20200611_LRAFB FuT AM0003.pdf

Project Amendment

No. AM0003 Date: Thursday, June 11, 2020

Project: C-130 H/J Fuselage Trainer Facility Little Rock Air Force Base, Jacksonville, AR

Solicitation No: W9127S-20-R-6019

This project amendment modifies the original RFP Issue Documents dated April 14, 2020.

It is the responsibility of each Contractor to review all changes relating to the RFP Documents.

This Project Amendment consists of thirty-one (31) comments which either supersede or are in addition to the documents contained within this RFP.

ITEM PROJNET NO. SECTION TYPE DESCRIPTION

1. 8590547 CS-101 REVISED Parking Stripe dimensions (not pavement) changed on CS-101

2. 8590553 CD-101 REVISED CD-101 revised to show electric line.

3. 8590567 Appendix ADD Regulated materials report added to appendices.

4.

8590573 01 11 00.10, 15.5.3.5

DELETE Radon is not an issue at building location. Article to be removed.

5. 8590578 01 11 00.10, 4.8.4.c

REVISED Roof drain pipe diameter changed from 6” to 10”.

6. 8590584 CG-101, CG-

102, CG-103

REVISED Note 13 revised to state storm drain system to have a dedicated drain basin per LRAFB Design Criteria.

7. 8590591 CG-101, CG-

102, CG-103

REVISED Note 13 revised for clarity.

8. 8590619 01 11 00.10, 3.2.3

REVISED Section revised for clarity.

9. 8590630 Appendix S ADD Appendix S added to include topographic survey mapping.

10. 8590672 CU-101 REVISED Sewer cleanouts added 100’ apart in accordance with Arkansas Plumbing Code.

11. 8590688 CU-101 REVISED Note revised for proposed storm drain line for clarity.

12. 8590694 01 11 00.10, 4.15.5.e

REVISED Section modified to be consistent with JWW requirements.

13. 8590698 CS-101 REVISED Note 8 revised to specify 4” thick concrete and rack for minimum of 5 bicycles.

14. 8590718 CS-102 REVISED Diameter of movable bollards to be revised to 5” diameter steel guard post schedule 40 with ¼” x 5 3/16” diameter cap plate.

ITEM PROJNET NO. SECTION TYPE DESCRIPTION

15. 8590728 01 11 00.10,

13.2.2 REVISED Sod is required, not hydroseeding. Section revised.

16. 8590899 01 11 00.10, 6.2.4.e

DELETE 01 11 00.10, 6.2.4.e deleted.

17. 8598584 01 11 00.10, 9.11

ADD Access control is required at the main facility entrance. This to be connected to the existing base Advantor system. Section added.

18. 8598625 01 11 00.10, 9.4.5

REVISED Section revised to indicate size of 400 Hz power converters at 180 kVA.

19. 8598632 01 11 00.10, 9.4.5

REVISED Section revised to indicate that 400 Hz power converters shall match existing facility.

20. 8600309 01 11 00.10, 5.13

REVISED Section Revised to state, “Provide UFGS Section 01

35 26 GOVERNMENT SAFETY

REQUIREMENTS”

21. 8607983 01 11 00.10, 9.7.1

REVISED Section revised to exclude trainer bays from requiring communication outlets every eight feet.

22. 8608139 Solicitation REVISED Solicitation to be revised to reference 01 33 16.00 Design Data After Award

23. 8608705 01 11 00.10, 9.5.1.3

REVISED Section revised to include lighting independent of the highbay fixtures for NVG operations.

24. 8611591 01 11 00.10, 4.12.3

REVISED Service disconnect to be located at the building exterior in accordance with LRAFB electrical design standards.

25. 8611645 01 11 00.10, 9.4.5

REVISED Section revised to indicate 400 Hz power converters to be government furnished.

26. 8611753 01 11 00.10, 8.5.4.1

REVISED Provide dual flush type water closets. Provide hard wired automatic flush valve type urinals.

27. 8611965 01 11 00.10, 9.11

ADD Intrusion detection and CCTV are not required.

Access Control is required at the building main entrance. Section added.

28. 8612091 01 11 00.10, 4.9.7

REVISED Section revised to eliminate Center of Expertise approval of the apron pavement.

29. 8607890 01 33 16.00 10 3.6.7.1

01 91 00.15

1.3

01 91 00.15

1.8.2 b

REVISED Revise section to remove references to Compressed Air Systems

Revise section to remove reference to Compressed Air and Vacuum Systems

Revise section to remove reference to Compressed Air and Vacuum Systems

30. 8611757 01 11 00.10 8.2.5

REVISED Revised to remove ‘welded’ from description of natural gas system steel. In accordance with UFC 23 11 23, natural gas piping will utilize both welded and threaded connections (for pipe sizes less than 2”).

