Attachment_12-_VLSB180040_SOW_Revised_8-22-18.pdf

VLSB18-0040 Const ARCENT Parking B1957

STATEMENT OF WORK

FOR

Construct ARCENT Parking B1957

PROJECT: VLSB14-0008 22 August 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 (UFC) Unified Facilities Criteria, 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 AT B1957:

• Construct auxiliary asphalt parking lot connecting to the main road (Losano Rd.)

at B1957 with (28) 19-ft x 9-ft parking stalls in identified location (see Figure 1 below) parking stalls should be marked 90° to the drive isle. The parking lot should resemble the parking lot to the north closest to B1957;

• Total paved parking lot area is to be approximately 162-ft long x 63-ft wide with an approximate 25-ft connector to the main road;

• Clear all trees and remove stumps, 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;

• Place suitable sub-base, extending 1 feet outside of the proposed paved surface;

• Place a minimum of 6-in of suitable base (aggregate) on compacted sub-base in the footprint of the proposed parking lot;

• 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 500 linear ft. concrete curb/gutter along parking lot perimeter with adequate flumes for drainage into the swells;

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

• Provide adequate drainage for a 100 year storm 2 year storm, 24 hour

(precipitation only) with swells around the perimeter of the parking lot. The main parking lot should be set back a minimum of 20’ from each road, with the drainage swells placed between the parking lot and road.

• Provide a 6-ft sidewalk on each side of Cannine Rd. parallel with the sidewalk adjacent to B 1957 connecting the two parking lots;

• Stripe (28) 19-ft x 9-ft parking stalls in newly constructed lot and 1 cross walks across the road at the connecting sidewalks.

• Install (4) 30-ft overhead lighting posts in each corner of parking lot, wiring should be pulled from the mechanical electrical room in 1957, reference the attached as-built drawings for B1957 and the site utility plan. Boring under the Canine Rd. and the drive entrances. The government expects to remove 2 squares of concrete near the electrical room to stub into the side of the wall.

• 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.

Figure 1: Location of asphalt parking at B1957.

SUBMITTALS:

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

Daily Reports: Daily report shall be provided through Rakin by 0800 the next business day.

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

Construction drawing should be submitted as 65%, 95% and 100% (as-builts).

Product Data: 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: VLSB14-0008 22 August 2018