Annex J Maintenance - Surfaced and Unsurfaced Areas - 18 Feb 22.pdf

Annex J (CLS 420 Surfaced and Unsurfaced Areas) FRAGO 1 to OPORD18-011:

IMCOM Enterprise Base Operations (BASOPS) Performance Work Statement (U)

Annex J

Maintenance – Surfaced and

Unsurfaced Areas

15 March 2021

Annex J (CLS 420 Surfaced and Unsurfaced Areas) FRAGO 1 to OPORD18-011:

IMCOM Enterprise Base Operations (BASOPS) Performance Work Statement (U)

Table of Contents

1.0 GENERAL INFORMATION

1.1 Overview

1.2 Components

1.2.1 Surfaced and Unsurfaced Areas

1.3 Work Management and Control

1.3.1 Reporting Requirements

1.3.2 Publications and Forms

2.0 DESCRIPTION OF SERVICES

2.1 Surfaced and Unsurfaced Areas

2.1.1 Pothole Repair

2.1.2 Road Pavement Marking

2.1.3 Range Road Maintenance

2.1.4 Tank Trails

2.1.5 Bridge Maintenance

2.1.6 Retention Pond Maintenance

2.1.7 Army Airfield Pavement Maintenance

2.1.8 Maintenance of Existing Railroad Tracks

2.1.9 Berms/Bunkers

Annex J (CLS 420 Facilities Maintenance Horizontal) FRAG 1 to OPORD18-011:

IMCOM Enterprise Base Operations (BASOPS) Performance Work Statement (PWS)

1.0 General Information.

1.1 Overview. The Contractor shall perform maintenance and repair of surfaced areas, including asphalt and cement concrete pavements, roadways, parking lots, trails, shoulders culverts, gravel and earth surfaced areas, bridges, and associated structures and appurtenances, range camps, and outlying areas, and associated structures at Fort Wainwright. Work shall be performed by qualified personnel in accordance with (IAW) applicable laws, regulations listed in part 7.2 and 7.2.1 of the PWS Base Operations Document.

1.2 Components.

1.2.1 Surfaced and Unsurfaced Areas. The Contractor shall perform maintenance and repair of established Surfaced areas covered under this contract that include, but are not limited to, the following:

a. Paved (bituminous and concrete) and unpaved roadways, trails, and shoulders

b. Paved (bituminous and concrete) and unpaved parking areas

c. Sidewalks and walking trails

d. Curbs

e. Vehicle storage and staging yards

f. Maintenance yards

g. Supply yards

h. Bridges and culverts

i. Fire Breaks at Ranges and associated structures and appurtenances

j. Berms and Bunkers

All work shall be performed by qualified personnel in accordance with applicable laws, regulations, applicable UFCs, and Government-developed annual and long range plans and shall employ, to include but not limited to, Root Cause Analysis methods of problem solving and deliver workable options to the KO/COR for consideration. Conduct all work in accordance with TE 54.

1.2.1.1 Surfaced and Unsurfaced Areas Management and Control.

a. Preventive Maintenance Plan. The Contractor shall provide a preventive maintenance (within 30 days) a plan for surfaced and unsurfaced areas as a part of the Quality Control Plan. The schedule shall include by day and activity what task is to be completed and the location of the task.

b. Comply with all environmental requirements for performing repairs and maintenance.

c. Safety. Slow moving equipment used on roads that may create an unsafe condition shall be equipped with rotating or flashing amber lights. Contractor personnel performing services on or adjacent to roadways shall be equipped with reflective vests, hard hats, traffic cones and any other safety equipment to conform to current safety

Annex J (CLS 420 Maintenance – Surfaced and Unsurfaced Areas) FRAGO 1 to OPORD18-011: IMCOM Enterprise Base Operations (BASOPS) Performance Work Statement (U) regulations. Contractor personnel acting as road guides shall follow OSHA regulation and at minimum personnel shall carry an 18" square flag of reflective material, yellow-orange in color. During hours of darkness, road guides shall also be equipped with a red light sufficient in brightness for visibility to by approaching motorists from a distance of at least 50 yards. Guides shall use correct hand signals.

