W912QR20R0028-0004.pdf

W912QR20R0028-0004

W912QR20R0028

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMDT 0004 SUMMARY OF CHANGES

SUMMARY OF CHANGES

Army Reserve Center Charlotte, North Carolina

W912QR20R0028

Amendment No. 0004

A. General information:

a. The due date and time for Phase II proposal submission has been extended to 2:00 PM (Eastern) on 26 June

2020.

B. The following SPECIFICATION SECTIONS have been revised and reissued:

00 10 00 Price Breakout Schedule 01 02 00.00 48 Statement of Work Part 1 – Paragraph 1.6.2 Part 6 – Paragraphs 6.2.2.3, 6.2.3.4, 6.2.4.4, and 6.2.5.1 Part 9 – Paragraph 9.4.2.1

Part 10 – Paragraphs 10.4.6, 10.4.7, and 10.4.8 Part 11 – Paragraph 11.6.2.2 Attachment P2 – Maintenance Bay 120, Tools and Parts 122 Attachment P4 – Vestibule 001

B. The following SPECIFICATION SECTIONS have been issued:

01 02 00.00 48 Statement of Work Attachment F1 - Existing Site Civil Drawings - C302 Utility Plan

C. The following DRAWINGS have been revised and reissued:

CU101 Site Utility Plan

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 15-Jun-2020 02:00 PM to 26-Jun-2020 02:00 PM.

The following have been modified:

PRICE BREAKOUT SCHEDULE

PROJECT : Design and Construction of an Army Reserve Center

LOCATION : Charlotte, North Carolina

PROPOSER’S NAME :

BASE PROPOSAL

Item No. Description Unit Amount

0001 Primary Facilities Training Center Building 1300 JOB $

0002 Primary Facilities AMSA Building 1324 JOB $

0003 Primary Facilities Training Center Building 1330 JOB $

0004 Primary Facilities Training Center Building 1412 JOB $

0005 Project Site Work JOB $

0006 Fire Pump & Enclosure JOB $

0007 Fire Pump Water Storage Tanks JOB $

0008 Project Permit Fees JOB $ 28,125.00

0009 Project Design Fees JOB $

Subtotal $

OPTION ITEMS

0010 Optional Item ‘A’ - Operations and Maintenance – Army Reserve (OMAR) Funded Equipment Items JOB $

0011 Optional Item ‘B’ – “Bona Fide Need” Operations and Maintenance, Army Reserve (OMAR) Funded Equipment Items JOB $

0012 Optional Item ‘C’ – LEED Certified for Building 1330 JOB $

0013 Optional Item ‘D’ – LEED Certified for Building 1412 JOB $

0014 Optional Item ‘E’ – Additional POV Pavement Replacement JOB $

0015 Optional Item ‘F’ – Additional MEP Pavement Replacement JOB $

TOTAL BASE PROPOSAL + OPTION ITEMS $

Description of Base Proposal Items

(a) Item No. 0001 “Primary Facilities – Training Center Building 1300” includes all Base Proposal construction work required within a line five feet outside of the building, except that work covered by Items No. 0010 and 0011.

(b) Item No. 0002 “Primary Facilities – AMSA Building 1324” includes all Base Proposal construction work required within a line five feet outside of the building, except that work covered by Items No. 0010 and 0011.

(c) Item No. 0003 “Primary Facilities – Training Center Building 1330” includes all Base Proposal construction work required within a line five feet outside of the building, except that work covered by Items No. 0010 and 0011.

(d) Item No. 0004 “Primary Facilities – Training Center Building 1412” includes all Base Proposal construction work required within a line five feet outside of the building 1324, except that work covered by Items No. 0010 and 0011.

(e) Item No. 0005 “Project Site Work”, includes all Base Proposal construction work required beyond a line five feet outside the buildings and the work associated with the vehicular circulation associated with the access drives, and privately owned vehicle (POV) parking area except that work covered by Items No. 0001, 0002, 0003, 0004, 0014 and 0015.

(f) Item No. 0006 “Fire Pump & Enclosure”, includes the cost for the Offeror to provide and connect a fire pump and enclosure if required for the project as determined by the Offeror.

(g) Item No. 0007 “Fire Pump Water Storage Tanks”, includes the cost for the Offeror to provide and connect the fire pump water storage tanks along with their associated concrete foundations if required for the project as determined by the Offeror.

(h) Item No. 0008 “Project Permit Fees”, includes the cost for the Offeror to pay fees associated with required permits from the City of Charlotte and the State of North Carolina for sanitary sewer, watermain, driveways, erosion control, and NPDES.

(i) Item No. 0009 “Project Design Fees”, includes the fees for the Offeror’s design professionals to complete the Base Proposal design and construction documents for the project along with Optional Bid Items ‘A’ and ‘B’.

(j) Item No. 0010 “Optional Item ‘A’ - Operations, Maintenance Army Reserve (OMAR) Funded Equipment Items (Items funded at or shortly after the time of construction award) ” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to be permanently attached to the construction.

OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI).

CFCI OMAR Funded Equipment Items for this project consists of:

1. Arms Vault, Portable

2. Metal Lockers at Buildings 1324 and 1412 Amdt. #0004

3. Deleted Amdt. #0004

This option may be exercised within 90 calendar days from Notice to Proceed.

(k) Item No. 0011 “Optional Item ‘B’ “Bona Fide Need” Operations, Maintenance Army Reserve (OMAR) Funded

Equipment Items (To be awarded within six months of BOD)” includes all work required to furnish and install “OMAR Funded Equipment Items” which are considered to not be permanently attached to construction.

OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI).

