Statement_Of_Work 18OCT19.pdf

FOR OFFICIAL USE ONLY SOW Form – Ver. 5 (01/19/17)

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US Army Corps of Engineers

Baltimore District

DESIGN / BUILD – REQUEST FOR PROPOSAL

FOR

REMOTE DELIVERY FACILITY (RDF)

STRUCTURAL STRENGTHENING PROGRAM

CONCRETE ROOF SYSTEM AND HELIPAD REPAIRS

18 OCTOBER 2019

PENTAGON RESERVATION, ARLINGTON, VIRGINIA

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Table of Contents

1.0 STATEMENT OF WORK DOCUMENT (Provided in hard copy)

1.0 - PROJECT OVERVIEW

2.0- TECHNICAL REQUIREMENTS OVERVIEW

3.0 - THE SUBMITTALS TABLE

EXHIBIT A - DIVISION 01 SPECIFICATIONS (Provided in hard copy)

01 10 00 TECHNICAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

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 REQUIREMENTS

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 MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 79 00 DEMONSTRATION AND TRAINING

01 83 50 SYSTEM OPERATION AND MAINTENANCE MANUALS

01 91 00 COMMISSIONING

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

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EXHIBIT B – DESIGN-BUILD SCHEDULE (Provided in hard copy)

EXHIBIT C – DESIGN-BUILD RFP PLAN SET (Provided in hard copy)

G-01 COVER SHEET

G-02 SITE INDEX AND VICINITY MAPS

G-03 EXISTING FLOOR PLAN LAYOUT ROOM LABEL PLAN

G-04 GENERAL NOTES

G-05 SUMMARY OF REPAIRS MATRIX

XA-01 DEMOLITION – INTERIOR FLOOR PLAN – ARCHITECTURAL

XA-02 DEMOLITION – INTERIOR CEILING PLAN – ARCHITECTURAL

IA-01 INTERIOR FLOOR PLAN – ARCHITECTURAL

IA-02 INTERIOR CEILING PLAN – ARCHITECTURAL

DA-01 EXISTING CONDITIONS & PARTITION TYPE DETAILS –

ARCHITECTURAL

DA-02 CEILING DETAILS – ARCHITECTURAL

DA-03 EXISTING BUILDING WALL SECTIONS & DETAILS – ARCHITECTURAL

RR-01 ROOF PLAN EXISTING CONDITIONS

DR-01 EXISTING ROOF DETAILS SHEET 1

DR-02 EXISTING ROOF DETAILS SHEET 2

DR-03 EXISTING ROOF DETAILS SHEET 3

DR-04 EXISTING ROOF DETAILS SHEET 4

RS-01 APPROXIMATE EXTENTS OF AREA 1 TOPSIDE

RETROFIT/STRENGTHENING

IS-01 APPROXIMATE EXTENTS OF AREA 1 UNDERSIDE RETROFIT

/STRENGTHENING

DS-01 DETAILS FOR NOTATIONAL RETROFIT/ STRENGTHENING – SHEET 1

DS-02 DETAILS FOR NOTATIONAL RETROFIT/ STRENGTHENING – SHEET 2

DS-03 DETAILS FOR NOTATIONAL RETROFIT/ STRENGTHENING – SHEET 3

DS-04 DETAILS FOR NOTATIONAL RETROFIT/ STRENGTHENING – SHEET 4

DS-05 EXISTING STRUCTURAL DETAILS

XC-01 DEMOLITION – ROOF DECK PLAN – CIVIL

RC-01 ROOF DECK PLAN – CIVIL

DC-01 DETAILS - CIVIL

IE-01 INTERIOR FLOOR PLAN – ELECTRICAL – POWER CIRCUIT

IE-02 INTERIOR FLOOR PLAN – ELECTRCIAL – LIGHTING

RE-01 ROOF DECK PLAN – ELECTRICAL – LIGHTING

DE-01 DETAILS – ELECTRICAL

IM-01 INTERIOR FLOOR PLAN – MECHANICAL – HVAC

IM-02 INTERIOR FLOOR PLAN – MECHANICAL – PLUMBING

XP-01 DEMOLITION – ROOF DECK PLAN – AIRFIELD PAVEMENT

RP-01 ROOF DECK PLAN – AIRFIELD PAVEMENT

DP-01 DETAILS – AIRFIELD PAVEMENT

IF-01 INTERIOR FLOOR PLAN – FIRE ALARM SYSTEM

IT-01 INTERIOR FLOOR PLAN – TELECOMMUNICATIONS

EXHIBIT D - PROJECT SPECIFIC REFERENCE DOCUMENTS (Provided on CD)

Reference 1 – PENTAGON HELIPAD STRUCTURAL ANALYSIS dated 15 November 2017, prepared by

Black & Veatch and Gensler JV (with Appendices A-I)

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Reference 2 – REMOTE DELIVERY FACILITY (RDF) DESIGN DOCUMENTS SUBMISSION - dated 8

November 1999 (These are the latest available plans of record and referred to as the ‘As-built Plan of Record’ documents throughout this Statement of Work document)

Reference 3 - PENTAGON RDF ROOF FACILITY AND HELIPAD SITE VISIT PHOTOS – dated 13