d. Traffic Flow. The Contractor shall maintain the free flow of traffic during paving repairs and any other work that will compromise traffic flow through the use of traffic control methods or devices, including flagmen, traffic cones, detour signs, signal devices, and flashers. The Contractor shall notify, in writing, the KO/COR, Fire Department, DES, and Bassett Army Community Hospital a minimum of seven days in advance of any scheduled or potential disruption of traffic flow, including closure of streets. The Contractor shall notify the KO/COR, Fire Department & DES before executing any routine or emergency DMO work that requires potential disruption of traffic flow. The Contractor shall keep a log of all potential disruptions and provide a copy to the KO/COR on a monthly basis. All flaggers shall have a valid American Traffic Safety Services Association (ATSSA) flagger certification. After receiving approval for major closures the contractor may be required to present the traffic control plan during public forums at Fort Wainwright such as the “Senior Leader Update”.

1.2.1.2 Maintenance and Repair of Barriers

a. Guardrails. The Contractor shall repair and replace damaged guardrails and guardrail posts with new materials that match existing materials. The Contractor shall install guardrails along roads where hazardous conditions exist. Guardrails installed, replaced or constructed shall meet the Alaska Department of Transportation Standards.

The Contractor shall provide temporary barriers as directed by DES through the COR.

b. Barricades and Lighting Devices. The Contractor shall install, replace, remove, and inspect permanent and mobile barricades of all types, cones, drums, vertical panels, and lighting devices that warn drivers of hazards created by construction, maintenance, and storm damage in or near traveled areas and which guide and direct drivers safely past the hazards.

c. Bumper Blocks. The Contractor shall install, replace, remove, and inspect concrete, plastic, wood, and metal bumper blocks used in parking areas, roadways, hazardous areas adjacent to buildings, signs, and fences to keep vehicles from protruding past the designated parking boundaries.

1.2.1.3 Paved Surface Sweeping.

Road surface cleaning and sweeping will begin at the end break up each year and continue for the period of April - September. The COR will provide the Project Manager one (1) work week advance notification of when road cleaning and sweeping maintenance is to begin. Contractor shall perform these tasks to the following standards.

1. The Contractor shall sweep, vacuum, and use magnetic sweeping equipment to remove from road surfaces chip gravel, stones, litter, metallic fragments of one-sixteenth inch (1/16) in size or dimension, and all other similar debris found along road surfaces and shoulders.

2. The Contractor will be responsible for maintaining air quality standards as required by 42 USC 7401 and 18 AAC 50 in relation to fugitive dust generation. The Contractor shall apply water to road surfaces when necessary to reduce fugitive dust concentrations.

3. The Contractor shall ensure all road intersections are clean and free of accumulations of chip gravel and other similar debris materials from the previous winter season’s application for traction control.

4. The Contractor shall post traffic-warning signs in the immediate work site area. The Contractor shall remove these signs as soon as the work is complete or at the end of each workday.

Annually-After breakup Parking lots and paved surfaces All paved surfaces including parking lots will be swept of debris and chip gravel left from winter season. Parking lot sweeping of winter season chip application must be completed within 30 days after notice to begin is issued by the COR/ACOR.

Airfield All access points will be swept to remove debris left behind from snow removal operations. Designated areas will be swept once in the spring and monthly May through September.

Seasonal Monthly (May – September) All paved surfaces will be swept monthly.

1.2.1.4 Paved Surfaced Area Cleaning. The Contractor shall manually clean sidewalks, gutters, and other areas inaccessible to mechanical sweepers associated with the above listed paved surfaces to remove rock, sand, dirt, and debris. The Contractor shall remove all growth in the cracks and joints in all pavement and medians.

1.2.1.5 Parking Lot Painting. The Contractor shall paint parking lots. Parking lot painting shall conform to current Local, State and Federal standards with regards to surface preparation, paint application, and markings. The Contractor shall paint over any unauthorized parking markings, or curb signage unless explicitly allowed by Regulations. The Contractor shall install if necessary and maintain stop blocks in parking lots. Parking space lines, directional arrows, and other markings shall be repainted as required to ensure clear visibility. The Contractor shall be responsible for putting up and removing any necessary safety and closure barriers (e.g., cones and signs). All paved parking lots shall be painted once every four years. The Contractor shall coordinate paint scheduling with the facility occupants and closing parking lots as necessary to complete the activity. Schedule shall be provided for review to the KO/COR within 15 calendar days of the start of the contract. KO/COR approval or comments will be provided to the Contractor within 15 days. User may request repainting based on mission requirements. This unscheduled repainting will be accomplished through a DMO.