31. 8611880 01 11 00.10 10.3.1.1

REVISED Revised to clarify use of restroom exhaust fans and Exhaust Recovery Ventilator (ERV)

END OF AMENDMENT

Distribution:

cc: Eric Lintz, USACE Roger “Blake” Allred, USACE Andrew Brown, USACE

PN456154

C-130 H/J FUSELAGE TRAINER FACILITY

LITTLE ROCK AIR FORCE BASE

JACKSONVILLE, ARKANSAS SOLICITATION NO. W9127S20R6019

ms1984 PROJECT TABLE OF CONTENTS Page 1

AMENDMENT 0003 TO SOLICITATION W9127S20R6019 ON 06/11/2020

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

TO BE PROVIDED BY GOVERNMENT

DIVISION 01 - GENERAL REQUIREMENTS

01 00 50 FORMS AND ATTACHMENTS

01 11 00 SUMMARY OF WORK

01 11 00.10 DESIGN REQUIREMENTS

01 14 00.00 46 WORK RESTRICTIONS (SWL)

01 15 10.10 46 AT/OPSEC SITE SECURITY REQUIREMENTS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01 00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANGAEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

APPENDICES

APPENDIX A GEOTECHNICAL EVALUATION REPORT

APPENDIX B LIST OF DRAWINGS

APPENDIX C DRAWINGS (PROVIDED SEPARATELY)

APPENDIX D GBI GUIDING PRINCIPLE COMPLIANCE SCOPING CHECKLIST

APPENDIX E AIR FORCE SUSTAINABLE SCORESHEET

APPENDIX F MILCON REQUIREMENT DOCUMENT, JUNE 2017

APPENDIX G LOCKHEAD MARTIN C-130J MAINTENANCE AND AIRCREW TRAINING

SYSTEM (MATS)III, 19 FEBRUARY 2020

APPENDIX H NOT USED

APPENDIX I C-130H2 AIRCREW TRAINING SYSTEM (HATS), CDRL AXXX TRAINING

FACILITIES REPORT FOR AIR MOBILITY (AMC) AND FUSELAGE

TRAINERS (FUTs), 30 JULY 2019

APPENDIX J LRAFB ARCHITECTURAL COMPATIBILITY GUIDE

APPENDIX K LRAFB DESIGN GUIDANCE

APPENDIX L LRAFB SPECIFICATIONS

APPENDIX M FIRE FLOW RESULTS

APPENDIX N ROOM CRITERIA SHEETS

APPENDIX O ROOM FINISH SCHEDULE

APPENDIX P HVAC STANDARDIZATION DOCUMENT

APPENDIX Q DIGGING PERMIT

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APPENDIX R JACKSONVILLE WATER UTILITY

AM0003 APPENDIX S-TOPOGRAPHIC SURVEY MAPPING

-- End of Project Table of Contents --

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SECTION 01 11 00.10 – INDEX

PART 1 DESIGN OBJECTIVES

PART 2 FUNCTIONAL AND AREA REQUIREMENTS

PART 3 SITE PLANNING AND DESIGN

PART 4 SITE ENGINEERING

PART 5 ARCHITECTURAL & INTERIOR DESIGN

PART 6 STRUCTURAL DESIGN

PART 7 THERMAL PERFORMANCE

PART 8 PLUMBING

PART 9 ELECTRICAL SYSTEMS

PART 10 HEATING, VENTILATING, AND AIR CONDITIONING

PART 11 FIRE PROTECTION

PART 12 SUSTAINABILITY REQUIREMENTS

PART 13 DEMOLITION

PART 14 ENERGY CONSERVATION

PART 15 ENVIRONMENTAL

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DESIGN REQUIREMENTS

PART 1 DESIGN OBJECTIVES

1.1 SCOPE OF WORK

1.1.1 Design and construction shall comply with the requirements contained in this Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP establish minimum standards for design and construction quality. The Designers of Record (DOR) shall use the Unified Facilities Guide Specifications (UFGS), the fully detailed Unified Facilities Criteria (UFC), the LRAFB Architectural Compatibility Guide (refer to Appendices), LRAFB Design Guidance (refer to Appendices) and the design standards and codes, contained in this RFP, to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain a durable, functional building complete and adequate for Little Rock Air Force Base (LRAFB) and the project including site improvements and demolition of the existing pavilion.

1.1.2 The building and site drawings included in this RFP illustrate the conceptual design of the project. Site and floor plans provided shall be followed by the Contractor to comply with the Little Rock Air Base functional needs. No particular structural system is selected or recommended by the government;

therefore, the structural design is the contractor's responsibility. The drawings in this RFP assume that a pre-engineered structure will be utilized for the trainer bays.

Comprehensive Interior Design services shall be included in the Base Bid to fully develop the furniture design. Furniture and equipment shall be Government Furnished and Government Installed (GFGI). All utility layout plans and utility sizes are conceptual. Final design development is the responsibility of the Designer of Record.

1.1.3 All facility drawings including sections, elevations, floor plans, site plans, and elevations and perspectives (furnished with RFP) are indicative of the conceptual design and architectural language required for project completion.

Building site footprints and floor plans are prescriptive (including dimensions) and shall be followed by the Contractor to comply with the functional needs outlined and specified within documents provided. The building elevations may need to be further developed to account for final design constraints, but the Contractor shall plan to adhere to the concept as closely as practicable. The Contractor shall assume material types shown in elevation connect, from depicted point to depicted point, across the façade plane not specifically indicated. Material substitutions proposed and/or assumed in areas not depicted will be rejected based on the design intent stated herein. Applicable specification sections shall be incorporated in final development of materials indicated on

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elevations, plans, details, and integrated in architectural details submitted for final approval. No particular structural system is selected or recommended by the government as long as the floor plans and elevations are constructed as shown; the structural design is the Contractor’s responsibility including integration with all mechanical, electrical systems, and all required coordination.