November 2018

Reference 4 - LIVE LOAD CAPACITY FIGURE – dated 19 April 2006

Reference 5 - MALL TERRACE AND RDF ROOF STRUCTURAL ANALYSIS - dated 14 April 2009

EXHIBIT E - ATTACHMENTS (Provided on CD)

These documents are MANDATORY and supersede MACC Base Contract requirements unless otherwise noted in the SOW

ATTACHMENT A – PROJECT REQUIREMENTS

1 WHS BUILDING CODE REVISION 7.0 - DATED 1 JANUARY 2019

2 WHS FIRE REGULATIONS REVISION 9.0 - DATED 1 JANUARY 2019

3 FSD CONSTRUCTION MANAGEMENT GENERAL REQUIREMENTS - VERSION 6 dated 31

JULY 2018

4 WHS DOOR SECURITY ROUGH-IN PACKET VERSION 2.0 - dated 16 JANUARY 2017

5 PENTAGON RENOVATION AND CONSTRUCTION PROGRAM FURNITURE TYPICALS -

dated 15 DECEMBER 2016

6 WHS GUIDANCE DOCUMENT FOR LAND DISTURBING ACTIVITY PERMITS - dated

MAY 2018

7 WHS GUIDANCE DOCUMENT FOR PROPER HANDLING OF SOIL AT THE PENTAGON -

dated JUNE 2017

8 PENTAGON ELECTRONIC SECURITY TYPICALS - dated 22 FEBRUARY 2015

9 WHS PENTAGON RESERVATION EXTERIOR STANDARDS MANUAL VERSION 1.1 – 2

March 2014

10 WHS PENTAGON HISTORIC CONCRETE SPECIFICATIONS VERSION 1.1 - dated 22 APRIL

11 WHS PENTAGON SIGN TYPES VERSION 1.1 - dated 19 MARCH 2014

12 WHS RESERVATION FINISH STANDARDS

13 PENTAGON FACILITY GUIDE SPECS (PFGS) latest version

14 WHS SUSTAINABILITY REQUIREMENTS CHECKLIST VERSION 1.6 - dated JUNE 2018

15 PROJECT AERIAL LOCATION PLAN – AREA OF WORK PLAN (PowerPoint File)

16 SAMPLE DID

17 SAMPLE DID MEETING AGENDA (Microsoft Word File)

18 SDDCTEA PAMPHLET 55-17 ADDENDUM

19 TYPE F FURNITURE LAYOUT

20 W1 USP TECHNICAL WORKBOOK dated 27 JULY 2016

21 W2-5 USP TECHNICAL WORKBOOK dated 31 MAY 2012

22 RECESSED HIGH SECURITY SWITCH (HSS) DETAILS

23 PBMO ACCESS AND OUTAGE SOP dated 2017

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24 RDF ACCESS REQUIRED INFORMATION FORM

25 WHS/FSD PENTAGON RESERVATION EXCAVATION PERMIT APPLICATION dated 2019

ATTACHMENT B – INFORMATION TECHNOLOGY REQUIREMENTS

1 IT PDS and B-Zone Box Schematics

2 IT Symbology

3 ITA Telecommunications Distribution Design Methods

4 Protective Distribution System Standards

5 TIA-569-C Telecommunication Pathways and Spaces

6 TIA-569-C-1 Addendum 1

7 TIA-569-C-Errata

ATTACHMENT C – SECURITY REQUIREMENTS

1 IC Tech Spec ICD-ICS 705 v 1.3 (09.10.15)

2 Design & Construction Security Standard

3 UFC for sensitive information 4 010 05

4 Unclass Security Requirements

5 DOD Manual 5200.01 Protection of Classified Information V3 (02.24.12)

6 DoD Manual 5100.76 Physical Security of Sensitive Conventional AA&E

7 DoD Instruction 5100.76 Safeguarding Conventional AA&E

8 Military Handbook 1013-1A Design Guidelines for Physical Security of Facilities

9 UFC 4-021-02 Electronic Security Systems

10 DoD Manual 6055.09-M Vol 1 DoD Ammunition and Explosives Safety Standards

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

ATTACHMENT D – COMMISSIONING REQUIREMENTS

1 WHS Master Commissioning Plan 2016

2 General Commissioning Requirements (SECTION 1 91 13)

3 Fire Suppression Cx (SECTION 21 08 00)

4 Plumbing Cx (SECTION 22 08 00)

5 Mechanical Commissioning Requirements (SECTION 23 08 00)

6 Electrical Commissioning Requirements (SECTION 26 08 00)

7 Project Decommissioning Plan and Procedures Manual

8 Operations & Maintenance Requirements

9 SOMM Requirements

ATTACHMENT E – EQUIPMENT LABELING REQUIREMENTS

1 Pentagon Equipment Labeling Standard Rev. 9

2 Pentagon Reservation Survey Grid System Map (10.24.06)

3 Sample DMEL

ATTACHMENT F – DOCUMENT CONTROL REQUIREMENTS

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1 Document Control Transmittal Process Ver. 2.0

