Attachment 6 - Statement of Work Johnson Softball Field Repair (edited).docx
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STATEMENT OF WORK
REFURBISH JOHNSON SOFTBALL FIELD B1883
TRAVIS AFB CALIFORNIA
Base Project Number: XDAT 26-1028
DATE: 24 August 2026
1. BACKGROUND
The primary driver of this project is a severe safety hazard: extensive gopher infestations have created a network of subsurface voids and surface holes across the playing area resulting in an uneven, hazardous field that risks serious player injuries (e.g., ankle sprains and falls).
This Statement of Work (SOW) defines the requirements for the complete design-build refurbishment and renovation of the grass turf, subsurface gopher barrier, in-ground irrigation system at Johnson Softball Field (Facility #1883). An uneven field, or damaged equipment increases the risk of player injury.
2. INTRODUCTION
The project site is located at the Johnson Softball Field, Facility #1883, on Burgan Boulevard, Travis AFB, California (directly across the street from base lodging and south of the Dining Facility/DFAC). The contractor shall provide all labor, materials, equipment, permits, clearances, engineering/design services, transportation, traffic control, and supervision necessary to deliver a complete and usable athletic facility. The scope combines comprehensive civil, agricultural, irrigation tasks. The final product must fully restore the field's playing surface, establish a robust subterranean pest barrier, modernize the facility's utility and structural support networks, and meet all applicable Unified Facilities Criteria (UFC) standards.
3. SCOPE OF WORK
3.1. TRAVIS AFB GENERAL REQUIREMENTS
01 00 00 Special provisions 01 00 01 Special provisions 01 14 00 Work Restriction 01 33 00 Submittal Procedures 01 35 26 Governmental Safety Requirements 01 45 00 Contractor Quality Control
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 56 00 ENVIRONMENTAL GENERAL REQUIREMENTS
01 78 00 Closeout Submittals Maintenance and durability NEPA coordination/comments (Env 202514- Renovate Softball fields 2025-v8 + Env softball Memo Final) Travis Facilities Excellence Guide 2022-08-15 Travis AFB BMP Construction Site Documents feb2025 Section 32 05 33 (Landscape Establishment).
3.2. REPAIRS: Contractor shall:
3.2.1. Rototill the existing turf, eradicate gopher holes, backfill burrow networks. Applicable Codes & Standards: UFC 3-201-02 – Landscape Architecture.
3.2.2. Level and Grade Johnson Field for Improved Drainage: Regrade field surface to establish positive surface drainage away from playing areas. Submit drainage plan for government approval. Applicable Codes & Standards: UFC 3-201-01 – Civil Engineering; IBC Chapter 18 – Soils and Foundations / Site Grading
3.2.3. Install Subsurface Pest Barrier (Gopher Wire Mesh): Supply and install a continuous subterranean pest barrier directly beneath the seeding/turf root zone across the entire athletic field playing surface footprint (~72550 sf) prior to final turf/seeding establishment.
3.2.3.1. Material Specification: Type 304 Stainless Steel Welded Wire Mesh (Hardware Cloth) conforming to ASTM A1022 or ASTM A580.
3.2.3.2. Wire Gauge: 18 AWG (American Wire Gauge) heavy-duty stainless-steel wire.
3.2.3.3. Mesh Opening: 1/2 in x 1/2 in square mesh opening (or 3/4 in x 3/4 in maximum opening) to prevent burrowing penetration while ensuring unrestricted root growth and water drainage.
3.2.3.4. Installation Standards: Lay mesh panels flat across level subgrade with a minimum 6-inch overlap on all seams. Secure all seams and perimeters of the mesh panels to the subgrade using 6-inch 11-gauge galvanized or stainless-steel landscape staples spaced maximum 18 inches on center. Extend mesh a minimum of 12 inches up perimeter fence footing borders or landscape headers to prevent edge bypass. Cover mesh with a 1-inch to 2-inch buffer layer of topdressing soil prior to seeding placement. Provide full UFGS specifications, structural/fastening details, and layout. Applicable Codes & Standards: UFC 3-201-02 – Landscape Architecture; ASTM A1022 or ASTM A580
3.2.3.5. Seeding: Upon completion of all groundwork the contractor shall seed the topsoil in the existing turf area. Establish a minimum 95 percent uniform ‘stand of turf’ in accordance with Section 32 05 33 (Landscape Establishment). Contractor is responsible for growth of ground cover until maturation. Contractor shall be responsible for athletic field turf establishment requires high-traffic seed varieties in which the contractor must submit for government approval. The contractor shall apply the seed mix at a rate of 6 to 10 lbs per 1,000 square feet. The contractor must submit their seed distribution plan for government approval. Following seed distribution, the area must be rolled lightly to ensure optimal seed-to-soil contact and irrigated continuously to maintain the consistent soil moisture required for successful germination and growth.
3.2.4. Repair In-Ground Sprinkler System: Repair heads, laterals, backflow prevention, and control valves to restore system to 100% operational status and head-to-head coverage. Applicable Codes & Standards: UFC 3-201-02 – Landscape Architecture. IPC/UPC Chapter 6 – Water Supply & Backflow Protection.
4. SUBMITTAL REQUIREMENTS (After award and before construction start)
4.1. Activity Hazard Analysis (AHA)
4.2. Design Quality Control Plan (DQC)
4.3. Contractor’s Quality Control Plan (CQC)
4.4. Accident Prevention Plan (APP)
4.5. Construction Schedule
4.6. Design Construction Documents: Prepare, organize, and present Design Construction Documents in accordance with the requirements of UFC 1-200-01 (DoD Building code), the A/E/C CAD Standard (Release 6.2), and the A/E/C Graphics Standard (Release 2.2). Contractor will not be allowed to start construction without the Government-approved documents listed below.