1.1.4 This contract shall consist of a base bid for the design and construction of the buildings and surrounding area, including all program spaces complete with associated utilities, storm drainage, sanitary, water, communications, electric, HVAC, lightning protection, fire protection/alarm system, paving, sidewalks, curbs, gutters, access drives, exterior lighting, grading, demolition and physical security requirements. Base bid also includes demolition of the existing pavilion and new construction of the Fuselage Training facility. In addition, there are bid options that may or may not be awarded.

1.2 APPLICABLE CRITERIA

1.2.1 Applicable design and construction criteria is specifically indicated, but not limited to that mentioned in this Section.

Criteria shall be taken from the most current references as of the date of issue of the RFP, unless noted otherwise.

Referenced codes and standards are minimum acceptable criteria.

Administrative, contractual, and procedural features of the contract shall be as described in other sections of the RFP.

1.3 SPECIFICATIONS

1.3.1 See Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER

AWARD)for further technical specification preparation requirements.

1.4 DESIGN QUALITY

1.4.1 The main objectives of this solicitation are to obtain a new building and associated site development including removal and relocation of existing buildings currently utilized by the funds available, and to maximize design and materials quality.

Design and materials quality is achieved through the integration of utility systems within the building and on the site, selection of building systems for low-cost maintenance and operation, and an overall balance of aesthetics and functionality within the parameters provided herein. Refer to the U.S. Corps of Engineers Southwestern Division Architectural and Engineering Instruction Manual.

1.5 DESIGN REQUIREMENTS

1.5.1 Requirements stated and illustrated in this RFP are intended as minimums. The floor and site plans are to be adhered to in so far as the general concepts show. The footprint of the facility and all the building elevations are to be as indicated in the drawings. Innovative, creative, or cost-saving proposals which meet or exceed these requirements are

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encouraged and shall be considered during the design submittal reviews.

1.5.2 The drawings provided establish project floor area

requirements and spatial relationships that have been reviewed for user function and preliminary code compliance. Floor and site plans may change with government approval to enhance design, comply with codes, incorporate options, include betterments, or support constructability.

1.5.3 Specific sizes for any mechanical and electrical equipment

(i.e. chillers, air handlers, transformers, distribution panels, etc.) stated in the RFP are included for information only and are intended as minimums. These sizes are to be confirmed as part of the RFP response process and further validated during the final design development by the DOR.

1.6 DESIGN DOCUMENTS

1.6.1 All engineered drawings generated should be in State Plane

Coordinates with the horizontal datum of NAD83 and a vertical datum of NGVD 29. After completion of all work, submit record drawings, installation and maintenance manuals, certification or backflow installation/testing, and other required project documents to the Government.

All Computer Aided Design and Drafting (CADD) files shall be submitted in the format used by AutoCAD software by Autodesk, Incorporated. See Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD) for additional CADD and Building Information Systems (BIM) software requirements.

1.7 SUSTAINABLE DESIGN REQUIREMENTS

1.7.1 The goals for improving the sustainability of facilities include: (a) use resources efficiently and minimize raw material resource consumption, including energy, water, land and materials, both during the construction process and throughout the life of the facility, (b) maximize resource reuse, while maintaining financial stewardship, (c) move away from fossil fuels towards renewable energy sources, (d) create a healthy and productive work environment for all who use the facility, (e) build facilities of long-term value, and (f) protect and, where appropriate, restore the natural environment.

Sustainable design techniques shall be considered as they relate to building design, construction, operation, and deconstruction. Techniques which conserve energy, improve livability, and can be justified by life cycle cost analysis as cost effective are encouraged.

1.7.2 The Government is required by Public Law 102-486, Executive

Order 12902, and Federal Regulations 10 CFR 435 to design and construct facilities in an energy-conserving manner while considering life cycle cost over the life of the facilities.

The requirement of this RFP supersede any LEED requirements

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listed in the LRAFB 19th Civil Engineering Squadron Design Standards.

1.7.3 The project is to be designed and constructed to comply with UFC 1-200-02, High Performance and Sustainable Building Requirements. The Design Build team must include the specific sustainability requirements in 01 33 29 SUSTAINABILITY REPORTING and Section 01 91 00.15 TOTAL BUILDING COMMISSIONING.

The Design Build team must include the requirements in 01 33 29 SUSTAINABILITY REPORTING, instructing the Contractor to third-party validate that the Federal/UFC requirements have been met using Green Building Initiative (GBI) Guiding Principle Compliance (GPC) systems. LEED certification is not a requirement. The Sustainability enotebook, and the requirements in 01 33 29 SUSTAINABILITY REPORTING will be used to track and report project compliance status. See also the Whole Building Design Guide’s FHPSB website for new construction: http://www.wbdg.org/references/fhpsb_new.php

1.7.4 A preliminary Air Force MILCON Sustainability Requirements

Scoresheet has been provided as part of this contract. The Contractor is responsible for keeping this and other compliance reporting documents updated throughout the course of design and construction.

1.7.5 The project has been registered with the Green Building Initiative (GBI) for Guiding Principle Third Party Compliance verification.

The project registration number is #69061 with GBI. The project registration will be transferred to the Contractor and the Contractor is responsible for guiding the project through the third party compliance requirement of UFC 1-200-02. The “Department of Defense Guiding Principles Compliance for New Construction and Modernization Survey” is attached to this document. This survey shall be completed and submitted to GBI for third party verification as required throughout design and construction.

1.7.6 At a minimum, the Contractor shall edit and submit the following

UFGS:

a. Section 01 91 00.15 TOTAL BUILDING COMMISSIONING

b. Section 01 33 29 SUSTAINABILITY REPORTING

c. Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

1.7.7 For the specification sections listed above the contractor shall provide all Government submittals requiring Government approval.