CFCI “Bona Fide Need” OMAR Funded Equipment Items for this project consists of:

1. Freestanding metal shelving as per section 01 02 00.06 48 paragraph 6.5.18

2. Refrigerators at AMSA Building 1324 Break Room; Building 1330 Unit Common 235; Building

1412 Break Room and Lactation Room.

3. Microwave at AMSA Building 1324 Break Room; Building 1330 Unit Common 235; Building

1412 Break Room and Lactation Room.

4. Exterior Ash/Trash at exterior entries to Building 1300 (quantity of 1), Building 1324 (quantity of

1), Building 1330 (quantity of 3) and Building 1412 (quantity of 2).

5. Window treatments as per section 01 02 00.06 48 paragraph 6.5.12

6. Fire extinguishers as per section 01 02 00.06 48 paragraph 6.5.15.

7. Building 1412 Kitchen Equipment:

a. Freezer – Item 7.

b. Refrigerator – Item 8.

c. Worktables, Mobile – Item 12.

d. Food Preparation Table – Item 13A.

e. Slicer – Item 13B.

f. Can Opener – Item 13C.

g. Cold Food Counter, Mobile – Item 14.

h. Hot Food Counter, Mobile – Item 15.

i. Mixer – Item 16A.

j. Mixer Stand – Item 16B.

k. Security Racks – Item 17.

l. Shelving Units – Item 18.

m. Worktables – Item 19A.

n. Ice Dispenser – Item 19B.

o. Coffee Makers – Item 19C.

p. Rubber Floor Mats – Food Service Equipment Item 25.

This option may be exercised within 600 calendar days from Notice to Proceed.

(l) Item No. 0012 “Optional Item ‘C’ LEED Certified for Building 1330”, includes the cost to design, construct, and obtain Certification for measures necessary to achieve LEED Certified for Building 1330. Note that measures taken under this option cannot change the systems described or reduce the minimum requirements described in the RFP.

(m) Item No. 0013 “Optional Item ‘D’ LEED Certified for Building 1412”, includes the cost to design, construct, and obtain Certification for measures necessary to achieve LEED Certified for Building 1412. Note that measures taken under this option cannot change the systems described or reduce the minimum requirements described in the RFP.

(n) Item No. 0014 “Optional Item ‘E’ Additional POV Pavement Replacement”, includes all the work associated with the design and construction of the privately owned vehicle (POV) parking area noted as ‘Optional Bid Item E’ on the RFP drawings.

(o) Item No. 0015 “Optional Item ‘F’ Additional MEP Pavement Replacement”, includes all the work associated with the design and construction of the military equipment parking (MEP) area noted as ‘Optional Bid Item F’ on the RFP drawings.

(End of Summary of Changes)

Army Reserve Center Amdt. #0004 Charlotte, North Carolina P2# 473765 D/B RFP Certified Final

Corrected Final Submittal-July 2019 01 02 00.00 48 Part 1 - 1 of 12

PART 1

DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS

1.1 SCOPE OF WORK. The objective of this solicitation is to renovate existing facilities in which the Using Units are able to effectively implement their Army Reserve support and training missions. These activities require sufficient space with up-to-date furnishings and equipment to support the Units’ full-time and Army Reserve personnel.

The renovated facilities will consist of (4) buildings and associated site improvements, complete and adequate for assignment as a United States Army Reserve Training Center. The buildings include Training Center Building 1300, Training Center Building 1330, Training Center Building 1412 and associated portable Arms Vault, Area Maintenance Support Activity (AMSA) Building 1324 and its associated Controlled Waste Building and Vehicle Wash Platform. A fire sprinkler pump house and associated water storage tanks are also included if required for the project as determined by the Offeror.

1.1.1 Requirements stated in this RFP are minimums; design and construction shall meet or exceed the requirements. The design and technical criteria contained and cited in this RFP establish minimum standards for design and construction quality.

1.1.2 This project shall consist of the design and construction of an Army Reserve Center Full Facility Revitalization (FFR) as described in this RFP on Government-owned land at Charlotte, North Carolina.

1.1.3 Bid Options. The Government has identified Option Items which may be included in the project, if available funds allow and government authorization is given.

The Option Items are listed individually on the Price Breakout Schedule.

1.2 DESIGN OBJECTIVES.

1.2.1 Applicable Criteria. Applicable design and construction criteria references are listed in this Statement of Work and in the Outline Technical Specifications. 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.

1.2.1.1 This RFP and its referenced documents define the necessary criteria to plan and design the Army Reserve Center FFR. Functional space requirements are indicated in the Army Reserve Facilities (UFC 4-171-05), referred to as the Design Guide’ (DG), which also provides general criteria and guidance for the design of Army Reserve facilities. Typical functional space furniture layouts and inventories are provided in the RFP drawings; Contractor’s designers shall adapt these to the final floor plans.

1.2.1.2 Where specific manufacturer or vendor names are called out in this RFP, the intention is to provide the desired quality and salient features for the system or material.

Part 1 - 2 of 12

1.2.1.3 Unless the manufacturer or vendor is identified as “sole-source”, or with similar language, the Contractor may provide an equivalent or better system or material of another vendor or manufacturer.

1.2.2 Primary Consideration. The primary consideration of this solicitation is to obtain an Army Reserve Center FFR within funds available, and to maximize design quality. Offerors are encouraged to review the RFP to familiarize themselves with all RFP requirements.

1.2.3 Design Quality. Design quality is achieved through the optimization of interior planning, integration of the buildings with the site, sustainability, selection of building materials and systems for low-cost maintenance and operation, and an overall balance of esthetics and functionality. The Army Reserve encourages a project design of award-winning caliber.