4.6.1.1. Design Drawings: Prepare using AutoCAD 2024 formatted for ANSI D (22” x 34”) sheets and shall include the standard Travis AFB title block on each sheet.
4.6.1.2. The Ready for Construction submission shall be stamped and signed by the Designer of Record (DOR).
4.6.1.3. Prepare, organize, and present design drawings in accordance with the requirements of UFC 1-300-09 (Design Procedures), the Air Force Corporate Facilities Standards (AFCFS), and the Travis AFB Facilities Excellence Guide.
4.6.1.4. Submit all CAD files for the final drawings on CDs or DVDs in AutoCAD 2024 format. Drawing files must be full files, uncompressed and unzipped.
4.6.1.5. Basis of Design: Each submission shall include a basis of design with all proposed materials including Design Analyses and Calculations to substantiate the design meets the RFP and all applicable codes. Prepare, organize, and present basis of design in accordance with the requirements of UFC 1-300-09 (Design Procedures), the Air Force Corporate Facilities Standards (AFCFS), and the Travis AFB Facilities Excellence Guide.
4.6.1.6. Specifications: Shall be Unified Facilities Guide specifications submitted in Construction Specification Institute (CSI) 2010 format edit with SpecIntact software or equivalent in accordance with UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard.
4.6.1.7. Contractor shall submit the number of copies defined under each required submission identified below. The basis of design, design drawings and specifications shall be included on a CD in addition to the required hard copy for each submission. Each submission shall be submitted to the Contracting Officer or their representative for Government review and RFP concurrence.
4.6.1.8. The Contractor shall submit a copy of the Government reviewed comments from each prior submission with each subsequent submission. This document shall indicate the corrective action taken for each comment and other proposed solutions. Incomplete submissions will be returned to the Contractor with no additional time added to the performance period.
4.6.1.9. Electronically seal and sign all Acrobat PDF drawings, specification and other documents in accordance with UFC 1-300-09 (Design Procedures), the Air Force Corporate Facilities Standards (AFCFS), and the Travis AFB Facilities Excellence Guide. The electronic signatures shall be printable and viewable in Adobe Acrobat Reader with no additional software.
4.6.2. Provide the following Design Submittal Packages:
4.6.2.1. Provide 60% design submittal: Submit two (2) hard copies and two (2) electronic PDF format copies on two (2) CDs of the following: 11” x 17” half-scale drawing sets, completed specifications with cleared Section and Bracket Verification reports, Construction Schedule, Basis of Design, annotated review comments, and submittal register. Allow 14 calendar days for Government review.
4.6.2.2. Pre-Final Design Documents Submittal: 65 calendar days following receipt of Government reviewed comments on the 60% design submittal. Submit two (2) hard copies and two (2) electronic PDF format copies on two (2) CDs of the following: 11” x 17” half-scale drawing sets, completed specifications with cleared Section and Bracket Verification reports, Construction Schedule, Basis of Design, annotated review comments, and submittal register. Allow 14 calendar days for Government review.
4.6.2.3. FINAL “Ready for Construction” (RFC) Documents: 14 calendar days following receipt of Government reviewed comments on the 100% design and notice to proceed with Ready for Construction documents. The RFC documents include all documents required for the Final Design Documents. Submit electronic PDF format copies and AutoCAD 2024 native files on three (3) CDs of the following: Sealed and Signed 11” x 17” half-scale Drawings, Sealed and Signed Specifications, Construction Schedule, Sealed and Signed Basis of Design, annotated Review Comments, and submittal register. Allow 7 calendar days for Government review.
4.6.2.4. The following requirements apply to the CD. Provide native files including AutoCAD 2024 DWG files, GIS files, and PDF files for all applicable documents included on the CD. A PDF file(s) of the final documents shall be provided in the following formats: The entire document shall be provided as a single combined PDF file. The PDF file shall have bookmarks for each item identified in the document's table of contents, including tables, figures, captioned photos, and appendices. The bookmark shall use the same description as provided in the table of contents. If the bookmark is lengthy, abbreviate as needed. Bookmark to the second level (i.e. 1.1, 1.2, 1.3, etc.). Do not bookmark signature page or the list of acronyms. Each appendix, regardless of size, shall be provided as an individual PDF file. All maps, figures, and pictures shall be provided at a useable resolution. All color maps, figures, and pictures shall be provided in color. DD-1354 Transfer and Acceptance of Military Real Property: Submit Interim DD Form 1354 to the Government for approval a minimum of 60 calendar days prior to the Beneficial Occupancy Date (BOD) or at red zone (70% construction completion), whichever is earlier. If modifications to the Interim DD-1354 are required by the Government, the corrected version must be submitted prior to the BOD.
4.7. Closeout Submittal Requirements:
4.7.1. Submit Record Drawings to the Contracting Officer or their representative in ANSI D (22” x 34”) size sheets and on two CDs containing native CAD files, electronically stamped and signed PDF of drawings, specifications, calculations, basis of design, submittal register, Periodic Maintenance Inspection (PMI) plan and other (photos, support files, etc.) as applicable.
4.7.2. GIS Requirements: Site Map record drawings must comply with specs 01 00 00. All new and existing utilities, driveways, concrete curbs, sidewalks, roads, paved and unpaved surfaces, buildings, structures, poles, signs, and primary features including supporting facilities of the project within the project’s limit must be accurately noted, both in AutoCAD 2024 and GIS format. Comply with A/E/C CAD Standard (latest and greatest release) and the A/E/C Graphics Standard (latest and greatest release) requirements.
5. ATTACHMENTS
5.1. Location and Vicinity Map - Johnson Softball Field
// END OF STATEMENT OF WORK //
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