Designer of Record shall not remove submittal requiring Government approval without approval of the Contracting Officer. For the specification section listed above the contractor shall preform and document all Predictive Testing and Inspections Tests listed for systems and equipment included in this contract.

http://www.wbdg.org/references/fhpsb_new.php

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1.8 ACCESSIBILITY REQUIREMENTS

1.8.1 The building facility shall be accessible to physically disabled persons and shall conform to the ADA and ABA Accessibility Guidelines for Buildings and Facilities (unless otherwise noted).

1.9 FORCE PROTECTION & ANTI-TERRORISM CONSIDERATIONS

1.9.1 Project design and construction shall comply with the

Department of Defense Minimum Antiterrorism Standards for Buildings which are available on the internet at http://www.wbdg.org for Unified Facilities Criteria Series 4- 010-01. Mass notification systems shall be in accordance with UFC 4-021-01. The training support area of the facility is a primary gathering facility within a secure perimeter. The trainer bays are designated as low occupancy facility within a secure perimeter.

1.10 HAZARDOUS MATERIALS ABATEMENT

1.10.1 See Part 15 Environmental in this section for guidance on hazardous materials.

1.10.2 Environmental Survey: A regulated materials report is included in the Appendices. The Contractor will perform additional testing at their expense if they determine it is needed. The Contractor shall be compensated for removal of any material requiring abatement not indicated in the survey provided herein. All items indicated in the survey and any found during construction that contain hazardous material shall be removed and disposed of in accordance with federal, state, and LRAFB

1.11 RADON MITIGATION REQUIREMENTS

1.11.1 The Radiation Safety Officer has identified LRAFB as a

Medium Risk Area for radon infiltration. Contractor is responsible for designing and installing radon mitigation measures in accordance with UFC 3-490-04A- Indoor Radon Prevention and Mitigation, EPA 402-R-93-078, EPA 402-R-93- 003, EPA 402-R-92-004, EPA 625-R-92-016 and EPA 625-R-93-

011. Radon testing has been performed and is included in the environmental survey included in the Appendices.

1.12 PERMITS

1.12.1 The contractor shall be responsible for preparing, filing, and paying for any fees required to obtain all necessary permits for the construction of this project.

http://www.wbdg.org/

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PART 2 FUNCTIONAL AND AREA REQUIREMENTS

2.1. GENERAL REQUIREMENTS

2.1.1. Gross Area Definition

Gross building area is measured to the outside face of exterior enclosure walls. The gross floor area of the project shall be determined by the Contractor's proposal to meet all RFP requirements including minimum net areas indicated in this

RFP.

2.1.2. Net Area Definition

Net area is measured to the inside face of the room or space walls.

2.1.3. Net Area Requirements

Minimum net area requirements for programmed spaces are included on the drawings included in the RFP. Net areas indicated for building circulation and utility rooms are for guidance only. These spaces shall be sized to accommodate the required function and equipment, comply with code requirements, enhance constructability, and comply with other requirements of the RFP.

2.1.4. Finish Requirements

Room finishes as indicated on the Room Finish Schedule (refer to Appendices) are the minimum requirements and shall be further developed by the Interior Designer of Record and submitted in Structural Interior Design (SID) binders.

2.1.5. Furniture Requirements

Provide a Comprehensive Interior Design (CID) for furnishings and equipment in all spaces where appropriate. Furniture and equipment plans shall be developed to accommodate the building occupants' needs. The CID shall be developed per the requirements of Chapter 5 Furniture, Fixtures and Equipment Interior Design of UFC 03-120-10 Interior Design.

Furnishings shall not be provided nor installed by the Contractor. However, the Contractor shall assure coordination between the furnishings in the CID, finishes in the SID, government furnished, government installed (GFGI) equipment, building structure, and building utilities including location of light switches, electrical outlets, communications outlets, utility panels, and HVAC units within furnished areas.

Government Furnished Contractor Installed (GFCI) Equipment

Where indicated on the RFP drawings, the Contractor shall be responsible for installing or relocating Government Furnished Equipment. Contractor shall be responsible for coordinating and providing all necessary utilities including lighting, electrical, communications, water, and HVAC requirements for

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Government Furnished Equipment. Government furnished contractor installed equipment is listed in the room description sheets as (GFCI).

2.2. FUNCTIONAL AREA REQUIREMENTS

Building spaces and requirements are described on the Room Description Sheets included in the Appendices. Additional supplemental general information is provided in the following paragraphs.

2.2.1. Workstations

The typical minimum workstation size is nominally 8 feet x 8 feet. Unless otherwise noted the facility, design shall accommodate this size workstation where called out on the Room Description Sheets (refer to appendices).

2.2.2. Janitor’s Closet

Provide a minimum of one janitor’s closet as indicated on the RFP drawings.

2.3. CIRCULATION AREA REQUIREMENTS

Building circulation spaces and requirements shall be as follows:

2.3.1. Vestibules

Provide vestibules for weather protection of interior spaces at all exterior entrances to corridors. Include aluminum storefront doors. Include lockable/removable mullions at double door entrances to corridors for furniture installation.

2.3.2. Corridors

Unless otherwise noted or required, provide minimum 6 feet wide main and entry corridors with secondary corridors sized to accommodate door latch clearances and code requirements.