2 Submittal Form Ver. 3.0

3 Submittal Register Template Ver. 2

4 RFI Template Ver. 2.0

5 Sample Progress Meeting Agenda Ver. 1.0

6 Estimating Template - Contractor Ver. 2.3

7 Pre-Final and Final Inspection Form (11.05.15)

8 WHSBC Permit Application

9 Transition Checklist Template (01.03.17)

ATTACHMENT G – QUALITY CONTROL REQUIREMENTS

1 UFGS 01 45 00.00 10 Quality Control

2 QC Control Process Ver. 1.2

ATTACHMENT H - DRAWING STANDARDS

1 Electronic Data Standards Rev. 4.2

2 CADD Level Assignments Ver. 1.0

3 Pentagon Building Information Modeling Standards Ver. 2 (10.16.16)

ATTACHMENT I - SAFETY REQUIREMENTS

1 EM-385: Safety and Health Requirements

2 Asbestos Location OM Program (03.07.16)

3 Man-Hour Report

ATTACHMENT J - SCHEDULING REQUIREMENTS

1 P6 Project Schedule Template Ver. 2 (PDF)

2 P6 Project Schedule Template Ver. 2 (XER)

3 Permit Flowchart (Dec 2016)

4 ECM Scheduling Manual (Dec 2016)

5 WBS Template (Dec 2016)

6 WBS Template – Visio File (Dec 2016)

7 WBS Dictionary Template (Dec 2016)

8 Schedule Template Instructions (Jan 2017)

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ACRONYMS

AD Acquisition Directorate

AS-Built Plan of Record Original RDF Construction Drawings

CFRP Carbon Fiber Reinforced Polymer

CMD Construction Management Division

CO Contracting Officer

COR Contracting Officers Representative

CS Contract Specialist

Cx Commissioning

DB, D/B Design Build

DOR Designer of Record eFIC Enterprise Facility Information Center

ESS Electronic Safety and Security

FSD Facility Service Directorate

GOV Government

HVAC Heating, Ventilation and Air Conditioning

HSS High Security Switches

IEOC Integrated Emergency Operations Center

IT Information Technology

JSP Joint Service Provider

MDU Multi-node Data-Gathering Units

NDA Non-Disclosure Agreement

NTP Notice to Proceed

OGC Other Government Contractor

PAC Pentagon Athletic Center

PBMO Pentagon Building Management Office

PFPA Pentagon Force Protection Agency

PIR Passive Infrared Sensors

PM Project Manager

POP Period of Performance

RDF Remote Delivery Facility

RFP Request for Proposal

RFP Plans Design Build RFP Drawings

SF Square Feet

SOW Statement of Work

SPMD Space Policy Management Division, WHS FSD

USACE United States Army Corps of Engineers

UFC Unified Facilities Criteria

WHS Washington Headquarters Services

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STATEMENT OF WORK DOCUMENT

1.0 - PROJECT OVERVIEW

1.1 Administration of Contract

This Contract will be administered by a USACE Contracting Officer (CO) and Contract Specialist (CS) with assistance from the WHS Facilities Services Directorate (FSD) Construction Management Division

(CMD) Contracting Officer Representative (COR) /Government Project Manager (Gov PM). For this

Statement of Work (SOW), Government refers to the CO, the CS, and/or the COR/Gov PM.

1.2 Project Location

The project is located at the Pentagon Reservation in Arlington, Virginia. The Remote Delivery Facility

(RDF) is located at the north end of the main Pentagon building and abuts the Pentagon Athletic Center

(PAC) and Mall Terrace. The focus of this project is limited to the northern end of the RDF which encompasses approximately 1.65 acres of the 6.0 acre RDF building roof.

1.3 Project Background and Objective

The RDF is a single story cast-in-place concrete warehouse structure constructed in 2000 with a combination of two-way flat slab construction and beam-slab construction supported by concrete columns and bearing walls. The roof structure was designed to incorporate a deep soil vegetative roof inclusive of one (1) to four (4) feet of soil depth. The RDF structure was not originally designed with the intent of landing helicopters on the roof, but was converted into that purpose in 2004 with the construction of a helipad. The RDF roof helipad supports helicopter landing, takeoff and parking on its north end and on green parade fields down its center. The objective of this project is to retrofit and convert the RDF roof helipad system into a helipad facility that sustains safe operations (landing, takeoff, and parking) of the fleet of military helicopters identified in the technical requirements, and the applicable emergency support vehicles, and do so without compromising the structural integrity of the RDF structure. In addition to structural strengthening, exterior site, environmental, air traffic control, electrical, drainage, backfill, waterproofing, and irrigation system adjustments are required to sustain RDF roof helipad safe operation.

The implementation of the structural strengthening work will minimally impact occupied spaces below the roof including, Architectural, HVAC, Plumbing, Electrical, Fire Alarm, Communications and Fire

Suppression systems.

1.4 Period of Performance

The Period of Performance (POP) is not to exceed 626 calendar days for the Base Contract. The Design-

Build Contractor shall provide in its proposal a milestone construction schedule indicating a critical path and a man hours estimate for the following tasks at a minimum: investigation, design, submittals, mobilization, permitting, construction/phasing, commissioning, and closeout of project to the Government.

The construction schedule must indicate the overall POP proposed. This overall POP duration shall be approximated from the Contractor’s issuance of Notice to Proceed (NTP) by the Government, to the

Contractor’s project completion milestone.

