Attachment H - YUMA Annex J CLS 420 Facilities Maintenance Horizontal 11-23-21.docx

Annex J

Facility Maintenance – Horizontal

11-23-21 Annex J (CLS 420 Facilities Maintenance Horizontal) to OPORD18-011: IMCOM Enterprise Base Operations (BASOPS) Performance Work Statement (PWS) Templates (U)

Table of Contents

1.0 General Information.

1.1 Overview. The Contractor shall perform maintenance and repair of surfaced areas, including asphalt and cement concrete pavements, gravel and earth surfaced areas, and associated structures. The Contractor shall inspect, repair, and maintain the components associated with facilities listed in real property records. Work shall be performed by qualified personnel in accordance with (IAW) applicable laws and regulations.

1.2 Components.

1.2.1 Surfaced Areas. Surfaced areas covered under this contract include, but are not limited to, the following.

a. Paved and unpaved roadways, trails, and shoulders

b. Paved and unpaved parking areas

c. Sidewalks

d. Curbs

e. Vehicle storage and staging yards

f. Maintenance yards

g. Supply yards

1.2.2 Test Support. The Contractor shall provide heavy equipment support (Government-owned) listed in Technical Exhibit TE #32 Heavy Equipment List. This support requires trained heavy equipment operators and work schedule is subject to unpredictability in the test mission operations. The Contractor's responsibility includes but is not limited to the following general areas:

a. Test-Site Maintenance and Repair

b. Moving of Test Site Material

c. Test course maintenance

1.3 Work Management and Control.

1.3.1 Reporting Requirements. The Contractor shall provide a weekly list of all roads and test courses maintained the previous week to the COR. The Contractor shall annually update the Unpaved Roads Maintenance Schedule, at TE #16, Roads and Test Courses, and submit to the COR during the month of October. The schedule shall include recommendations on increases and decreases of maintenance frequencies and additions and deletions of roads and trails.

1.3.2 Test Coordination. The Contractor shall coordinate with all divisions of the Yuma Test Center and attend the weekly test scheduling meeting. Test mission work shall be properly planned to ensure that test setups are complete, and work is accomplished to meet test objectives.

1.3.3 Test Support. The Contractor shall perform all heavy equipment support required by the testing mission at YPG. This support requires trained heavy equipment operators and work schedule is subject to unpredictability in the test mission operations.

1.3.3.1 Test-Site Maintenance and Repair. The Contractor shall perform maintenance and repair projects on gun positions, camera sites, impact areas, test vehicle courses, dust courses, drop zones, target areas, roads and trails IAW the test mission requirements. Clearing and grading of impact areas is potentially hazardous work. All work tasks within range areas shall be coordinated with YPG Range Control.

1.3.3.2 Moving of Test Site Material. The Contractor shall load, unload, and transport all test-related material and equipment between different locations on the range. Test support tasks shall include, but is not limited to, the following: loading, transporting, unloading, setting, and repositioning bomb proofs, blast shields, trail plates, gun mounts, gun tubes, shades, camera blast deflectors, armored plates, and other assorted equipment required for the testing mission. The Contractor shall have an approved crane safety program and shall adhere to YPG 385-1 and USACE EM 385-1-1.

1.3.3.3 Test course maintenance includes but is not limited to those courses listed in TE #16, Roads and Test Courses. Test course maintenance will vary with the testing mission and shall be scheduled as required IAW guidance from the COR.

1.3.3.4 Grading. The Contractor shall maintain all un-paved roadway surfaces to a finished grade. When practical, water will be utilized in conjunction with all grading activities. The traveled way and shoulders shall be graded to provide a shaped and dressed surface.

1.3.3.5 Culverts. The Contractor shall inspect all paved and un-paved road culverts after each major rain event and maintain the culverts free of obstruction and erosion caused by rain. The Contractor shall repair all culverts when damaged.