2.3.3. Other Requirements

Provide one handicap accessible electric water cooler on each floor. Provide semi-recessed fire extinguisher cabinets with 10 lb ABC extinguishers to comply with code requirements, finished to coordinate with the SID finish scheme. Fire extinguishers shall be installed per NFPA 101, Life Safety Code. Portable fire extinguishers must be located and installed in accordance with NFPA 10, Portable Fire Extinguishers.

2.4. UTILITY AREA REQUIREMENTS

Building utility spaces and requirements shall be as follows (see other Parts in this section for specific mechanical and electrical requirements):

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2.4.1. Mechanical Rooms

Dedicated area provided for mechanical equipment to include HVAC and water heating. Mechanical room shall not be used for storage or other purposes. Access shall be limited to authorize personnel only. First floor access is through only an exterior double door. Room shall be sized to allow adequate clearance, equipment removal, and maintenance. Changes to the provided floor plan to increase or decrease the room area shall require approval by the Contracting Officer. Provide openings to accommodate piping and ductwork as necessary.

2.4.2. Electrical Room

Dedicated area provided for electrical service equipment.

Electrical room shall not be used for storage or other purposes. Access shall be limited to authorized personnel through a door that opens out with panic hardware per code requirements. Room shall be sized to allow adequate clearance, equipment removal, and maintenance. Changes to the provided floor plan to increase or decrease the room area shall be approved by the Contracting Officer. Provide floor openings to accommodate conduit in vertical shaft spaces as necessary.

2.4.3. Communications Equipment Room (CER)

The CER serves as the entrance facility for all incoming communications duct and service and as the location for communications and information infrastructure, such as the building PABX, RST, and LAN switches.

Location, Sizing, and Details – The CER will be located on the first floor along an exterior wall. It must be a dedicated space not shared with other functions (i.e. building electrical or mechanical utilities). As a minimum, the CER should have 3/4 inch plywood backboards on all walls, from no greater than 1 inch above the finished floor level to no less than 7 feet above the finished floor level. Provide 3 foot wide by 7 foot double-leaf doors with no mullion fitted with a lock to control access to the CER from outside the building. Floors, walls, and ceilings must be treated to eliminate dust. Finishes must be light in color to enhance room lighting. Provide telephone outlets for desk-mounted or wall-mounted telephones as appropriate. Do not locate the CER near other building utility rooms or generators that might cause electromagnetic interference with the CER equipment or where moisture, gases, dust, or other contaminants may enter. The size of the CER, including space for equipment and service entrance facilities, must not be less than what is indicated on the floor plans.

The terminal boards shall be 3/4 inch by 4 foot by 8 foot plywood board coated with two (2) coats of insulation varnish. All walls of the telephone room shall be covered with plywood.

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Changes to the provided floor plan to increase or decrease the room area shall require approval by the Contracting Officer.

Provide openings to accommodate conduit and cable trays as necessary. Refer to appendixes for LRAFB Design Guidance for additional information.

PART 3 SITE PLANNING AND DESIGN

3.1. EXISTING CONDITIONS

3.1.1. The new C-130H/J Fuselage Trainer Facility is to be located in the northeastern area of the Headquarters & Training District (District 1) of Little Rock Air Force Base (LRAFB) to the west of Vandenberg Blvd and north of 6th Street. The site includes a weathered parking lot with access off of 6th Street, along with a pavilion with access from Vandenberg at the north of the lot.

3.1.2. The scope of work includes the demolition of an existing asphalt concrete parking lot and a ramada and built-in barbeque.

3.2. SITE DEVELOPMENT PLAN

The site layout drawing provided is a conceptual layout for the proposed project. During design, the site shall be fully developed to include the requirements of this RFP. The design shall provide an economical and functional plan that utilizes the advantages of the site, and organizes vehicular and pedestrian circulation. The site development plan shall accommodate site opportunities, site constraints, RFP requirements, and applicable codes. The eastern face of the new J-Trainer bays shall align with Vandenberg Boulevard.

3.2.1. Force Protection

The Fuselage Trainer facility and all incidental features shall be designed in accordance with AT/FP criteria and standards, including UFC 4-010-01 and UFC 4-022-02, and with the AT/FP requirements in the Little Rock Air Force Base Design Guidance (refer to Appendices) and Architectural Compatibility Guide (ACG) (refer to Appendices).

Vehicular barriers that allow emergency and service vehicle(s) access to the building shall have the capability of being moved by one person. The barriers shall be located on the receiving/unloading area access roadway and consist of removable bollards with chain extended between each bollard.

3.2.2. All areas affected and immediately adjacent to the construction area to be treated with termiticide. Fipronil product at the highest labeled rate is the only approved termiticide and shall be applied according to manufacturer’s specifications prior to commencing construction.

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3.2.3. (AM0003)For aAll disturbed soil areas (AM0003)sod is requiredshall be provided with 4-inch top soil (fertile material free of trash, debris, and objects larger than 3/4-inch diameter. All areas are to be sodded (AM0003)with 4-inch topsoil and receive Bermuda or similar species that is draught-resistant and approved within the LRAFB Architectural Compatibility Guide (refer to Appendices). (AM0003)Sod shall be rolled to present an even surface. It shall be appropriately staked or pinned on slopes and in water ways to prevent wash out. Any disturbed areas that require grass and located within drainage patterns (i.e. grass swales) shall be sodded.

