24R0002 FY 24 Base Pavements Atch 7 Seed Project SOW PV Mill and Overlay B200 Parking Lot 16 Jun 23.pdf

STATEMENT OF WORK

Project Number: 1137888

PV MILL AND OVERLAY B200 PARKING LOT

1. The description of proposed work/scope of work includes, but is not limited to, the following items:

REQUIREMENTS for the project are as follows:

a. Provide all work and materials associated with replacing the wearing lift (surface course) by cold-milling the current degraded top asphalt layer, binding the new asphalt to the existing base or intermediate course with a tack coat, Replacing the milled surface with an appropriate asphalt mix design, and returning the parking stall paint with the appropriate product.

b. While the norm for milling and overlaying a wearing lift is 2”, as-builts describe the B-200 parking lot surface lift as 2 ½ inches, therefor this plan allows for this discrepancy. If in the milling process beginning it is determined that the asphalt lift is only 2”, an option should be made not to mill into the binding lift (the intermediate or base course) and change the build plan to a 2 inch mill and overlay. Quantities would be adjusted as would the cost of the project.

c. Trucking includes both the removal of the asphalt millings and bringing in the new bituminous asphalt product for the laydown machine..

d. The total scope of this project will be similar to the efforts at the ECP-2 parking lot (Project 1098526) less the removal of the previously constructed parking islands.

e. This will require site work of cold milling, verifying drainage, and the re-installation of asphalt on a constant slope that will minimalize “water ponding” and deliver rain to established storm systems.

f. In addition, paint markings for the stalls for vehicle parking need to be returned with the same dimensions, 9’ x 20’ stalls with 24’ aisles, and stalls marked with four inch wide white stripes.

g. Also to be provided and installed will be handicapped parking stalls on the immediate South side of the building. Currently there are two but ADA requires three. The shortened stall will be move to the East and will be a motorcycle parking stall.

h. ADA Handicapped Stall logos be painted per ADA specs..

i. If millings are used as recycled asphalt product, no more than 7 percent of the finished product can be from RAP (Recycled Asphalt Product.)

j. The construction footprint includes the radii leading up to access road between 6th

Street and Spirit Blvd.

k. Major requirement/code documentation includes but is not limited to: United

Facilities Criteria (UFC) 4-022-01 Security Engineering: Entry Control Facilities / Access Control Points, 27 Jul 2017 and/or SDDCTEA Pamphlet 55-15 Traffic and Safety Engineering for Better Entry Control Facilities, Army Standard for Access Control Points, and Army Access Control Points Standard Design

OPTIONS for the project are as follows:

l. PLACEHOLDER FOR POST SITE VISIT

ALTERNATIVES for the project are as follows:

a. PLACEHOLDER FOR POST SITE VISIT

2. Contractor shall comply with the attached Contracting Language titled, “Solid, Construction, Demolition, and Deconstruction Waste Requirements” provided below for this project.

3. All design and construction will be in accordance with base contract agreements and AFOSH standards.

4. Design Criteria: the project shall be designed in accordance with the latest codes and criteria as of the date listed at the top of this page to include, but is not limited to: the Whiteman Design Compatibility Standards, energy conservation considerations, and all appropriate codes (i.e., Uniform Building Code, National Fire Protection Code, National Electrical Code, National Plumbing code, and other applicable DOD and Air Force regulations, Manuals, Unified Facilities Criteria, Air Force Specific Facilities Criteria, and Engineering Technical Letters).

5. In addition, the system installed will meet the most recent NFPA code and must comply with the latest version of UFC 3-600-01, Fire Protection Engineering for Facilities, with latest changes. All painting, marking, and other requirements are to comply with latest applicable code and changes as of the date listed above. Latest applicable codes with latest changes include, but are not limited to the following:

• UFC 1-200-01 - General Building Requirements

• UFC 3-201-02 - Landscape Architecture

• UFC 3-220-04FA - Backfill for Subsurface Structures

• UFC 3-501-01 - Electrical Engineering

• UFC 3-520-01 - Interior Electrical Systems

• UFC 3-530-01 - Interior and Exterior Lighting Systems and Controls

• UFC 3-600-01 - Fire Protection Engineering for Facilities

• UFC 4-010-01 - DoD Minimum Antiterrorism Standards for Buildings

• UFC 4-022-03 - Security Fences and Gates

• NFPA 70, National Electrical Code (NEC), Latest Edition

• NFPA 72, National Fire Alarm Code, Latest Edition

• NFPA 101, Life Safety Code, Latest Edition

• I3A Installation Information Infrastructure Implementation Guide Version 3

• DoD Security Engineering Facilities Design Manual

• Design Compatibility Standards – WAFB, Latest Edition

• OSHA and AFOSHA regulations o The contractor shall accomplish all grading and seeding according to Missouri Natural Resources Conservation Service Missouri Agronomy Specification 723 and Conservation Practice Standard 342.

o The contractor shall also comply with Missouri Department of Natural Resources Storm Water Pollution Prevention requirements.