1.2.4 Design Freedom. Requirements stated in this RFP are minimums.

Innovative, creative, or cost-saving proposals, which meet or exceed these requirements are encouraged, and will be considered more favorably.

1.2.4.1 The project conceptual design was developed by the Army Reserve, the Corps of Engineers, and an A/E design team; this conceptual design is acceptable to the Government.

1.2.4.2 The conceptual design Drawings, this Statement of Work, and the Outline Technical Specifications, along with the other information and requirements in this RFP, serve as requirements for Contractor building design and construction completion, along with other code, regulatory and professional practice requirements. The extent of development of these RFP documents in no way relieves the successful offeror from responsibility for completing the design, construction documentation, and construction of the facility in conformance with Applicable Criteria and codes.

1.2.4.3 The conceptual design illustrates desired general arrangements, orientation, and adjacencies; it is not intended to dictate the final layout and image for the project.

The Contractor’s designers shall develop and refine the conceptual site and building design in their completion of the design and construction documents. Such development shall be consistent with the criteria and acceptable to the Government.

1.2.4.3.1 Numbers, sizes and locations of doors and windows indicated on the conceptual plans in this RFP are not intended to dictate the final fenestration design.

Refer to Attachment E for existing building drawings and Attachment D for photographs of existing building exteriors.

1.2.4.3.2 Renovate buildings to enhance or complement the visual environment of the Installation or neighborhood. Exterior materials and detailing shall be compatible with the existing buildings, and shall follow established architectural themes. Exterior colors shall conform to the palette of colors currently used on the existing buildings.

Part 1 - 3 of 12

1.2.4.4 The Contractor shall accommodate minor site and building plan changes by the Government in the early stages of the design process, as a normal part of the design development process. The Contractor may adjust spaces, within the overall and specific functional area guidelines, as required to accommodate structural layout, and as necessary to provide adequate space for mechanical, electrical and telecommunication spaces. The mechanical and electrical spaces must provide adequate space to safely and efficiently accommodate equipment operation and maintenance. The spatial relationships and adjacencies in the RFP drawings, however, must be maintained, unless the Contractor recommends changes to the Government, and the Government accepts such changes.

12.4.5 Not Used.

1.2.4.5 The Contractor’s architect or interior designer shall select the final palette of colors and materials for building interior and exterior to produce a pleasing appearance, coordinated throughout.

1.2.5 Installation Design Guidance. Not Used.

1.2.6 Antiterrorism and Force Protection Considerations. Project design and construction shall comply with the Department of Defense Antiterrorism (AT) Standards for Buildings, UFC 4-010-01. The conceptual site and building design has been developed in general accordance with AT requirements.

1.2.6.1 Refer to the MEMORANDUM FOR PPMD titled “Implementation of UFC 4- 010-01 revision 12 Dec 2018” dated 22 January 2019. Privately Owned Vehicle (POV) Parking is permitted within the unobstructed space, however may be temporarily eliminated within the unobstructed space

1.2.6.2 Compliance with the minimum protective measures for DoD inhabited buildings, as defined in UFC 4-0101-01, is required.

1.2.6.3 The project costs for Training Center Buildings 1300, 1330, and 1412 and AMSA Building 1324 exceed the 50% replacement costs of the existing buildings.

1.2.6.4 Training Center Buildings 1300, 1330, and 1412 are Inhabited Buildings.

1.2.6.5 AMSA Building 1324 is a Low-Occupancy Building, and AT Standards do not apply to this building.

1.2.6.6 The Contractor shall complete an ATFP Checklist (header label of “DoD Minimum Antiterrorism Construction Standards – Checklist”) for the project to demonstrate compliance. The form is available on the Corps of Engineers, Louisville District, Army Reserve Customer Website (link labeled “LRL ATFP Standards Review Checklist”).

Part 1 - 4 of 12

1.3 CONTRACTOR RESPONSIBILITY.

1.3.1 The Contractor shall provide all labor, materials, equipment, supplies, permits, fees, and consultant services to design and construct this complex. The complex shall be a complete and usable facility, meeting the requirements of this RFP.

The Contractor shall develop a complete site, building and interior design package.

1.3.2 Throughout the RFP, references are made to MCAR and OMAR funds. For clarification, this refers to the funding source – either Military Construction Army Reserve (MCAR) funds or Operations and Maintenance Army Reserve (OMAR) funds – for the Project. The funding source classification has no effect on the Scope of the Work of this RFP. Refer to the Price Breakout Schedule which clarifies OMAR funded items.

1.3.3 For purposes of clarification, this RFP identifies parts of the Project for which some responsibility is borne by the Government. The responsibility for some work items addressed elsewhere in the RFP is brought to the Contractor’s attention in the following table. If not identified as Government-furnished in the table below, or elsewhere, all work required by the RFP is the responsibility of the Contractor. Contractor shall provide design coordination for items to be purchased and installed by the Government.

1.3.3.1 For items noted with an asterisk (*) below, Contractor is responsible for design of power, data, and other necessary mechanical or electrical provisions for the item.