(AM0003) Turf preparation shall include eradication of unwanted vegetation with an appropriate herbicide. Pre-emergent herbicides may not be utilized until turf is established and deemed appropriate per either the seed manufacturer’s specifications or turf professional’s opinion. Provide a soil test that includes pH, potassium, phosphorus, calcium, magnesium, nematode count, and soil amendment recommendations (N-P-K). A fertilization application schedule and rate for turf areas shall be utilized based upon on the soil analysis.

Contractor shall be responsible for proper care and watering of the turf from the beginning of the turfing operation and continuing for 90 days after completion of installation or until turf is fully established. Turf shall be mown initially after achieving a 3-inch growth and then twice monthly thereafter.

3.2.4. Final landscaping design shall be subject to approval by

Contracting Officer. An irrigation system will not be utilized for this project.

3.3. GRADING AND DRAINAGE

3.3.1. The plan shall reflect selective site clearing that preserves as many areas as possible. Site specific conditions such as flooding and drainage protection, slopes, and onsite drainage detention are to be identified by a drainage study prior to design, showing the recommended solutions. Grading shall manage site runoff to maintain rate of flow and quantity to pre-construction levels, or reduce site runoff where possible.

The principles of positive drainage shall be applied to control the conditions that remove rainfall away from facilities and functions. Site designs shall seek to minimize the disturbance of land, and utilize natural drainage paths where possible.

Federal, state and local regulations regarding the design of storm water management systems shall be considered the minimum design criteria.

3.3.2. All grading shall be designed in accordance with

UFC 3-230-01/AC150/5320- 5C Surface Drainage Design and UFC 3- 201-01 Civil Engineering.

3.3.3. According to Section 438 of the Energy Independence and

Security Act, federal facility projects over 5,000 square feet must maintain or restore to the maximum extent technically feasible – the pre-development hydrology of the property with regard to temperature, rate, volume, and duration of flow. The

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DOR is responsible for meeting all requirements set forth in this document. In addition, the project shall comply with Low Impact Development (LID) per UFC 3-210-10.

3.3.4. The topsoil shall be natural, friable, high-quality soil that is representative of productive, well-drained soils, free of subsoil, stumps, rocks or particle-size larger than 1-inch diameter (per ASTM D422), brush, litter, weeds, roots, toxic substances, and other material detrimental to plant growth.

Keep topsoil separate from other excavated materials. Amend topsoil pH range to obtain pH of 5.5 to 7.0 (per ASTM D4972).

Organic content shall be from 5 percent to 20 percent of the total topsoil composition (per ASTM D2974). Topsoil shall be imported to the site if the existing conditions are not sufficient to provide a minimum 4 inch topsoil layer on all seeded areas.

3.4. CIRCULATION AND PARKING

3.4.1. The vehicular and pedestrian circulation system shall promote safe, efficient movement of vehicles and pedestrians within the project site area, maximizing separation of vehicles and pedestrians. Safe circulation systems have a clear hierarchy of movement, lead to a clear destination, and do not interrupt other functions. The circulation system shall be designed in accordance with UFC 3-201-01.

3.4.1.1. All parking lots shall be designed for 24/7 operations.

Parking lot lighting will be provided contractor as specified in EXTERIOR LIGHTING.

3.4.2. Vehicular Parking

3.4.2.1. Vehicular parking shall be designed with consideration to existing traffic patterns, driveway access to collector streets, and overall site circulation and in accordance with UFC 3-201-01. A new parking lot with a total of 65 parking spaces including accessible spaces and an area for motorcycle parking. These parking areas shall include the minimum required handicapped accessible parking spaces per the Americans with Disabilities Act Accessibility Guidelines (ADAAG). All parking lots shall meet all current Anti-Terrorism/Force Protection (AT/FP)

3.4.2.2. POV parking spaces shall have minimum 9 feet x 18.5 feet dimensions in areas of curbs and 9 feet x 20.5 feet without overhang.

3.4.2.3. Construction vehicle parking for this project shall be limited to parking only on the gravel lot and in staging and lay-down area(s).

3.4.2.4. Fire truck access per UFC 3-600-01 shall be marked on the concrete apron. The fire lane pavement marking shall be a continuous 20 feet wide marking located 20 feet from the building (H trainer bays and J trainer bays). The striping

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shall be 6 inches wide yellow and include diagonal striping spaced 2 feet apart.

3.5. DEFINITIONS

3.5.1. Drive Aisle Design

3.5.1.1. Drive aisles adjacent to parking spaces for this project site shall be a minimum of 24 feet wide. The parking lot spaces shall be laid out for passenger-class vehicles and light-duty delivery vehicles (vans, pickups, etc.).

3.5.1.2. Separation, aisle width, corner clearances, and sight distance are established when the design vehicle templates and speed limits are selected. Design pavements for the wheel load associated with the design vehicle in accordance with a geotechnical investigation report.

3.5.2. Emergency Vehicle Access

3.5.2.1. Emergency access drives shall be a minimum of 20 feet wide and designed in accordance with UFC, NFPA, LRAFB, and AT/FP requirements.

3.5.3. Vehicle Parking

3.5.3.1. Non-handicapped stalls without vehicle overhang shall be

9 feet x 18.5 feet. Handicapped parking stalls shall be as required by the ADAAG. All parking stalls shall be designed to be perpendicular to parking lot aisles.

3.5.3.2. A minimum of four motorcycle parking spaces shall be provided on site in the base bid. The spaces shall be a minimum of 4.5 feet x 9 feet and located upon a concrete pad designed according to DOR’s geotechnical report recommendations.