1.3.3.6 Finished Roadway. The Contractor shall maintain all finished surfaces, including excavated and filled sections and adjacent transition areas, in a condition which is smooth, compacted, and free from irregular surface changes with the degree of finish ordinarily obtainable from blade-grader operations, except as otherwise specified. Ditches and gutters shall be finished to permit adequate drainage.

1.3.3.7 Traffic Control: The Contractor shall provide traffic control and post warning signs during all OM&R activities. Most roadway and airfield paved areas will remain in operation during these activities.

1.3.3.8 Ensuring After-Hours Traffic Accommodation. Prior to the suspension of daily work, the Contractor shall take all precautions as might be necessary to leave all travel ways in a condition suitable for traffic. Windrows shall not be left on the roadway overnight.

1.3.3.9 Borrow Material. The Contractor shall have an approved YPG Dig Permit prior to creating or substantially enlarging a borrow pit. Material shall be selected to meet requirements and conditions of the particular fill for which it is to be used. The Contractor shall perform all clearing, grubbing, access development, and overburden removal at the borrow sites. The Contractor shall ensure the borrow pits are conditioned in such a manner as not to cause a safety or environmental hazard upon completion of the work.

1.3.3.10 Protected Plants: All plant species protected by law which are located within a construction zone shall be relocated by the Contractor IAW the Arizona Native Plant Law, http://www.azda.gov/esd/nativeplants.htm. Prior to any relocation activities, approval shall be requested from the COR and the ESD.

1.3.3.11 Storm Damage: The Contractor shall respond within one hour after the storm to perform emergency repairs to paved and unpaved roads due to inclement weather during duty and non-duty hours. The Contractor shall ensure that all paved and unpaved roads are returned to code.

1.3.3.12 Paved Surface Maintenance and Repair. The Contractor shall be responsible for a limited amount of work on paved surfaces. This work shall include maintenance, and repair of paved roads shoulders, installation, and replacement of parking bumpers, repair of utility cuts, and potholes and parking lot striping and limited paved road striping.

1.3.3.13 Paved Road Shoulders. The Contractor shall perform scheduled maintenance on paved roads shoulders IAW TE #16, Roads and Test Courses. The finished shoulder surface shall be smooth, relatively flat, and free from any drop-offs between the paved road surface and the shoulder surface.

1.3.3.14 Sweeping. N/A

1.3.3.15 Airfield Clearance. The Contractor shall obtain clearance from airfield operations personnel to perform maintenance work on the airfield in order to minimize disruption of airfield traffic.

1.3.4 Publications and Forms. Specific publications and forms required for the accomplishment of work described in this CLS service.

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 roads and trails, test courses, test sites, paved road shoulders and airfield shoulders, taxiways and other improved ground areas. These actions include adding dirt and gravel to roadways and parking areas, repairing asphalt, regrading, repainting, repairing potholes, clearing drainage areas. 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, curbs, gutters, and erosion control areas to include any necessary form work for concrete pours. The Contractor shall comply with the maintenance instructions provided by the PMP. When operating heavy equipment, the Contractor will follow all YPG command garrison and LRC guidance. Heavy equipment identified in TE #32 Heavy Equipment shall be transported by trailer to the job site. The Contractor shall perform daily vehicle Preventative Maintenance Checks and Services (PMCS) for all heavy equipment. The Contractor shall perform scheduled maintenance on paved roads shoulders IAW TE #16, Roads and Test Courses. The finished shoulder surface shall be smooth, relatively flat, and free from any drop-offs between the paved road surface and the shoulder surface.

2.1.1 Pothole Repair. Contractor shall repair Potholes according to IAW established approved plans, technical manuals, Unified Facilities Criteria (UFC), and Army Regulations at location identified in TE#01 Real Property and TE #16, Roads and Test Courses. The Contractor shall perform repairs using the same material as the adjacent areas and shall obtain approval from the COR.

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

2.1.2.1 Crosswalk Painting. When directed by the KO/COR, the Contractor shall paint crosswalks and maintain crosswalks and signs.