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2.0- TECHNICAL REQUIREMENTS OVERVIEW

For the full text of the Technical Requirements, refer to Exhibit A (Division 01 Specification Section 01 10

00 – Technical Requirements). For copies of the Design Build RFP Plan Set (RFP Plans) refer to Exhibit

C Design Build RFP Plan Set attached. For copies of the Original RDF Construction Drawings (As-built

Plan of Record), refer to the Exhibit D - Project Specific Reference Documents (Provided on CD), Reference 2 – Remote Delivery Facility (RDF) Design Documents Submission - dated 8 November 1999 these are the latest available plans of record and referred to as the ‘As-built Plan of Record’ documents throughout this Statement of Work document.

The RFP Plans and Division 01 Specifications are intended for the Design-Build Contractor’s reference as

Bridging Documents for the Contractor’s use in developing full Construction Documents. The Design-

Build Contractor shall validate and verify all requirements presented in the Technical Requirements and provide all levels of effort to produce a complete, useable, and code compliant project.

The Design-Build Contractor is responsible for all Divisions of Labor as required for the project; to include but not limited to the following Base and Option Items requirements below:

Scope of Work: The design of all structural and non-structural strengthening and retrofits to the topside and underside of the RDF roof structure within the Work Area as depicted in Exhibit A - Division 01

Specifications and Exhibit C - Design Build RFP Plan Set. The Work Area generally includes the following areas:

• The northern-most portion of the exterior roof of the RDF structure.

• The existing helipad and surrounding landscaped and hardscape areas north of the planters.

• The portion of the green parade field north of the north-most overlooks.

• Select portions of the elevated planters east and west of the green parade field.

• The associated portions of the RDF interior located immediately below the roof work area.

Figure 1 highlights the Work Area.

Figure 1: Remote Delivery Facility Work Area

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2.1 Base and Option Items

A. Existing Conditions:

a. Occupied and Operational Facility: The RDF is an occupied and functioning warehouse inclusive of office space and shipping / receiving functions that is to remain in operation throughout the construction. Design Build Team shall maintain safe egress from all areas of the RDF, maintain all utility services to areas outside the limits of work and shall coordinate with the Government, which is responsible for providing swing space.

b. Exterior: The RDF roof facility is a vegetative roof structure approximately oriented north to south on the north facing side of the Pentagon. The entire roof area is approximately

250,000 SF while the Work Area limits are approximately 70,000 SF. The RDF has a concrete pentagon shaped helipad at the north end, with a concrete access road that travels from the southwest corner of the helipad towards the north. Running north to south from the southern end of the RDF roof are two paved walkway paths adjacent to each of the two raised planter beds. The planter beds are approximately 425 ft. x 65 ft., and construction is not proposed in either raised planter. Grass and plantings cover the remaining surfaces that are not paved. On the south eastern corner are mechanical enclosures (areaway) that allow for interior mechanical equipment operations below. The entire roof structure is approximately 30 ft. above the ground.

c. Interior: The interior of the RDF facility varies in space use from unfinished warehouse and loading space, postal and maintenance facilities, as well as office space. The majority of the space is unfinished warehouse, but there are numerous critical areas such as refrigerated storage areas, electrical and mechanical distribution rooms and a locker room adjacent to the Pentagon Force Protection Agency (PFPA) gun range.

d. For more detailed information related to the existing condition of the exterior and interior space refer to Exhibit D – Reference 2 (As-Built Plan of Record).

e. Any existing features within the Work Area, regardless of disciple/spec section, damaged by the Contractor shall be repaired to match existing conditions.

B. Concrete:

a. The RDF structure consists of both two-way reinforced concrete flat slabs and drop panels supported by concrete columns and walls, and concrete one-way slab and beam framing supported by concrete columns or walls along the north and west perimeters of the facility.

b. Concrete framing element sizes (i.e., beams, girders, and columns) and bay sizes

(i.e., distance between columns) are included in Exhibit D – Reference 2 (As-Built Plan of

Record).

c. For concrete elements to remain, the contractor shall design retrofits to strengthen the existing concrete locations to support helipad operations. The types of retrofits include but are not limited to carbon fiber reinforced polymer (CFRP) and concrete slab and beam section enlargement.

d. DOR shall also consider weight reduction of green roof dead load and shall maintain all existing finish grades surfaces of the rooftop landscaping, pavements and helipad.

C. Stone Cladding: The exterior planter and perimeter parapets include stone cladding and stone coping assemblies. The Contractor shall remove, protect, repair as required, and reinstall stone cladding in the work areas. The Contractor shall document condition of stone cladding prior to construction, shall protect existing stone cladding to remain, and shall replace and repair any masonry damaged during its construction activities to match existing conditions. The Contractor shall design for the reuse of the existing stone cladding in accordance with the project technical

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10/18/2019 requirements where salvageable and determined following the condition survey and as approved by the Government.

D. Thermal and Moisture Protection: The Contractor shall remove all existing RDF roof waterproofing assembly materials from exterior concrete surfaces and replace with a waterproofing assembly including flashings, sealants, and other relevant accessories designed in accordance with the project technical requirements. The Contractor shall design and construct 100% removal and replacement of the waterproofing assembly at each work area, in coordination with the concrete strengthening work. The Contractor shall maintain the construction areas to ensure that the structure remains water tight throughout all phases of construction.

a. Allow adequate time for structural concrete repairs to cure prior to installing waterproofing.