3.5.4. Pedestrian Circulation

3.5.4.1. Provide a sidewalk layout to connect all building entrances with parking, site facilities, and existing walks.

Pedestrian circulation shall be based on pedestrian desired lines of walking between site facilities and existing walks. Desired lines shall be weighted to predict the most traveled routes which shall then require paving. Sweeping curves shall be used to give the tie-in locations with the existing walks an aesthetically pleasing appearance.

Topography and vegetation shall be used to control and reinforce movement. Design pedestrian concentration areas with adequate paved areas in accordance with a geotechnical investigation report. A new pedestrian crossing from the existing Building 1222 across 6th Street shall be provided as shown in the site plan. A new sidewalk will be constructed on the west side of the new parking lot as shown in the site plan.

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PART 4 SITE ENGINEERING

4.1 GENERAL

4.1.1 Site development associated with the new C-130H/J Trainer

Facility shall consist of the earthwork, rigid paving for the receiving/unloading area, flexible or rigid paving for parking lots, flexible pavement for new access roads, concrete sidewalks, curbs and gutters, landscaping, sanitary sewer, storm sewer, water, electric power, communications, HVAC and site lighting systems. All utility layout plans and utility sizes are conceptual. Final design development is the responsibility of the Designer of Record (DOR). The provided drawings show a possible design solution for the site. The contractor is responsible for verifying that the design that is bid complies with all specifications and standards listed in this document. The design may be altered, but Contracting Officer shall approve the final design drawings. Construction for the fuselage trainer facility site shall be limited to the site constraints shown on the drawings provided. For guidance relating to the site planning and design, refer to the UFC Series 3-201-01 and (refer to Appendices) LRAFB Design Guidance, “19th Civil Engineer Squadron Civil/Standard Engineering Design Criteria and Expectations for LRAFB” for LRAFB. Paved areas shall be laid out using a combination of profiles, typical sections, and spot elevations. The ground immediately outside the fuselage trainer and building shall be 6 inches lower than the finished floor elevation and then slope away from the building at 2 percent for the first 10 feet.

Non-paved slopes beyond the first 10 feet shall be a minimum of 2 percent. Spot elevations shall be used for the grading of any paved access ways, sidewalks, or parking areas. The use of contours for grading is acceptable for turfed areas. Any borrow soil required shall be acquired from an off-site location.

4.1.2 Materials

As a minimum design criteria, all materials shall conform to the applicable sections of the design and technical criteria contained and cited in this RFP.

4.1.3 Standoff Distances

The proposed site layout shall be in compliance with UFC 4-010-01 Department of Defense Minimum Antiterrorism Standards.

4.1.4 Site Survey

A visual and topographical site survey was conducted on this project and is included in the Appendices. GIS site information provided by LRAFB was also used to generate the conceptual drawings within this RFP. The site survey data includes planimetric features such as buildings, sidewalks, roadways, parking areas visible utilities, and road culverts (including type and size).

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Ground surface elevations and 1-foot interval contour lines are shown as well as rim and/or throat elevations at sanitary manholes, cleanouts, storm manholes, inlets and catch basins.

Known utility sizes and pertinent data are denoted by each utility line. Also shown are the location of fire hydrants and water valves plus location and type of fences and walls.

See the civil RFP drawings for survey data to be used as an aid for proposals. The contractor shall conduct a complete site survey to confirm/verify/augment the provided information.

4.1.5 Notification Prior to Excavation

The LRAFB 19 CES current dig permit requirements are in Appendix Q.

4.1.6 Traffic Control

A Traffic Control plan shall be designed by the contractor and approved by the Government for all work required for this project. For areas of utility construction across existing paved roads and driveways, a minimum of one lane shall remain open at all times.

4.1.7 Roadway Pavement

The roadway pavement design shall cover work for new pavement and existing pavement including restoration, planning and saw cutting. Pavement design shall be in accordance with UFC 3-250-01, Pavement Design for Roads and Parking Areas and a geotechnical investigation report.

4.2 DESIGN STANDARDS AND CODES

Design and construction of facilities shall comply with the latest editions, including applicable changes (as of the issue date of the RFP), of the following standards, codes, and criteria. Where criteria conflict, the most stringent requirement(s) shall apply.

UFC 1-200-01 DOD Building Code (General Building Requirements)

UFC 3 201-01 Civil Engineering

UFC 3-201-02 Landscape Architecture

UFC 3-210-01A Area Planning, Site Planning, and Design

UFC 3-220-03FA Soils and Geology Procedures for Foundation Design of Buildings and Other Structures (Except Hydraulic Structures)

UFC 3-210-05FA, Design: Landscaping Design and Planting Criteria

UFC 3-210-10 Low Impact Development

UFC 3-220-01N Geotechnical Engineering Procedures for Foundation Design of Buildings and Structures

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UFC 3-230-01/AC150/5320-5C Surface Drainage Design

UFC 3-230-03A Water Supply

UFC 3-230-04A Water Distribution

UFC 3-230-06A Subsurface Drainage

UFC 3-230-10A Water Supply: Water Distribution

UFC 3-230-19N Water Supply System

UFC 3-240-07FA Sanitary and Industrial Wastewater Collection:

Gravity Sewers and Appurtenances

UFC 3-250-01 Pavement Design for Roads, Streets, Walks, and Open Storage Areas

UFC 3-250-18FA General Provisions and Geometric Design for Roads, Streets, Walks and Open Storage Areas