Part 1 - 5 of 12

Government-Furnished Item Table

Legend: Cont = Contractor, Govt = Government

Item Designed by

Furnished by

Installed by

Makes final connection

Bronze and aluminum “Minuteman” plaques

Cont Govt Cont

Furniture, Fixtures & Equipment (FF&E)

Freestanding Furniture Cont Govt Govt

Systems Furniture * Cont Govt Govt Cont

Office Equipment, portable * Cont Govt Govt Govt

Office Equipment, permanently installed *

Cont Govt Govt Govt

Workbenches * Cont Govt Govt Govt

Physical Training Equipment * Cont Govt Govt Govt

TV Monitor Brackets * Cont Govt Govt Cont

TV Monitors * Cont Govt Govt Govt

Government Furnished Government Installed (GFGI) Items

Shop equipment, portable * Cont Govt Govt Govt

Shop equipment, permanently installed *

Cont Govt Govt Cont ]

Arms Vault Weapons Racks Govt Govt Govt Govt

Vending Machines * Govt Govt Govt Govt

Network Printer / Copier * Cont Govt Govt Govt

Key Trax * Cont Govt Govt Govt

Part 1 - 6 of 12

IT/Telecom Installation

Telecommunications Infrastructure in the TER/TRs *

Cont Cont Cont Govt

Telecommunications Equipment * Govt Govt Govt Govt

Telephone instruments * Govt Govt Govt Govt

Exterior Callbox(es), including telephone. Government only programs the specific telephone instrument(s)

Cont Cont Cont Cont

Part 1 - 7 of 12

1.4 RFP DRAWINGS. The conceptual drawings are included as a part of this RFP to provide information and criteria for the Contractor’s completion of the design.

1.5 SPECIFICATIONS.

1.5.1 The Outline Technical Specifications are provided primarily in outline format.

They shall be utilized as design and submittal criteria, and minimum standards for the corresponding construction work, and shall be met or exceeded unless Contractor obtains specific Government approval for proposed reductions. These outline specifications shall not be considered complete and suitable for final construction specifications. Contractor’s designers shall expand the outline specifications to provide comprehensive, three-part, CSI-format Specifications and shall edit the Specifications to indicate actual products to be used in the construction. Final specifications shall include as a minimum, a description of the technical requirements, criteria for determining whether the criteria are met, and quality control requirements and procedures. The standards referenced in the outline specifications establish minimum requirements for the final construction specifications.

1.5.1.1 The Outline Technical Specifications provide design and construction criteria that supplement project-specific requirements listed in Section 01 02 00.00 48 and 01 03

00.00 48.

1.5.2 Not all Outline Technical Specification sections provided in this RFP may be required for this project, and designers shall provide additional Specification Sections or items if necessitated by their final design or RFP requirements.

1.5.3 Some Outline Technical Specification Sections are more detailed and extensive than the majority; these represent the Government’s required specification approach to this project. Contractor’s designers must still take complete responsibility for the design and specification of the project, and shall satisfy themselves that these Sections are complete and suitable for the final design. Most of the outline specification sections are adapted from typical Government Unified Facility Guides Specifications (UFGS) and reflect Army Reserve-approved approaches and products. The outline specification requirements shall be used as the basis for selection of construction materials, products, and systems. Contractor’s final specifications shall be developed from the UFGS. The use of industry prototype specifications (such as MasterSpec) is not allowed.

1.5.3.1 The following order of UFGS specification priority applies:

1.5.3.1.1 First select Sections specifically developed for Army Reserve facilities. Such Sections have “48” as the fifth level of their MasterFormat 2004 numbering, such as Section 07 31 13.00 48. These Army Reserve-specific (RST) Sections can be accessed from the Corps of Engineers, Louisville District, Army Reserve Customer Website. Refer to Part 2 of this Section.

1.5.3.1.2 If no RST Section exists, select a Louisville District-specific Section (LRL), accessible from the same website. Such Sections have an “06” as the fifth level of their MasterFormat 2004 numbering.

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1.5.3.1.3 If no Section described above exists, select an Army Section. Such Sections have an “10” as the fourth level of their MasterFormat 2004 numbering.

1.5.3.1.4 If none of the above Section exist, select a unified Section. Such Sections have no fourth or fifth level in their numbering.

1.5.4 In case of conflicts between the project-specific requirements in Section 01 02 00.00 48 or 01 03 00.00 48, and the requirements in the Outline Technical Specifications, Section 01 02 00.00 48 or 01 03 00.00 48 governs. This is true for all Outline Technical Specification Sections, including the more extensive and detailed Sections.

1.6 SITE. The site is described on the RFP drawings included as part of this solicitation, and consists of approximately 14.4 acres. The site is currently an Army Reserve Center. Site work includes all design and construction of site features described in the RFP, including but not limited to, site planning, clearing, grading, erosion control, site drainage, utility systems, pavements, pedestrian and vehicular circulation systems, signage, site lighting, landscaping, physical security measures, fencing, and site furnishings.

1.6.1 Special Utilities and Supplementary Construction. Refer to Part 3 of this section.

Amdt. #0004

1.6.2 Demolition Considerations and Requirements. Selective demolition is required for miscellaneous site work. Selective demolition is required for the exterior and interior renovation of Buildings 1300, 1324, 1330, and 1412. Refer to the RFP Drawings. All loose furniture and equipment will be removed by the government prior to the contractor taking possession of the buildings. Coordinate with paragraph 1.6.5 – Contractor’s Use of the Site of this section.

Amdt. #0004

1.6.3 Environmental Considerations and Mitigation Requirements. Should any suspected hazardous materials be encountered during site investigations or construction, the Contractor shall immediately stop work in the affected area, notify the Contracting Officer, and await Contracting Officer’s direction before proceeding with additional work in the area.

1.6.3.1 The site has been identified as being in an area where average indoor radon concentration is not likely to exceed 2 picoCuries per liter. Contractor to test each of the four buildings for radon levels present.

1.6.3.2 Mold Prevention. Buildings must be designed and constructed to maintain space humidity at reasonable levels.

1.6.3.3 Buildings 1300, 1324, 1330, and 1412 were inspected for asbestos by the Government; asbestos containing materials (ACM) were identified at all four buildings.