1.3 Work Management and Control.

1.3.1 Reporting Requirements. The Contractor shall prepare, submit, and maintain all maintenance records, files, and reports in General Fund Enterprise Business System

(GFEBS).

1.3.2 Publications and Forms. Specific publications and forms required for the accomplishment of work described in this CLS service are listed in Section 7.2 and 7.2.1 of the Base Operations PWS.

2.0 Description of Services.

2.1 Surfaced Areas. The Contractor shall perform corrective paving actions as needed to surfaced areas, including but not limited to: adding dirt and gravel to roadways and parking areas, repairing asphalt, regrading, repainting, repairing potholes, clearing drainage areas, and repairing guardrails. The Contractor shall maintain and repair all paved surfaces, including flexible and rigid pavements, paved roads, paved parking areas, sidewalks, recreational areas, road shoulders, drainage systems, ramps, bridge surfaces, curbs, gutters, and erosion control areas, to include but not limited to all airfield paved surfaces.

2.1.1 Pothole Repair. Potholes shall be repaired IAW established approved plans, technical manuals, Unified Facilities Criteria (UFC), and Army Regulations included in Section 7.2 and 7.2.1 of the Base Operations PWS. The Contractor shall perform repairs using the same material as the adjacent areas.

2.1.1.1 Maintenance and Repair of Bituminous and Cement Concrete Pavement. The Contractor shall maintain paved surfaces of all types in a good state of repair with uniformity in appearance, at the original alignment and elevation, and free of damage, vegetation, potholes, scaling, spalls, surface breaks, and cracks. In order to provide smooth and safe surfaces, the Contractor shall keep surfaces free of potholes and road hazards. Work shall include, but not be limited to, repairing concrete surfaces, asphalt surfaces, and expansion joints. Items to be maintained include, but are not limited to, plant mix cold laid, plant mix hot laid, sand asphalt, sand tar, rock asphalt, and bituminous penetration macadam. All repair work shall be performed IAW all Local, State, and Federal specifications.

a. Spot Repair. Inspect surfaces for defects and permanently repair asphalt roadway and potholes with a hot or cold mix asphalt repair. Temporary patches may be placed if weather does not permit a permanent patch. The permanent patch shall be placed as soon as the weather allows. The Contractor shall repair potholes, upheavals, and eruptions of asphalt around fire plugs, in asphalt drainage ditches, and on all bituminous surfaced areas. The Contractor shall repair, replace, and clean up cracks, grade depressions, upheavals, utility cut depressions, potholes of various sizes, raveling, bleeding, channel ruts, corrugation and shoving, fuel spillage, poor drainage, weathering, poor bituminous materials, aggregate deficiencies, overheating, improper mixing of material, poor proportioning, placement errors, plant mixed materials, and aggregate surfaces, sub-grades, sub-bases, and base.

b. Shoulders. All road shoulders shall be level with, or no more than 2 inches below the surfaced or unsurfaced road and smooth after compaction. The Contractor shall maintain and repair road shoulders to protect the basic pavement structure, eliminate traffic hazards, and ensure proper drainage. The Contractor shall accomplish this requirement by leveling ruts and washes, filling in low areas, and cutting down high areas to achieve proper grade and slope. The Contractor shall maintain all roadsides and intersections to ensure unobstructed visibility of all signs, markers, guardrails, and fire hydrants not belonging to Fort Wainwright Water. Undesirable vegetation shall be controlled within 12 feet of the pavement edge. If herbicides are used the Contractor shall coordinate the herbicide usage with the DPW prior to their application and perform work in accordance with the Installation Pest Management Plan.

c. Record. The Contractor shall keep a record documenting the date that a bituminous or cement concrete pavement and/or road shoulders is patched or repaired.