2.1.3 Range Road Maintenance. The Contractor shall perform annual preventative maintenance, grading, and graveling of range roads identified in TE #16. Replacement gravel shall match the existing surface, unless otherwise directed by the COR.

2.1.4 Tank Trails. The Contractor shall perform maintenance, grading, and graveling of tank roads identified in TE #16, Roads and Test Courses. Replacement gravel shall match the existing surface, unless otherwise directed by the COR.

2.1.5 Bridge Maintenance. N/A

2.1.6 Dam & Retention Pond Maintenance. N/A

2.1.6.1 Pop-Up Barricades. The Contractor shall perform recurring maintenance on the Pop-up Barricades and correct all deficiencies required during maintenance. The Contractor shall prepare and maintain a log of all maintenance performed and provide a copy of log to DPW within five (5) working days of completion. The Contractor shall request a work document for all repairs found that are above the recurring maintenance requirements. The locations of the Pop-Up Barricades are as follows.

Walker Cantonment Area (WCA) Howard Cantonment Area (HCA) Laguna Cantonment Area (LCA) Kofa Firing Range (KFR)

2.1.7 Traffic Control Painting. When directed by the KO/COR, the Contractor shall stripe and paint paved roads, streets, parking areas, airfield runways, taxi areas, curbs, barricades, and all other traffic control markings to include but not limited to areas within TE #01 Real property and TE #16 Roads and Test Courses. All road and parking area painting over two hundred square feet (200 sq ft) will be accomplished via a PWO. The Contractor shall stripe all new overlay, new paved roads, and streets IAW the following:

· Manual of Uniform Traffic Control Devices

· U.S. Department of Transportation Federal Highways Administration

2.1.7.1 Parking Areas. When directed by the KO/COR, the Contractor shall paint parking area stripes four to six inches (4" to 6") in width with white traffic paint and ensure that all specifications, prints, and drawings comply with required specifications. The Contractor shall coordinate parking area striping when parking areas require restriping or new layouts with DPW to minimize disruption of traffic flow and parking. The Contractor shall use traffic cones and barricades, for traffic control in parking areas being striped. The Contractor shall stripe heavy traffic flow areas during the early morning (5:30 a.m.), and late evening (7:00 p.m.) hours. The Contractor shall seal off painted areas with traffic cones and barricades when painting until painted area is dry. The Contractor shall paint striping and traffic control markings on designated parking areas. Handicap parking spaces will be done on Recurring Maintenance to include signs.

2.1.7.2 Streets, Roads, and Highways. When directed by the KO/COR, the Contractor shall stripe any portion of approximately 98 miles of roads and streets on the Installation. The Contractor shall stripe center lines, pavement edge lines, traffic control makings, stop bars, guard rails, and any other traffic control markings and devices. The Contractor shall provide the DPW a work request describing deficient traffic control markings within five (5) working days of discovery. The Contractor shall use traffic paint and reflective beads that meet or exceed all Federal Specifications.

2.1.7.3 Crosswalks. When directed by the KO/COR, the Contractor shall paint and maintain crosswalks, stop bars and pavement markings related to school pedestrian and vehicle traffic control during the first (1st) week of August, and the first week of January, weather permitting on Recurring Maintenance.

2.1.8 Culverts. The Contractor shall inspect all paved and un-paved road culverts after each major rain event and maintain the culverts free of obstruction and erosion caused by rain. The Contractor shall repair all culverts when damaged.

2.1.9 Golf Courses. N/A

2.1.10 Athletic Fields. This includes acreage on which intensive maintenance activities must be planned and performed annually as fixed requirements. Included are areas which contain lawns and landscape plants, and athletic facilities. Maintenance operations include mowing, irrigating, fertilizing, cultivating, aerating, seeding, sodding, spraying, pruning, trimming, weed control, vegetative insect and disease control, planting for landscape effect, wind and sound abatement and other intensive practices.