E. Openings: The Design-Build Contractor shall protect all doors, windows, and openings located in conflict with its construction activities. Contractor shall replace or repair any opening hardware damaged by its construction activities to match the existing conditions. The Design-Build

Contractor shall document all openings conditions prior to beginning its construction activities.

The Government will verify conditions of openings during the Construction Acceptance Inspection.

The Design-Build Contractor shall notify the government of conditions that vary from those contained in Exhibit D – Reference 2 (As-Built Plan of Record) as part of the Existing Conditions

Report prior to the start of design and construction.

F. Finishes: The Design-Build Contractor shall protect all finishes located in conflict with its construction activities. The Design-Build Contractor shall replace or repair any finishes damaged by its construction activities or by water infiltration to match the existing conditions. The Design-

Build Contractor shall document all finishes condition prior to beginning its construction activities.

The Government will verify conditions of finishes during the Construction Acceptance Inspection.

G. Equipment: The Design-Build Contractor shall protect existing equipment located within the construction areas. For equipment that impacts the construction, the Design-Build Contractor shall provide a work plan for outages and get approval prior to construction. Equipment identified as mission critical shall not be turned off, impacted, or bypassed. The Design-Build Contractor shall protect equipment and design a work around solution to accomplish the work. The Design-Build

Contractor shall refer to Exhibit E - Attachment A5 (FSD Construction Management General

Requirements, Section 1.11) for related requirements. The Design-Build Contractor shall identify mission critical equipment in the approved design, and in the Existing Conditions Report for approval prior to construction.

H. Furnishings: The government will move tenants and the Government will move equipment for areas highlighted in the RFP at no additional cost to the Design-Build Contractor. For rooms and hallways not included in the RFP, Contractor shall coordinate with Government and SPMD as required. The Design-Build Contractor shall protect all furnishings affected by the construction activities. The Design-Build Contractor shall replace or repair any furnishings damaged by its construction activities to match the existing conditions.

I. Special Construction: To meet Air Traffic requirements, the Design-Build Contractor shall design and install safety net surrounding the exterior of the Work Area perimeter in accordance with applicable Government safety standards. The Design-Build Contractor shall remove approximately

600 LF the existing fence around the helipad primary surface and install a new safety net designed to meet all the necessary safety requirements included in Exhibit E - Attachment I1 (EM-385:

Safety and Health Requirements).

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J. Fire Suppression: For the existing fire hydrant standpipes supporting fire suppression operations on the roof of the RDF, the Design-Build Contractor shall design and install lowered hydrant standpipes that are flush to the surface of the RDF roof, and are accessible in the event of a fire. All construction with potential impact to the Fire Suppression systems must be coordinated with the

Office of the Pentagon Fire Marshall per requirements listed in the Attachments. The Design-Build

Contractor shall protect, and maintain in working condition at all times unless service interruption is approved by the Fire Marshall, all fire suppression equipment located in conflict with the construction. The Design-Build Contractor shall immediately replace any equipment damaged by its construction activities to match existing conditions. There is potential the construction will impact the existing sprinklers, standpipes and other fire suppression system appurtenances. Modify the locations of sprinkler heads in accordance with applicable codes when structural repairs impact the space requirements of specific heads. Some fire suppression piping is embedded in the structural slab. The Design-Build Contractor shall prepare a work plan for potential outages, and receive approval from the Government prior to executing an outage. Existing drawings noting areas of potential conflict are included in Exhibit C (RFP Plans) and Exhibit D – Reference 2 (As-

Built Plan of Record). The Design-Build Contractor shall refer to the drawings, and verify conditions in the field prior to construction. Should conditions in the field differ from the provided as-built drawings, the Design-Build Contractor shall notify the Government immediately.

K. Plumbing: The Design-Build Contractor shall protect all plumbing equipment located in conflict with the construction. The Design-Build Contractor shall immediately replace any equipment damaged by its construction activities to match existing conditions. There is potential the construction will impact the existing plumbing equipment, pipes and other plumbing appurtenances.

The Design-Build Contractor shall prepare a work plan for potential outages, and receive approval from the Government prior to executing an outage. Existing drawings noting areas of potential conflict are included in Exhibit C (RFP Plans) and Exhibit D – Reference 2 (As-Built Plan of

Record). The Design-Build Contractor shall refer to the drawings, and verify conditions in the field prior to construction. Should conditions in the field differ from the provided as-built drawings, the

Design-Build Contractor shall notify the Government immediately.

L. Heating, Ventilating, and Air Conditioning (HVAC): The Design-Build Contractor shall protect all

HVAC equipment located in conflict with the interior construction. The Design-Build Contractor shall immediately replace any equipment damaged by its construction activities to match existing conditions. There is potential the interior construction will impact the existing HVAC equipment, ducts, and other HVAC appurtenances. The Design-Build Contractor shall prepare a work plan for potential outages, and receive approval from the Government prior to executing an outage. There are sections of the facility where outages will not be permitted because the equipment must remain operational at all times. The Design-Build Contractor shall protect and work around the equipment, or design a bypass to maintain functionality. Existing drawings noting areas of potential conflict are included in Exhibit C (RFP Plans) and Exhibit D – Reference 2 (As-Built Plan of Record).

The Design-Build Contractor shall refer to the drawings, and verify conditions in the field prior to construction. Should conditions in the field differ from the provided as-built drawings, the Design-

Build Contractor shall notify the Government immediately.