2.1.1.2 Gravel and Other Unpaved Surfaces. The Contractor shall maintain gravel and other unsurfaced roads, access roads, driveways, and parking lots by blading or dragging the surface until all ruts, holes, and washboards are filled. The surface shall be shaped to maintain a smooth riding surface and a uniform crown that permits proper drainage without pooling of water; the Contractor shall add material in kind as needed to repair parking lots, open storage areas, roadways, and other unpaved surfaces. Finished surfaces shall match existing grade and drainage patterns.

2.1.2 Road Pavement Marking. The Contractor shall mark pavement in dry weather when the temperature exceeds 40F. The Contractor shall be responsible for putting up and removing any necessary safety barriers (e.g., cones and signs).

a. Paint Removal on Surfaced Areas. Prior to application of paint, the Contractor shall remove all existing paint from surfaced areas where the buildup of paint creates a tripping hazard to pedestrians or a hazard to bicyclists, motorcycles, and wheelchairs;

where the buildup of paint is detrimental to the application and/or the durability of the new paint (or other marking material). This includes, but is not limited to: all street and curb markings, special parking markings, road speed limits painted on the surfaces, caution lines, yield lines, crosswalks, and directional markings.

b. Road Striping and Marking

i. The Contractor shall inspect and paint all asphalt and concrete paved roads.

Road striping shall conform to all current Local, State and Federal specifications and standards in regards to surface preparation, paint application, and markings. Paint striping and marking shall be IAW the Manual of Uniform Traffic Control Devices (MUTCD) for Streets and Highways. Paint shall be applied in white and yellow and shall conform to American Association of State Highway and Transportation Officials (AASHTO) M247 (1991I), ready mixed traffic paints, Fed Spec TT-P-1952D or thermoplastic paint federal specifications TTP-1952E, type III. Reflective beads shall conform to AASHTO M247 and Fed Spec TT-B-1325C. Contractor Road striping includes, but not limited to: all curb markings, special parking markings, road speed limits painted on the surfaces, caution lines, yield lines, directional markings, and road beading. The Contractor shall be responsible for putting up and removing any necessary safety and closure barriers (e.g., cones and signs). The Contractor shall keep a record documenting the dates that a road, intersection, or crosswalk is painted.

ii. The Contractor shall also block out white and yellow lane markings on paved roadways when no longer required by applying asphalt emulsion oil with sand to existing asphalt surfaces. If necessary, the Contractor may schedule around peak usage times to accomplish the task.

2.1.2.1 Crosswalk Painting. The Contractor shall paint crosswalks and maintain crosswalks and school signs as identified in TE 49, List of Crosswalks. The Contractor shall provide a PM schedule for painting of crosswalks on Fort Wainwright. Schedule shall be provided for review to the KO/COR within 15 calendar days of the start of the contract. Approved schedule shall be provided to the KO/COR every month thereafter.

Crosswalk painting shall conform to all current Local, State and Federal specifications and standards in regards to surface preparation, paint application, and markings. The Contractor shall be responsible for putting up and removing any necessary safety and closure barriers (e.g., cones and signs).

2.1.3 Range Road Maintenance. The Contractor shall perform annual maintenance, grading, and graveling of range roads identified in TE 02. Replacement gravel shall match the existing surface, unless otherwise directed by the KO. Work on these range roads shall conform to the Department of Transportation Gravel Roads Constructions and Maintenance Guide.

2.1.3.1 Firebreak and Other Unpaved Roads. The Contractor shall provide grading and other services of Main Supply Routes (MSR) and other important gravel/earth surfaced areas, to include fire breaks on the Ranges as needed to provide safe vehicle passage and maintain integrity of roads. Required grading may be either rough or fine. The Contractor shall perform the tasks below on a recurring or scheduled basis and shall inspect, take corrective action and record the work under approved PMO. MSR roads shall be properly graded and fire breaks shall be cut at a minimum twice each year, depending on weather and fire conditions on the Ranges; fire break surfaces shall be graded or dragged, ruts and holes filled and leveled to permit passage of firefighting equipment, and to prevent erosion, width of firebreaks shall be no less than 12 feet and no more than 24 feet, MSR and Fire Breaks are listed in TE 51, Fort Wainwright Firebreak Roads (Maps with Legends).