2.3 Test Support.

2.3.1 General Requirements. The Contractor shall perform all heavy equipment support required by the testing mission at YPG. This support requires trained heavy equipment operators and work schedule is subject to unpredictability in the test mission operations.

2.3.2 Test Coordination. The Contractor shall coordinate with all divisions of the Yuma Test Center and attend the weekly test scheduling meeting. Test mission work shall be properly planned to ensure that test setups are complete, and work is accomplished to meet test objectives.

2.3.3 Test-Site Maintenance and Repair. The Contractor shall perform maintenance and repair projects on gun positions, camera sites, impact areas, test vehicle courses, dust courses, drop zones, target areas, roads, and trails IAW the test mission requirements. Clearing and grading of impact areas is potentially hazardous work. All work tasks within range areas shall be coordinated with YPG Range Control.

2.3.4 Moving of Test Site Material. The Contractor shall load, unload, and transport all test-related material and equipment between different locations on the range. Test support tasks shall include, but is not limited to, the following. loading, transporting, unloading, setting, and repositioning bomb proofs, blast shields, trail plates, gun mounts, gun tubes, shades, camera blast deflectors, armored plates, and other assorted equipment required for the testing mission. The Contractor shall have an approved crane safety program and shall adhere to YPG 385-1 and USACE EM 385-1-1.

2.3.5 Test course maintenance includes but is not limited to those courses listed in TE #16, Roads and Test Courses. Test course maintenance will vary with the testing mission and shall be scheduled as required IAW guidance from the COR.

2.3.6 Training. Standard twenty-four (24) hour OSHA training is required for landfill operators and supervisors receive an additional eight (8) hours of training. Water truck shall be used to minimize fugitive dust emissions from landfill operations. Certification shall be provided to the COR.

2.4 Support Services.

2.4.1 Blue Stake Service. The Contractor shall perform and provide blue stake service for all requests processed by the Operations and Management Branch. Blue stake service shall be performed on “all utility lines” no matter the presumed depth upon receipt of a valid work document per AZ-811 Underground Facilities Law/Blue Stake Law-ARS Chapter 2 Article 6.3 sections 40-360.21 through 40-360.32. There is an average of 1100 requests for utility clearance per year that varies in size of area covered in each request.

2.4.1.1 The Contractor shall mark the locations of underground or otherwise detected water, fuel, sewer, and electric lines by staking, painting, or other means, as site conditions warrant. The blue stake markings are valid for fifteen (15) working days excluding weekends and holidays, except in the event of weather-related re-markings where markings have been washed away then the Contractor shall remark, and blue stake will be valid for fifteen (15) working days excluding weekend and holidays from the date of the re-mark.

2.4.1.2 The Contractor shall when providing clearances in a congested area with different underground utilities present, shall pothole the area until all the underground water, gas and sewer lines have been identified.

2.4.1.3 The Contractor shall when utilities cannot be identified from the "As built" drawings or from any other reference, shall pothole the suspected utility until found and it is properly identified.

2.4.1.4 The Contractor shall, in the course of providing an underground clearance, the Contractor discovers any changes in direction, size, or type of utilities in comparison to the "As-built" drawings, the Contractor shall make corrections on the "As-built" drawings and furnish a copy to the COR, or designated representative, to update "As- built" drawings or maps.

2.4.1.5 The Contractor shall complete the underground clearance request within two (2) working days after the issue date of the work document or IAW the priority of the work document, whichever is sooner. All Blue Staking shall be performed on an existing Demand Maintenance Order or work order that’s been issued for a particular job. An additional Demand Maintenance Order will not be created for Blue Stake Services. In the event the utility cannot be found within the Demand Maintenance Order limit, the work is to be completed under an Operational Work Order.

2.4.1.6 The Contractor shall in areas where blue staking is questionable to be performed such as grading of parking lots, road shoulders, clean up with back hoes etc. The Contractor shall get written approval from the Roads & Grounds QAE prior to such work.

3.0 Work Capability Levels.

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