Prior to any building demolition, the Contractor shall perform a thorough demolition-level

Part 1 - 9 of 12 asbestos inspection in accordance with applicable Federal, State, and local regulations.

The goal of the inspection is to identify ACM, including that which may be located inside walls, above ceilings, under floors, and other inaccessible areas. The inspection shall be conducted by an accredited asbestos building inspector. Any ACM identified as a result of this inspection shall be treated as a changed condition. Refer to Attachment Q for the Asbestos Reports.

1.6.3.3.1 Asbestos Survey – The Contractor shall comply with the requirements of UFGS specification section 02 82 00: Asbestos Remediation for selective demolition at all buildings. The Contractor will be required to complete an Asbestos Containing Material impact assessment.

1.6.3.4 The Contractor shall comply with the requirements of OSHA 29 CFR 1926.62

- Lead Exposure in Construction during building and structure demolition.

The hazardous waste criterion for lead wastes is established under the federal Resource Conservation and Recovery Act (RCRA), Subtitle C, as 5.0 mg/L measured with the Toxicity Characteristic Leaching Procedure (TCLP). In addition, the crushing or recycling of materials with LBP is strictly prohibited.

1.6.3.4.1 Lead Exposure in Construction – The Contractor shall comply with the requirements of UFGS specification section 02 83 00: Lead Remediation for selective demolition at all buildings. A lead based paint report was performed in March 2004 and is included with this Section as Attachment R. Lead-based paint was identified at all four buildings – 1300, 1324, 1330, and 1412. The Contractor will be required to conduct a Lead Based Paint hazard evaluation.

1.6.4 Site Development Constraints. Not used.

1.6.5 Contractor’s Use of the Site. Except for utility service provider access, required coordination with local agencies, and observation and oversight by the Government, the Contractor shall have partial use of the site within final limits of construction to be recommended by the Contractor and approved by the Government.

The Contractor will maintain Government access to the Military Equipment Parking Areas and the RPX AMSA building. Access to either Gate #1 or Gate #2 must be retained at all times so vehicles can circulate through the POV lot to the MEP and RPX AMSA. The RPX AMSA building will remain in operation the entirety of construction.

1.6.5.1 Security and Identification Requirements, see Section 00 08 00.00 06.

1.6.6 Verification of Conditions. The Contractor shall field verify existing conditions prior to beginning work. The Contractor and the designers of record shall be responsible for investigating all differing site conditions, discrepancies, and field related issues that are encountered during the design and construction process. The designers of record shall be responsible for providing guidance to the Contractor for the resolution of all such issues. The Contractor shall provide notice to the Government of any such issues prior to proceeding and with sufficient time to avoid cost or schedule impacts.

1.6.7 Verification of Utilities. The Contractor and the designers of record shall be responsible for verifying the condition, location, and capacity for all utilities necessary for

Part 1 - 10 of 12 the project. The Contractor and designers of record shall further verify that all utilities will meet the requirements of this project.

1.6.8 Regulatory Compliance. The Contractor shall assure that the site development complies with all applicable local, State and Federal regulations. A list of known regulations is located in Part 2 of this Statement of Work. Timely acquisition of the necessary design and construction related permits shall be the responsibility of the Contractor. The Contractor, upon notice to proceed, shall immediately begin working on the permits so as not to delay completion of the project. The Contractor shall prepare permits, associated drawings, public notices, and other related documentation as necessary to successfully meet permit approval status. The Contractor shall pay for associated permit fees.

1.7 FUNCTIONAL AND AREA REQUIREMENTS.

1.7.1 The building designs shall provide building gross areas as indicated below.

The building gross floor areas may not increase or decrease in size without Government approval, except for minor deviations necessary to accommodate building systems.

Gross building area shall be calculated in accordance with TI 800-01, Chapter 5, Section 1.c. The minimum gross area of the buildings is a minimum requirement of this RFP.

1.7.1.1 Building 1300 – No change to existing building gross area, approximately 8,240 SF.

Building 1324 – No change to existing building gross area other than removal of pump room, approximately 7,660 SF existing.

Building 1330 – No change to existing building gross area, approximately 24,280 SF.

Building 1412 – No change to existing building gross area, approximately 31,600 SF.

1.7.2 Individual spaces shall meet the functional and environmental requirements based on UFC 4-171-05 paragraph listed in the Room by Room Supplemental Requirements table in Attachment P as well as any applicable code requirements and additional requirements noted in this Section.

1.7.2.1 The areas shown in the “Target Area” of the room label on the drawings typically allow minor variation. It is acceptable for the actual clear area of any space to vary from the values in the table by plus or minus 5%, except as noted below or in the Room by Room Supplemental Requirements. If space sizes are varied, functionality and furniture requirements shall be maintained. Building gross areas described in Paragraph

1.7.1 remain applicable.

1.7.2.1.1 The Kitchen spaces, when included, are based on a standard Government design. The space layout was modified to fit in the existing building area. Sizes, types, and quantity of equipment shall be maintained.

1.7.2.1.2 The minimum width for EF, TER, and TR is 8’-0”.

1.7.2.1.3 Minimum width of offices shall be 9’-6” to accommodate furniture.

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1.7.2.1.4 Spaces with caging, such as Unit Storage, Tools and Parts and others, shall have the number and size of cages shown on the RFP drawings or noted in the Room by Room Supplemental requirements as a minimum. Aisle widths shall be as shown on RFP drawings; aisle widths in Unit Storage and other large storage areas shall be 6’-8” based on existing conditions.

Part 1 - 11 of 12

1.8 USER BACKGROUND INFORMATION.

1.8.1 This facility will serve as a Training Center for the 81st Readiness Division. It will house the 108th Training Command, 678th Human Resources Company, 134th Legal Operations, 812 HHC AG CO, 812th Transportation Battalion, and 7409th Medical Clinic.