2.1.4 Tank Trails. N/A

2.1.4.1 Grading Roads and Trails. The Contractor shall grade the full width and length of downrange roads to include roadsides and shoulders. The Contractor shall not enter downrange impact areas or small arms ranges without approval of the Range Control Officers. Work on small arms ranges and impact areas shall be coordinated with the Government representative responsible for these areas 10 calendar days in advance of scheduled performance. Clearance to enter impact areas shall be confirmed on the date of scheduled performance before Contractor employees are dispatched to work sites inside impact areas or at small arms ranges. Grading on unpaved roads shall be performed to repair surface defects and irregularities (holes, ruts, corrugations, and washouts. Soils may be taken from parallel ditches and used to fill holes and restore uniformity of grade and crown. Graded roads shall have slopes perpendicular to the centerline of about ½” per foot (4%) while forming a crown at the centerline. Range Command personnel will assist in establishing list of MSR roads and any other important gravel/earth surfaced areas.

2.1.5 Bridge Maintenance. The Contractor shall perform maintenance and repairs, for all bridges listed in TE 11 Vehicle and Pedestrian Bridges List. The maintenance, repair, schedule, and methods shall be approved by the KO/COR. Loose or damaged hardware and other defects on Bridges shall be repaired or replaced. This does not include structural repairs. Bolts, nuts and other hardware on bridges shall be tightened.

Damaged wood and metal, guardrails, surfaces, and other components shall be repaired or replaced. Transitions shall be smooth. All bridges, major culverts, retaining walls, and appurtenances shall be maintained and repaired per requirements in FHWA Bridge Inspector’s Reference Manual and as noted in the Army Corps of Engineers periodic inspections and recommendations.

2.1.6 Retention Pond Maintenance. N/A

2.1.7 Army Airfield Pavement Maintenance. The Contractor shall perform annual maintenance and repairs, identified by the ERDC report, for all Army airfield pavements listed in TE 2, Area Maps. The maintenance, repair, schedule, and methods shall be approved by the KO/COR.

2.1.7.1 Airfield Maintenance General. Contractor shall be responsible for the maintenance and repair of airfield pavements, grounds and signs at Fort Wainwright consists of the runways, taxiways and apron area. Work shall be performed IAW FAA standards. The majority of the pavements are concrete. Personnel working on Fort Wainwright shall notify Air Operations and follow all instructions given by Air Operations.

Personnel shall be in radio contact with the control tower. Personnel shall be trained in rules governing driving on airfields. Contractor shall not create any foreign object debris Foreign Object Debris (FOD) on the paved areas. Any FOD that is created shall be removed immediately. FOD is any object located in an inappropriate area of the airfield which has the capacity to injure personnel and/or to damage aircraft. FOD may include but not be limited to, tools and hardware, pieces of pavement, building materials, rocks, sand, luggage, wildlife, other uncontrolled supplies and materials. When thrown by jet blast FOD may damage engine components, other aircraft or personnel. The contractor shall also develop an airfield pavement evaluation, operation and maintenance, repair, and replacement program IAW, but not limited to, ARMY TMS-826-6 & AFJMAN 32- 1038; submit findings to DPW for project development if not executed by the contractor.

Submittal required for approval.

Sealing Joints and Cracks. The Contractor shall comply with UFC 3-250-08FA, latest revision, to ensure the quality of joint and crack sealing or resealing of bituminous and Portland cement pavement. For asphalt crack repair the Contractor shall comply with UFC 3-270-02, latest revision, in sealing cracks in asphalt concrete pavements to protect pavement structure from premature failure. Weakened pavement structure can result in load-related failures such as alligator cracking.

2.1.7.3 Asphalt Maintenance and Repair (M&R): Contractor shall comply with UFC 3- 270, latest revision, of asphalt pavements is to extend the useful life of the pavement, maintain a smooth riding surface, and prevent water from entering the underlying soil.

Contractor shall comply with all applicable regulations, standards, codes governing airfield pavement replacement and repair.