UFC 4-020-01 DoD Security Engineering Facilities Planning Manual

UFC 4-010-02 DoD Minimum Antiterrorism Standoff Distances for Buildings (FOUO)

UFC 3-430-05FA, Design: Gas Distribution

UFC 3-600-01 Fire Protection Engineering for Facilities, with Change 2

LRAFB, “Architectural Compatibility Guide (refer to Appendices)

Unified Facilities Guide Specifications (UFGS)

EISA Section 438 (Title 42, US Code, Section 17094)

A Policy on Geometric Design of Highways and Streets”, American Association of State Highway and Transportation Officials

(AASHTO)

“Manual on Uniform Traffic Control Devices (MUTCD)”, Federal Highway Administration

MIL-HDBK 1013-1A, “Design Guidelines for Physical Security of Facilities”

MIL-HDBK 1013-10, “Design Guidelines for Security Fencing, Gates, Barriers, and Guard Facilities”

“Americans with Disabilities Act and the Architectural Barriers Act Guidelines” (ADAAG)

NFPA Manual

Project Request for Proposal (RFP)

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Architectural and Engineering Instructions Manual (AEIM), Southwestern Division

19th Civil Engineer Squadron, Civil/Structural Engineering Design Criteria and Expectations (Refer to Appendices) LRAFB Design Guidance

EISA, Section 438, “Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects”

American Public Works Association

Arkansas Department of Environmental Quality (ADEQ) Construction Stormwater Program

Arkansas Department of Health and Human Services (ADHHS)

Arkansas State Highway and Transportation Department (AHTD) Standard Specifications for Highway Construction

AHTD Drainage Manual

EM 1110-1-1804 Geotechnical Investigations

EM 1110-1-1906 Soil Sampling

EM 1110-2-1906 Laboratory Soils Testing

Surface Deployment & Distribution Command Transportation Engineering Agency (SDDCTEA) Pamphlet 55-17

Ten States Standards for Wastewater Facilities

Ten States Standards for Water Works

TM 5-818-1 Soils and Geology Procedures for Foundation Design of Buildings and Other Structures

TM 5-818-7 Foundations in Expansive Soils

4.3 DEMOLITION

This project requires the demolition of structures, foundations, pavement, sidewalks, vegetation, utilities and other site features that may or may not be shown on the civil demolition sheet. Any aboveground utilities that interfere with the new construction shall be relocated by the Contractor as indicated by the Designer of Record. Any waste excavation shall be properly disposed of off-site.

Demolition on site includes a parking lot and associated curbs and sidewalks. The following existing structures will be demolished; existing ramada (Facility No. 75527) and built-in barbeque, area light poles, volleyball court, concrete slab, and curb inlet catch basin. Drawing CD-101 in the Appendices locates these areas.

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A 6 inch water line running north-south through the proposed site shall be removed. Drawing CD-101 and CD-102 in the Appendices locates the existing lines.

Existing utilities including water, gas, sanitary sewer, electrical and communications lines are located on the southeast side of the site. All utilities and structures shall be removed from under new buildings and structures. The utilities will be removed to the termination point of the utility.

Refer to Part 13 of this section for additional demolition

4.3.1 Abandoned Structures and Utilities

The site shall be prepared to provide relatively uniform subgrade support for the proposed development, including the removal of existing foundations, grade slabs, pavements, and old fill that may be encountered in discrete locations within the building limits during site excavations. Abandoned utility pipes on site shall only be used with the approval of LRAFB.

An on-site decision by the Designer of Record shall be made concerning the necessity for removal of below grade objects under the parking areas.

4.4 PARKING LOTS

4.4.1 Handicap accessibility requirements shall follow the

ADA and ABA Accessibility Guidelines for Buildings and Facilities.

4.4.2 Pavement

The new POV parking lots shall be constructed of either asphalt concrete or Portland cement concrete pavement with concrete curbs as shown on the RFP site plans. The receiving/unloading area shall be concrete while the access roads shall be asphaltic concrete. The mechanical yard pads shall be concrete pavement.

Parking lot shall be designed per applicable State and Local Design Manuals, local Specifications and Standard Drawings, and the geotechnical report recommendations.

The minimum traffic loading for the parking lot shall be assumed to be 75,000 Equivalent Single Axle Loads (ESALs) over the 20-year life of the pavement with a single axle load being 18,000 lbs. per axle. The minimum California Bearing Ratio (CBR) for the pavement subgrade shall be assumed at a value of 5.0.

The receiving/unloading apron shall accommodate large tractor trailer (WB-67) with 80,000 lbs gross weight and 21,500 pounds axle loads (15 trips over 20 years). Also, this pavement

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should accommodate 100,000 trips by a combination of K-loaders, heavy duty forklift, Humvee, and firetruck.

The access roads shall accommodate 50,000 Equivalent Single Axle Loads (ESALs) over the 20-year life of the pavement.

Pavement sections shall be per the contractor’s geotechnical recommendations.

Pavement markings for all new shall be designed and constructed per current Arkansas State Highways and Transportation Department (AHTD) standards and the MUTCD.

Dumpster pads shall consist of Portland cement concrete over crushed aggregate base. Regardless of the design determined per the above design methods, the minimum concrete pavement section shall be:

8-inches of Portland cement concrete on 6 inches of compacted crushed aggregate base.

Dumpster shall have at least 10 foot concrete apron in front of dumpsters.

Mechanical yard pads shall be 6-inch thick concrete over 6 inches of compacted crushed…