1.8.2 This facility also includes two full-time operated AMSA buildings for Unit

AMSA 122.

1.8.3 This facility supports 110 Full Time Personnel, and 3 Battle Assembly weekends each month. The largest Battle Assembly weekend force is 227 Personnel: 88 Full Time Personnel and 139 Reserve Personnel.

Corrected Final Submittal-July2019 01 02 00.00 48 Part 6 - 1 of 13

PART 6

ARCHITECTURAL AND INTERIOR DESIGN

6.1 DESIGN GOAL. The overall architectural design goal for the facility is to provide a functional, visually appealing facility that is a source of pride for facility users.

The RFP conceptual building drawings present a building design scheme which considers the Army Reserve program and which is acceptable to the Government. This does not preclude the Contractor from making improvements to the design so long as such improvements are consistent with the requirements of the RFP and acceptable to the Government. The RFP building drawing plans are conceptual, and have been provided to illustrate spatial adjacencies and design intent. The Contractor shall provide a complete design. In completing the design, the Contractor will be allowed some latitude in manipulating the plans and elevations to improve functional layout, to accommodate structural, mechanical, electrical and other systems, and to allow flexibility for design/esthetic expression. The spatial relationships and adjacencies, however, must be maintained, unless the Contractor recommends changes to the Government, and the Government approves such changes.

6.1.1 Site Planning Objectives. Provide a functional layout for the new site elements in conjunction with the existing structures. The site plan should place emphasis on creating a safe work environment. Existing vehicular circulation to remain.

Pavement marking and signage shall clearly delineate traffic patterns, even to first time visitors to the site.

6.1.1.1 The site development plan shall show consideration for the site opportunities and constraints, program requirements, and specific site design criteria and guidance provided. The site plan will include a prefabricated Arms Vault. A fire sprinkler pump house and associated water storage tanks are included if required for the project as determined by the Offeror. See 6.4.5 Miscellaneous Exterior Elements and conceptual site locations on RFP Drawing CS101.

6.1.1.2 At Buildings 1300, 1324, 1330, and 1412, provide a minimum of one accessible pedestrian route linking handicap accessible parking areas with the main entrance to the building core area. The accessible route shall be arranged to minimize the crossing of vehicular circulation routes. See conceptual accessible parking locations and routes on RFP Drawing CS101.

6.1.2 Exterior Design Objectives. Not used.

6.1.3 Interior Design Objectives. Arrange spaces in an efficient, functional manner. Provide simple circulation schemes that allow easy wayfinding within buildings.

Use durable materials and furnishings that can be easily maintained and replaced. Use interior surfaces that are easy to clean and light in color; avoid trendy or bright color schemes. Where feasible, arrange spaces to allow rearrangement of furniture layout.

Structure interior spaces to allow maximum flexibility for future modifications.

Part 6 - 2 of 13

6.1.3.1 The RFP provides basic finishes and a color palette for most spaces.

Contractor’s designers are encouraged to develop a more comprehensive finish and color palette for acceptance by the Government, including accent colors and finishes, especially for common-use areas of the building. Such finish and color palette shall include doors, door frames and window frames.

6.1.3.2 Functional space requirements are noted in Part 1 of this Statement of Work;

Contractor’s designer is to coordinate the layout with the Government. The Contractor shall develop restroom and locker room plan layouts in conformance with the requirements of this RFP and the Design Guide, for the acceptance of the Government.

Plumbing fixture counts shall be based on Design Guide requirements, and shall also shall comply with code and accessibility requirements. The male/female ratio for Buildings 1300, 1330, and 1412 is 2/3 male, 1/3 female. The male/female ratio for Building 1324 is 80% men and 20% women. For the vehicle maintenance building, provide 20% of the code-required total fixture count requirements for women, and 80% of the total requirement for men. Exclusive-use toilet fixtures in the General Officer suite may not be counted toward satisfying Design Guide, accessibility or code requirements.

6.1.3.3 Where Contractor provides schedules, labeling or key plans (for signage, lockset keying, electrical panel schedules, communications/data wiring, etc.), Contractor shall use final room numbers if different from construction document room numbers.

Refer to UFC 4-171-05 for guidance on room numbering.

6.1.3.4 Special design emphasis should be given to the General Officer suite area.

6.1.4 Material and Product Selection Criteria. Materials shall meet the requirements of this RFP, including but not limited to the Outline Technical Specifications, which establish a minimum quality level. Higher quality materials will be evaluated more favorably.

6.2 BUILDINGS 1300, 1324, 1330, AND 1412 EXTERIOR REQUIREMENTS.

6.2.1 The Army Reserve Center renovation consists of four existing buildings.

Three buildings are used for Training Center function: Buildings 1300, 1330, and 1412.

One building is used for an AMSA function: Building 1324. Refer to RFP Drawings. For exterior photographs and exterior elevations, refer to Attachment D Site and Building Photographs and Attachment E Existing Building Drawings.

6.2.2 Building 1300. Building 1300 is an existing building and there are no planned additions to the building required by this RFP. The window replacement and exterior door replacement should complement the existing building.

6.2.2.1 The existing exterior masonry walls of Building 1300 should be power washed as part of the building restoration with all existing masonry control joints being resealed and any penetrations filled. Tuck point 30% of the exterior masonry walls.

Paint existing cementitious panels at windows. Clean existing precast concrete sills.

