Attch1_SOW_180702.pdf

FA4803-18-B-0008, Construct Additional Parking near Bldg 1627

ATTACHMENT 1, STATEMENT OF WORK (SOW)

VLSB18-0042 Construct Additional Parking near B1627

DESIGN BUILD STATEMENT OF WORK

FOR

Construct Additional Parking near B1627

PROJECT: VLSB18-0042 2 July 2018

The contractor shall provide all labor, materials, equipment, tools, transportation, and supervision to design, permit, and complete the requirements of this project. All work shall be done in strict accordance with this Statement of Work and subject to the terms and conditions of the contract and in accordance with Unified Facilities Criteria (UFC), Unified Facilities Guide Specifications(UFGS), International Building Code (IBC), National Electrical Code (NEC), National Electrical Safety Code (NESC), National Fire Protection Association (NFPA), EPA 402-K-01-001 (2008), South Carolina Department of Transportation (SCDOT), and Shaw Air Force Base Design Standards (24 April 2018, change 1).

CONSTRUCT ASPHALT PARKING:

• Construct asphalt parking lot to the West of B1627 with approximately (80) 19-ft x 9-ft parking stalls to become integrated with the adjacent parking lot (see Figure 1 below).

• The North entrance at the existing parking lot is to become the central entrance and service both parking lots;

• Provide an entrance at the North end that mirrors the existing entrance to the parking lot at B1604, B1605, and B1606;

• Total parking lot area is to be approximately 445-ft long x 70-ft wide with islands approximately every 100-ft, to match the existing parking lot;

• Clear and grub all vegetation and strip all topsoil (approximately 6-in to 8-in) from identified area for new parking lot extending a minimum of 5’ outside of the proposed paved area;

• A proofroll of the proposed parking lot and shoulders should be witnessed and accepted by the government prior to fill being placed;

• Cut and fill as necessary to match the grade of the existing parking lot and roadway;

• Place a minimum of 6-in of GAB on compacted subgrade;

• Place a minimum of 3 inches of type C asphalt surface course over parking lot footprint, do not exceed the SCDOT recommend single lift thickness;

• Place approximately 1,200 linear ft. of concrete curb/gutter along parking lot perimeter to include islands approximately every 100-ft;

• Grade the sub-base, base, and asphalt in the proposed parking lot and connection to road for positive drainage to the nearest drainage structure;

• Provide adequate drainage system for a 100 year storm, similar to the adjacent parking lot. The storm drainage shall connect to the existing 36-in storm water line at the road, reference the attached utility map.

• Stripe (80) 19-ft x 9-ft parking stalls in newly constructed parking lot (No handicap spaces) and 3 cross walks across Shaw Dr., where shown in Figure 1;

• Install (6) 30-ft overhead lighting posts in each corner of parking lot, wiring should be pulled from the nearest transformer.

• Provide necessary materials to include; light poles, concrete base, conduit, and wiring. Provide capped stub up at the last pole to allow for expansion.

• All new fixtures shall be Lumark NFFLD Night Falcon (delivered lumens 15,000) or approved equal. Fixture shall come with a minimum 5-year warranty, or approved equal.

• All poles shall be 4-in square non-tapered having in-line fuse holders in the pedestal base. No overhead conductors will be utilized for lighting.

• Lighting shall provide an average intensity of at least 0.2 foot-candles for area lights, measured vertically, 6 inches above the ground, throughout the area.

• Transformers / electrical equipment at the north entrance to the new parking lot are to remain and the parking lot is to be constructed around them. A minimum of 6 ballads should be installed around the transformers and electrical equipment to protect them;

Figure 1: Location of asphalt parking near B1627.

SUBMITTALS:

The Contractor shall submit the following items to the Government for approval:

Shop Drawings: Grading, drainage, lighting, and electrical plans.

Construction drawing should be submitted as 50%, 95% and 100% (as-builts).

Product Data: Storm drainage structures / pipe, sub-base and base gradation and compaction testing, concrete mix design, concrete QC testing, asphalt mix design, and asphalt QC testing.

DD Form 1354: In addition to DD1354 requirements already identified in the Shaw Design Standards, all Contractors shall also be responsible for submitting a completed DD1354 (AUG 2013 edition, PDF file) with each progress payment request (beginning at 50% construction completion). This form shall be marked "Draft" until the Contractor has reached approximately 90% completion, or when it has been determined that funding will not be adjusted due to modifications. The Contractor shall have a reviewed and accepted DD1354 submitted to the Government Inspector two (2) weeks prior to the scheduled final inspection date (i.e. Placed in Service Date). This reviewed and accepted DD1354 shall be marked "Interim" until the final inspection occurs.

CLOSEOUT:

The following shall be supplied to the government to close out the project:

• As-Built drawings

• Warranty and O&M manuals

DEBRIS HAULING AND DISPOSAL:

Contractor shall use an approved hauling route to prevent interference with base operations. The approved hauling road should be shown on the construction drawings.

In order to prevent problems with traffic, noise, wear and tear on roads, or other problems having the potential to adversely affect health, safety, or the environment, the government reserves the right to regulate routes, intervals, delivery points, and times for hauling.

All debris hauled by the contractor shall be enclosed to prevent leaking, spilling, or blowing. The Contractor shall ensure all debris or dirt removed from any transportation route if such debris is spilled, blown, tracked or leaked from hauling equipment and vehicles within one hour of notification by the Government. All demolition debris collected by the contractor shall be disposed of in an authorized landfill or transfer station. No disposal or burning is allowed on base. The contractor shall provide the government representative with an electronic copy of each dump receipt with the daily report the next business day.

PROJECT: VLSB18-0042 2 July 2018