M. Electrical: The Design-Build Contractor shall install new obstruction lighting as indicated in

Exhibit C (RFP Plans). The Design-Build Contractor shall protect all electrical equipment located in conflict with the construction. The Design-Build Contractor shall replace any equipment damaged by its construction activities to match existing conditions. There is potential the construction will impact the existing electrical conduits, lighting, ductbanks, switches, panels, and other electrical appurtenances. The Design-Build Contractor shall prepare a work plan for potential outages, and receive approval from the Government prior to executing an outage. There are

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10/18/2019 sections of the facility where outages will not be permitted because the equipment must remain operational at all times. The Design-Build Contractor shall protect and work around the equipment, or design a bypass to maintain functionality. Existing drawings noting areas of potential conflict are included in Exhibit C (RFP Plans) and Exhibit D – Reference 2 (As-Built Plan of Record).

The Design-Build Contractor shall refer to the drawings, and verify conditions in the field prior to construction. Should conditions in the field differ from the provided as-built drawings, the Design-

Build Contractor shall notify the Government immediately.

N. Communications: The Design-Build Contractor shall install new intercoms as indicated in Exhibit

C (RFP Plans), and remove all existing intercoms within the work area that are considered as obstructions. The intercoms shall be installed as a stand-alone system. The Design-Build

Contractor shall protect all telecommunications infrastructure that are to remain, and are located in conflict with the interior construction. The Design-Build Contractor shall replace or repair any telecommunications infrastructure damaged by its construction activities to match the existing conditions. The Design-Build Contractor shall coordinate with Joint Service Provider (JSP) prior to any construction activities with potential to impact telecommunications infrastructure. The Design-

Build Contractor shall prepare a work plan for potential outages, and receive approval from the

Government prior to executing work in those areas. There are sections of the facility where outages will not be permitted because the telecommunications equipment must remain operational at all times. The Design-Build Contractor shall protect and work around the equipment, or design a bypass to maintain functionality. Existing drawings noting areas of potential conflict are included in Exhibit C (RFP Plans) and Exhibit D – Reference 2 (As-Built Plan of Record). The Design-

Build Contractor shall refer to the drawings, and verify conditions in the field prior to construction.

Should conditions in the field differ from the provided as-built drawings, the Design-Build

Contractor shall notify the Government immediately.

O. Electronic Safety and Security (ESS): The Design-Build Contractor shall protect all ESS systems located in conflict with the construction. The Design-Build Contractor shall maintain and replace any ESS systems damaged by its construction activities to match existing conditions. The Design-

Build Contractor shall coordinate with PFPA to maintain site security at all times. The Design-

Build Contractor shall prepare a work plan for potential outages, and receive approval from the

Government prior to executing an outage. Existing drawings noting existing site ESS is included in

Exhibit D – Reference 2 (As-Built Plan of Record). The Design-Build Contractor shall refer to the drawings, and verify conditions in the field prior to construction. Should conditions in the field differ from the provided as-built drawings, contractor shall notify the Government immediately.

P. Earthwork: The exterior of the RDF roof is a vegetative roof structure with soil depths that vary from 1-ft to 4-ft. The Contractor shall excavate the RDF roof soil down to the concrete, and remove and dispose of the soil following the guidelines listed in Exhibit E - Attachment A9

(WHS Guidance Document for Proper Handling of Soil at the Pentagon).

Q. Exterior Improvements:

a. Overburden: The Design-Build Contractor shall remove the existing overburden materials, including the clayey-sand soil, gravel, plants, and roots. The Design-Build Contractor shall design and install the new overburden system to maintain existing landscaped conditions, and to support continued use as landing zones and parade fields. The new overburden system design may include geofoam, lightweight coarse aggregate fill, drainage board, filter fabric, root barrier, topsoil, and sod, as deemed necessary for proper vegetative roof construction, and attempts to lighten the overburden load. The Design-Build Contractor shall design the overburden system have positive drainage characteristics to prevent

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10/18/2019 ponding and saturation of the soils. The Design-Build Contractor shall install the overburden layers such that the final ground surface elevation matches existing grade, or such that surface drainage is enhanced by maintaining a minimum 2% surface slope to storm drainage. Per the DoD Water Use for Landscape Architecture policy, all plants and grasses shall be non-water intensive and native to Arlington County.

b. Irrigation System: The Design-Build Contractor shall design and install a new automatic sprinkler system in grassed areas where approved by Pentagon Building Management

Office (PBMO) and PM/COR to replace the existing system. The new system shall be compatible with the existing TORO Sentinel System and installed per TORO specifications. Spray sprinkler bodies labeled by the EPA WaterSense program shall be used. The Design-Build Contractor shall provide and install three (3) soil moisture sensors to be strategically installed for optimum turf survival and efficient water usage. The

Design-Build Contractor shall retrofit the existing control boxes for compatibility with the new soil moisture sensors.