6.2.2.2 All existing exterior doors and frames are to be replaced and to be prefinished or painted to complement the existing building. All existing windows are to be replaced. All existing and new building louvers shall also be painted to complement

Part 6 - 3 of 13 the existing building. All existing miscellaneous steel to be painted to complement the existing building.

Amdt. #0004

6.2.2.3 Not Used.

Amdt. #0004

6.2.2.4 All existing stair handrails and guardrails are to be replaced and to be prefinished or painted to complement the existing building.

6.2.2.5 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expires in 2028. All new roof penetrations as a part of this project need to be coordinated with the Contracting Officer so that the existing roof warranty is not voided. A copy of the existing roof warranty is provided in Attachment ‘S’ of this chapter.

6.2.2.6 Existing construction heights: Typical height from floor to underside of roof deck is 12’-3”.

6.2.3 Building 1324. Building 1324 is an existing building and there are no planned additions to the building required by this RFP. The addition of the exterior ramp and exterior door replacement should complement the existing building. The Controlled Waste Building is ancillary to Building 1324 and the same requirements below apply.

6.2.3.1 The existing exterior masonry walls of Building 1324 should be power washed as part of the building restoration with all existing masonry control joints being resealed and any penetrations filled. Tuck point 30% of the exterior masonry walls.

Clean and repair existing masonry where pump room wall structure is removed. Install masonry to match existing masonry where pump house walls were tied into primary walls.

6.2.3.2 All existing exterior doors and frames are to be replaced and to be prefinished or painted to complement the existing building. All existing and new building louvers shall also be painted to complement the existing building. All existing miscellaneous steel to be painted to complement the existing building.

6.2.3.3 Insulated metal panels at clerestory shall complement the existing building.

Amdt. #0004

6.2.3.4 Replace downspouts.

Amdt. #0004

6.2.3.5 The addition of exterior handrails and guardrails at the exterior ramp are to be prefinished or painted to complement the existing building.

6.2.3.6 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expires in 2028. All new roof penetrations as a part of this

Part 6 - 4 of 13 project need to be coordinated with the Contracting Officer so that the existing roof warranty is not voided. A copy of the existing roof warranty is provided in Attachment ‘S’ of this chapter.

6.2.3.7 Existing construction heights: Typical height from floor to underside of roof deck is 13’-6”.

6.2.4 Building 1330. Building 1330 is an existing building and there are no planned additions to the building required by this RFP. The window replacement and exterior door replacement should complement the existing building.

6.2.4.1 Replace all exterior expansion joint sealant within the veneer of the existing exterior masonry walls of Building 1330.

6.2.4.2 All existing exterior doors and frames are to be replaced and to be prefinished or painted to complement the existing building. All existing windows and storefront are to be replaced.

6.2.4.3 All existing stair handrails and guardrails are to be replaced and to be prefinished or painted to complement the existing building.

Amdt. #0004

6.2.4.4 Not Used.

Amdt. #0004

6.2.4.5 Paint existing metal panels at mechanical penthouse.

6.2.4.5 Paint existing EIFS soffits.

6.2.4.6 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expires in 2025. All new roof penetrations as a part of this project need to be coordinated with the Contracting Officer so that the existing roof warranty is not voided. A copy of the existing roof warranty is provided in Attachment ‘S’ of this chapter.

6.2.4.7 Existing construction heights: Typical height from first floor to second floor is 14’-0”. Typical height from second floor to penthouse floor is 14’-0”.

6.2.5 Building 1412. Building 1412 is an existing building and there are no planned additions to the building required by this RFP. The window replacement and exterior door replacement should complement the existing building.

Amdt. #0004

6.2.5.1 The existing exterior masonry walls of Building 1412 should be power washed as part of the building restoration with all existing masonry control joints being resealed and any penetrations filled. Tuck point 15% of the exterior masonry walls.

Provide soft joint with sealant at storefront entry system.

Amdt. #0004

Part 6 - 5 of 13

6.2.5.2 All existing exterior doors are to be replaced and to be prefinished or painted to complement the existing building. All existing windows and storefront systems are to be replaced. All existing and new building louvers shall also be painted to complement the existing building. All existing miscellaneous steel to be painted to complement the existing building.

6.2.5.3 Remove (5) 2'h x 4'w louvers and (2) 2'h x 2'w louvers located on the three west wall elevations. Louver locations not shown on plan. Infill openings with masonry to match existing.

6.2.5.4 All existing stair handrails and guardrails are to be replaced and to be prefinished or painted to complement the existing building.

Amdt. #0004

6.2.5.5 Replace downspouts.

Amdt. #0004

6.2.5.6 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expires in 2025. All new roof penetrations as a part of this project need to be coordinated with the Contracting Officer so that the existing roof warranty is not voided. A copy of the existing roof warranty is provided in Attachment ‘S’ of this chapter.

6.2.5.7 Existing construction heights: Typical height from first floor to underside of structure is 9’-0”. Typical height from second floor to underside of structure is 9’-0”.

Typical height in assembly hall from floor to underside of structure is 21’-9”.

6.3 NOT USED.

6.4 EXTERIOR DESIGN.

6.4.1 Acceptable Materials and Colors. All new exterior building colors should complement the existing masonry wall colors.

6.4.1.1 Repainting existing materials should utilize a paint color and finish to match existing.

6.4.2 Exterior Walls. See Section 6.2 for paragraphs on Buildings 1300, 1324, 1330 and 1412.

6.4.2.1 Brick infill at exterior walls should be toothed in and should match the existing brick on that building.

6.4.4 Trim and Flashing. See Section 6.2 for paragraphs on Buildings 1300, 1324, 1330 and 1412.

Part 6 - 6 of 13

6.4.4.1 Gutters, downspouts, and fascias shall be prefinished metal; comply with SMACNA Architectural Sheet Metal Manual. Provide gutters, downspouts, splash blocks and other roof drainage elements as appropriate to direct runoff away from the building without damage or erosion to landscaping or paving.

