Engineer. Include a wireless router and an appropriately sized battery backup for the internet system. The system shall be for the exclusive use of the Engineer. The telephone system shall consist of commercially avai lable telephones with the necessary equipment for each line. Provide one telephone that includes a built in digital answering machine. Internet and telephone service shall be supplied and operational no more than two weeks after the field office has been set up on site. Service plans shall be provided and remain in effect for the duration of the use of the field office. All long distance calls made by State personnel will be paid by the State. Installation and maintenance fees, local calls, connection fees and internet service provider fees, and all other fees shall be paid by the Contractor. Provide at least one designated handicap parking space. Make the field office accessible according to the requirements of 2006 U. S. DOT ADA Standards for Transport ation Facilities. Make the field office available for occupancy 2 weeks before commencing work on the project through one week after project completion.

644-2.02 FIELD LABOR ATORY. Furnish and maintain a field laboratory for the Engineer to use

exclusively throughout the contract. Provide a completely functional installation 2 weeks before commencing construction work through one week after Project Completion.