R. Utilities: The Design-Build Contractor shall protect all utilities located in conflict with the construction. The Design-Build Contractor shall replace any utilities damaged by its construction activities to match existing conditions. There is potential the construction will impact the existing site utilities. The Design-Build contractor shall prepare a work plan for potential outages, and receive approval from the Government prior to executing an outage. Existing drawings noting existing site utilities are included in Exhibit C (RFP Plans) and Exhibit D – Reference 2 (As-Built

Plan of Record). The Design-Build Contractor shall refer to the drawings, and verify conditions in the field via test pits or other approved method prior to construction. Should conditions in the field differ from the provided as-built drawings, The Design-Build Contractor shall notify the

Government immediately.

S. Transportation: Transportation improvements are not expected as part of this effort. Movement of vehicles in and around the Pentagon Reservation shall meet the access requirements for delivery of materials, and weight restrictions for the raised terrace structures and roadways. The construction of this facility will also occur when other areas of the Reservation are simultaneously under construction. The Design-Build contractor shall account for the constraints of movement associated with Pentagon operations. See Exhibit D (Project Specific Reference Documents) for information regarding the existing structure. The RDF structure is an operating warehouse and delivery facility which must remain in operation throughout the duration of the construction period. Temporary closure of loading bay docks or travel paths must be coordinated with and approved in advance by the Government.

2.2 Project Constraints

A. Work Hours: All work shall be completed during Normal Hours, defined as follows: Normal Hours are between 1600 and 0400, Monday-Friday. Off Hours are from 0400 to 1600, Monday-Friday;

and all day Saturday and Sunday. Work shall not, under any circumstance, be conducted on Federal

Holidays unless the Design-Build Contractor has received written approval by Government.

B. Weight and Access Route: Access to and from the site is constrained by vehicle weight and site operation restrictions. See Exhibit D (Project Specific Reference Documents) for information regarding the existing structure. The Design-Build Contractor shall refer to the applicable exhibits when preparing its work plan for moving personnel, equipment and material around the reservation.

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C. Construction Laydown Area: The construction laydown area has been identified as a grassed area immediately to the northeast of the RDF perimeter fence, between RDF Access Lane and

Richmond Highway Route 110. The Design-Build Contractor shall not use any area within 15 feet of Richmond Highway Route 110, and shall keep a 15 foot buffer from the existing manhole in this area. No trailers can be placed within this laydown area. The MACC trailer complex is available for trailers. At the MACC trailer complex, four cubicle spaces and four parking spaces will be allocated per Contractor.

D. DD254: All design and construction shall meet the Government security standards detailed in

Exhibit E – Attachment C. It is not expected that a DD254 will be necessary for this project.

E. Internal Environment: The Design-Build Contractor shall provide the Government with their plan to ensure tenant impacts due to dust, fumes, and other construction hazards are mitigated to the fullest extent throughout its construction activities. The Design-Build Contractor shall follow all applicable codes related to health and life-safety.

F. The Design-Build Contractor shall notify the Government at least fourteen (14) calendar days in advance before beginning any construction work. The Design-Build Contractor shall submit any request to the Government in writing seven (7) calendar days prior to commencing off-hours work.

G. The Design-Build Contractor shall provide a point of contact (POC) for damage claims as a result of Contractor’s fault.

H. To ensure compliance with the Migratory Bird Treaty Act, no tree or shrub removal shall be performed during the bird nesting season unless surveys are conducted first to ensure there are no nesting birds.

I. The Design-Build Contractor shall coordinate with the Government to perform required construction in the Gun Range. Hours of operation for the Gun Range are Monday-Friday: 0600 through 2200. The Gun Range remains operational seven (7) days a week; the Design-Build

Contractor shall get an approved work plan for the allowable work hours per the Pentagon Force

Protection Agency (PFPA).

J. Project Specific Sequencing: The Design-Build Contractor shall prepare a comprehensive construction phasing plan detailing the proposed plan for executing the work on the roof deck and the interior spaces. For exterior construction, the Design-Build Contractor will be able to block off access to an entire area during construction to facilitate the work.

1. During exterior construction, the Work Area is off limits for flight operations, flight operations will remain ongoing in the southern portion of the parade field, and the Design-Build Contractor shall protect its work area so it does not interfere with takeoffs and landings. The Design-Build Contractor shall protect its work from damage as a result of anticipated activities on the adjacent roof areas including helicopter landings. The Government will temporarily move helipad operations into the southern portion of the parade field during construction in the

Work Area. The Design-Build Contractor shall install temporary physical barrier between the Work Area and adjacent areas outside the Work Area during construction. The Base contract interior work will be phased as well, and the

Design-Build Contractor shall provide start dates and durations of work in each room or area, and coordinate his schedule with Space Policy Management Division

(SPMD), PBMO, and government PM/COR. Exhibits A and C describe and

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10/18/2019 depict the locations of expected work, and descriptions of the existing conditions, and known constraints.

K. Access Control Documents: The Design-Build Contractor will need to obtain Access Control

Documents in order to gain access to the project location. Instructions for obtaining Access Control

Documents and other supplemental information will be provided during the Project Kick-Off

Meeting.

L. Photographs/Cameras: The Design-Build Contractor and any affiliated Sub-Contractors associated with the Awarded Contract shall sign a Non-Disclosure Agreement (NDA) not to publish any photographs on their websites or for use other than official use pertaining to meeting contract requirements. The Design-Build Contractor and any affiliated Sub-Contractors associated with the

Awarded Contract shall obtain a Photo Permit at the start of the project prior to taking photographs on the Pentagon Reservation. The Design-Build Contractor shall coordinate with the Government for review and approval of photographs taken.