6.4.5 Miscellaneous Exterior Elements.

6.4.5.1 The prefabricated Arms Vault should be located as shown on sheet CS101.

The Arms Vault shall be 38’ long X 20’ wide X 10’ tall. Provide concrete slab for Arms Vault placement and 8’ wide concrete sidewalk connecting Arms Vault door to paved area east of Building 1412 as show on sheet CS101. Arms Vault to comply with ‘Arms Vault Security Checklist’ and ‘IDS Infrastructure’ found on the USACE – LRL District Army Reserve customer website. At a minimum, Arms Vault to include:

6.4.5.1.1 ¼” Steel exterior shell lined with hardwood and insulation on interior

6.4.5.1.2 Single high security door with Napec Hasp

6.4.5.1.3 Interior mounted dutch door with a weapons issue port

6.4.5.1.4 Exterior light above door

6.4.5.1.5 Exterior awning above door

6.4.5.1.6 High solids urethane exterior paint

6.4.5.1.7 Interior fluorescent lighting

6.4.5.1.8 HVAC heating and cooling

6.4.5.1.9 Electrical service with exterior panel and interior wiring

6.4.5.1.10 Dehumidifier

6.4.5.1.11 Conduit and boxes for future Intrusion Detection System (IDS) installation by Government

6.4.5.1.12 Painted plywood walls

6.4.5.1.13 Anchor brackets located 8’ on center on exterior walls

6.4.5.1.14 Commercial tile flooring

6.4.5.1.15 (1) Storage Cabinet

6.4.5.1.16 (1) Workbench

6.4.5.1.17 Lifting lugs for offloading support and steel skid base

6.4.5.2 Wash Platform. Paint steel at existing wash platform structure. Wash platform is located south of AMSA Building 1324.

6.4.5.3 Remove existing can wash area to the south of the Assembly Hall in Building 1412.

6.4.5.4 Trash Enclosure. Provide concrete slab and apron for trash collection. Pad to accommodate (3) dumpsters. Enclosure not required.

6.4.5.5 Provide exterior Ash/Trash containers at exterior entries to Building 1300 (quantity of 1), Building 1324 (quantity of 1), Building 1330 (quantity of 3) and Building 1412 (quantity of 2).

6.4.6 Exterior Signage.

6.4.6.1 Refer to the Army Reserve Facilities UFC 4-171-05 (Design Guide) for building mounted signage and the Army Reserve Minuteman Plaque requirements.

Part 6 - 7 of 13

Exterior AR Minuteman Plaque to be at entry to Building 1300. Provide building signage/aluminum lettering to indicate building number. Provide building signage/aluminum lettering to indicate work bay door number at Building 1324; interior and exterior.

6.4.7 Exterior Personnel Doors and Frames.

6.4.7.1 Main Entrance Doors and Hardware. Main entrance doors shall be an aluminum storefront system; other exterior doors at corridors and secondary entrances shall be an aluminum storefront or curtainwall system, or full-glazed hollow metal.

6.4.7.1.1 Hardware. Provide electrified entrance doors at locations noted below, consisting of the following minimum hardware: Double doors shall have a removable mullion, each leaf shall have a closer, hinges (1/2 pair electric), overhead stops, offset pulls and full weather strip. Locking devices shall consist of one leaf with Electric Latch Retraction Rim Exit Device and one leaf with Night Latch Function. Single doors shall consist of a closer, hinges, overhead stops, offset pulls and full weather strip. Locking devices shall consist of Night Latch Function Rim Exit Device and electric strike. Exit devices shall comply with Life Safety requirements of NFPA 101 and UL listed modern rim style device and shall be fail secure. The exit device shall have a dogging feature or have the ability to lock the latch in a retracted position for unrestricted building entry at times of the User’s choosing. Doors – north and south doors at Building 1300; north and south doors at Building 1324; north, south, and east doors at Building 1330; and Unit Storage Door, Assembly Door, and south door at Building 1412 - shall be equipped with CAC Compatible Physical Access Control Card Readers and shall include entry control software and hardware to control passage. Communications protocol shall be compatible with the local processor and Facility Security System. All wiring shall be concealed. Coordinate appropriate lockable office or other location for access control with Users, and assure space is sufficient to accommodate them.

6.4.7.2 Other Exterior Non-entrance Doors and Hardware. Exterior doors and frames opening to spaces other than corridors, vestibules, or lobbies shall be hollow metal frames with continuously welded corners and seamless face joints. Anchors and accessories shall be zinc coated. Frames in masonry shall have bituminous back-coating, plaster guards, and shall be grouted solid. Fire-rated openings shall comply with NFPA 80, and the requirements of the labeling authority.

6.4.7.2.1 Refer to Outline Technical Specifications Section 08 70 00.00 48 for hardware requirements.

6.4.7.2.2. Locksets. Mortise locksets, removeable core. Contractor shall provide cores.

6.4.7.2.3 Closers. Provide for all exterior doors, all doors opening to corridors, and as otherwise required by codes. At all exterior doors provide overhead holders or closers with hold-open capability.

6.4.7.2.4 Auxiliary Hardware. Provide wall or floor stops for all exterior doors that do not have overhead holder/stops. Provide other hardware as necessary for a complete installation.

Part 6 - 8 of 13

6.4.7.2.5 Thresholds, Sweeps and Weatherstripping. Provide at all exterior doors.

6.4.7.2.6 Kick Plates. Provide at all doors with closers.

6.4.8 Overhead…