6. MATERIALS AND SERVICES FURNISHED BY THE GOVERNMENT: On request, the

Government will furnish blueprints of available as-built drawings that are pertinent to the facilities involved. However, these drawings are not warranted to show conditions as they actually exist. The designer shall verify (by field investigation) information shown on the as-built drawings (which is relevant to the project) for accuracy to ensure a quality-designed project.

7. AS BUILTS: Three copies of completed construction drawings (as-builts) on CD or DVD will be required upon completion of this project that includes high resolution pdf’s and AutoCAD 2015 drawings. In addition, digital photos of the area before project start and after project completion will be supplied when security requirements permit. Paper copies of as builts are not required.

Solid, Construction, Demolition, and Deconstruction Waste Requirements:

• The Contractor shall comply with, but not limited to: (Executive Order 13423, Strengthening Federal Environmental, Energy, and Transportation Management, dated 26 Jan 07; Executive Order 13514, Federal Leadership in Environmental, Energy, and Economic Performance, dated 7 Oct 09; Office of the Under Secretary of Defense Memo, DoD Integrated (Non-Hazardous) Solid Waste Management Policy, dated 1 Feb 08, and AFI 32-7042, Waste Management.

• The Contractor shall generate the least amount of solid waste as possible, maximize pollution prevention processes, and maximize landfill diversion efforts through source reduction, reuse of materials, and recycling.

• The Contractor shall segregate all divertible, reusable, and recyclable materials, but not limited to: wood;

green waste; concrete; asphalt; brick; cardboard; metals; paper, plastics, glass, serviceable items, salvageable items, and clean soils so that these items can be diverted off base.

• The Contractor shall only dispose of acceptable municipal solid waste at certified landfills.

• The Contractor shall not dispose of any hazardous waste, designated waste, radioactive waste, serviceable items, salvageable items, green waste, concrete, or asphalt in municipal solid waste landfills. These shall be properly disposed, diverted, recycled, or reused.

• The Contractor shall provide contractual proof, upon request of the landfill contractor operator, that the Contractor is authorized to use the municipal solid waste landfill. This allows the government to maintain compliance with landfill record keeping requirements.

• The Contractor shall provide, for every load destined for the municipal solid waste landfill, a signed “Landfill Access Ticket”. The “Landfill Access Ticket” verifies that the solid waste was generated by a valid 509 BW project and meets the landfill disposal requirements. A Contractor’s signed “Landfill Access Ticket” shall include, but not limited to, the following information: the contract number; prime Contractor’s name and phone number; subcontractor’s name and phone number (as applicable); source where the material was generated: project name and facility name or number. The “Landfill Access Ticket” shall be signed by the Government Construction Representative, include name and phone number, or if authorized by the Government, designating the Contractor’s representative the authority to sign the “Landfill Access Ticket”.

• The Contractor shall submit monthly to the 509 BW CES/CEIE, Solid Waste Manager, #660-687-3272, the weight, quantity, and disposal cost of: 1) Municipal Solid Waste; and 2) Construction & Demolition debris disposed on or off-base.

• The Contractor shall submit monthly to the 509 BW CES/CEIE, Solid Waste Manager, #660-687-3272, the weight, quantity, and diversion cost of: 1) Municipal Solid Waste; and 2) Construction & Demolition debris diverted (used as daily cover, reused, or recycled) from disposal at the solid waste landfill. Municipal Solid Waste shall be itemized into the following diversion categories: compost, mulch, recycle, reuse, and donation.

• SUBMITTALS: The Contractor shall provide the following submittals to the Contracting Officer for 509 CES/CEIE prior to the ending of the solid waste activities on Whiteman AFB.

o Local disposition form along with weight tickets designating weight, quantity, and disposal cost of:

Solid Waste Construction & Demolition debris disposed on or off-base.

o Local disposition form along with weight tickets designating weight, quantity, and diversion cost of:

Solid Waste; and Construction & Demolition debris diverted (used as daily cover, reused, or recycled) from disposal at the municipal solid waste landfill.

STATEMENT