2.1.7.4 Marking of Airfield Pavement: Contractor shall comply with UFC 3-260-05A, latest revisions, to ensure all runway and taxiway markings are maintained. Contractor shall complete airfield Pavement markings bi-annually.

2.1.7.5 Rubber Removal. The Contractor shall remove rubber from the runway annually.

A friction survey shall be performed immediately before and after the rubber removal.

Survey results shall be submitted to the Airfield Manager, the KO/COR, and retained on file by the Contractor.

2.1.7.6 Vegetation Control. Contractor shall perform vegetation control maintenance as follows:

a. The contractor shall clear vegetation along runways and taxiways, blading of unpaved access and perimeter roads is permitted. The Contractor shall coordinate grounds maintenance with Migratory bird season restrictions.

b. Quarterly the Contractor shall inspect and provide vegetation control services of all paved surfaces, graded shoulders, fence lines, red-rock areas and grassed areas.

Primary means of vegetation control shall be herbicide application.

2.1.7.7 Grounding points and Lighting Protection System (LPS). See CLS 411 Facilities Maintenance Vertical Section 2.20.

2.1.7.8 Airfield Fencing and signs. Contractor shall be responsible for the maintenance and repair of approximately 11 miles of perimeter fencing around Fort Wainwright, and 4 miles of airfield fencing. Vegetation and trash accumulations along the fence line shall be removed. Erosion or undercutting below the fence line shall be repaired.

2.1.7.9 Helipads. N/A

2.1.7.10 Load scales. Please refer to section 2.30.4 of CLS 411 Facilities Maintenance Vertical.

2.1.7.11 Fort Wainwright Army Airfield Aircraft Arrestor System (AAS). The maintenance of the AAS is covered in the Attachment 4 – Facility Maintenance CLS 411 PWS.

2.1.8 Maintenance of Existing Railroad Tracks. N/A

2.1.8.1.1 Railroad and Railroad Signals. N/A

2.1.8.1.2 Turnouts. N/A

2.1.8.1.3 Maintain Signage and Markings. The Contractor shall maintain signage and pavement markings at grade crossings in accordance with the Manual of Uniform Traffic Control Devices (MUTCD). All grade crossings shall be marked with Department of Transportation (DOT) crossing numbers and emergency contact phone numbers.

2.1.8.2 Semi-Improved Grounds (Common Areas) Track Access. N/A

2.1.8.3 Range Area Railroad Track Access. N/A

2.1.8.4 Disposal. N/A

2.1.8.5 Cutting Standards. N/A

2.1.8.6 Grounding. N/A

2.1.8.7 Temporary Rail Closure. N/A

2.1.8.8 Switch Preventive Maintenance. N/A

2.1.8.9 Pre-Movement and Inclement Weather Inspections. N/A

2.1.9 Berms/Bunkers. The Contractor shall maintain berms and ammunition bunkers in accordance with all Local, State, and Federal codes and standards to include current Ammunition and Explosives Safety Standards. All bunkers shall be inspected and maintained annually (backfilled with new soil, graded, dressed). Ammunition Berms/Bunkers are listed in TE 50, List of Ammunition Bunkers. The Contractor shall provide an annual maintenance schedule 15 calendar days after the start of the contract and provide update report monthly.

i. The Contractor shall notify the affected facilities and advise the KO/COR about the status of the water. Information shall include street location, indication of how the break occurred, area affected by the water outage, and the contractor at the job site.

Additional descriptive information may be required.

b. Excavation and Backfilling. If excavation and backfilling are required, the Contractor shall erect barricades prior to commencement of work and remove them after the work is complete. Backfilling shall be accomplished with dry sand, pea gravel, or compactable dirt. The Contractor shall place components on sand or dirt compacted every 2’ at 90% compaction. No gravel or rock larger than 1/2” diameter shall be allowed to contact the utility. The Contractor shall place, above the repaired utility, tracer wire and magnetic tape 6” to 12” in the backfill. Dirt from the excavation shall be removed from the area and disposed of IAW local, state, and Federal Regulations. At the completion of the project, the Contractor shall restore the site to its prior existing conditions, e.g., paving, landscaping, or rock blanket.