M. The Design-Build Contractor shall refer to Exhibit E - Attachment C1 (IC Tech Spec ICD-ICS 705) for specific requirements on taking photos of wall construction phasing for secure spaces.

N. The Design-Build Contractor shall deliver this project as ‘Construction Complete’ per Exhibit E -

Attachment A5 (FSD Construction Management General Requirements), Section 5.0 no later than fourteen (14) calendar days after Government acceptance of the work at the final inspection. The

Design-Build Contractor shall attend a Closeout Kick-Off Meeting to review the requirements for a timely completion of the project. Contractor shall refer to Exhibit E - Attachment A5 (FSD

Construction Management General Requirements), Section 5.1 for requirements.

O. Key Personnel: The Design-Build Contractor shall refer to Exhibit E - Attachment A5 (FSD

Construction Management General Requirements) for further requirements. Dual roles will not be permitted for this project.

P. Design Submissions: Schedule overruns as a result of rejected design submissions for resubmission is not the responsibility of the Government; and it is expressly the responsibility of the Design-

Build Contractor to manage the design process effectively.

Q. Units of Measurement: The Design-Build Contractor shall use metric units of measurement on the plans and specifications. All measurement tools need to be in metric units. There shall be no unit conversions.

R. Hazardous Materials and Contaminated Soils: The Design-Build Contractor is to notify the

Government COR/GPM and the Standards and Compliance Division (SCD) immediately if any contamination is found. The Design-Build Contractor shall apply professional experience and receive Government approval on the process of excavation, disposal, replacement, and remediation of all contaminated soil found inside the area of work according to Exhibit E - Attachment A9

(WHS Guidance Document for Proper Handling of Soil at the Pentagon). Disposal of all material shall be the responsibility of the Contractor. Contractor shall refer to Exhibit E - Attachment A5

(FSD Construction Management General Requirements) for further information.

S. Construction and design work shall be performed by U.S. companies using U.S. citizens to reduce risk (e.g., an individual who has been lawfully admitted for permanent residence as defined in 8

U.S.C.1 101(a)2 or who is a protected individual as defined by title 8 U.S.C. 1 324b.

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T. Escort Requirements: The Contractor is responsible for badging per Exhibit E - Attachment A5

(FSD Construction Management General Requirements). However, for areas requiring special access, the Contractor shall notify the Government at least five (5) business days in advance to coordinate escorts.

U. As-Built Drawing Pre-Submission Review: Prior to submitting As-Built drawings for Project Close

Out, the Design-Build Contractor shall coordinate with eFIC to set up a meeting (at least 72 hours in advance) to review their As-Built drawings prior to their submission deadline. The Design-Build

Contractor shall receive approval from eFIC prior to As-Built submission. The Design-Build

Contractor shall refer to Exhibit E - Attachment A5 (FSD Construction Management General

Requirements), Section 5.9 for requirements.

V. Existing Utility Impacts: Existing utilities will be impacted by the structural strengthening performed as described in this Statement of Work. A Summary of Repairs Matrix is provided in

Exhibit C, Sheet G-05. The matrix is provided for information only in order to provide the

Design-Build contractor with a general understanding of the systems affected by the structural strengthening. The matrix is not intended to be a complete accounting of the interferences that may be encountered during construction. No additional fee will be awarded for interference encountered during the work, whether or not documented herein.

2.3 Other Project Requirements

A. Tenant Meetings:

.a. Prior the first design submission, the Design-Build Contractor shall attend FSD facilitated meetings with each individual tenant group to present the Design-Build Contractor's design intentions and approach before design documents are created and developed. The goal of the meeting is to set tenant expectations and clarify requirements. The Design-Build

Contractor shall bring hard copies of the existing design documents. Required attendance at this meeting shall be the Design-Build Contractor’s PM and DOR. The Design-Build

Contractor shall submit meeting minutes to the Government within three (3) calendar days of the meeting.

.b. Seven (7) calendar days after submission of the 100% Design Documents, the Design-Build

Contractor shall attend FSD facilitated meetings with each individual tenant group to present the Contractor’s current design with a focus on design progress that has been made.

The Design-Build Contractor shall bring a hard copy of the latest design documents and a finish board. The finish board shall clearly demonstrate nature of each finish material and indicate each material’s proposed use (i.e. wall finish, floor finish, etc.). Required attendance at this meeting shall be the Contractor’s PM and DOR. The Design-Build

Contractor shall submit meeting minutes to the Government within three (3) calendar days of the meeting.

2.4 Other Government Contractors (OGC)

The Government will contract with OGC’s to perform work related to this Contract. The Design-Build

Contractor shall be responsible for coordination through the Government with the following OGC’s and shall integrate their work into the project as a whole. Contractor shall refer to Exhibit E - Attachment A5

(FSD Construction Management General Requirements) for further requirements.

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A.B. Information Technology (IT): Provide and install continuous conduit pathway and pull-strings for all IT cabling. IT cabling will be provided by an Other Government Contractor (OGC).

The Design-Build Contractor is responsible for coordinating with the OGC for size, locations, numbers, and capacities to support a full and complete installation of the IT system. For additional requirements, refer to Exhibit E - Attachment B3 (ITA Telecommunications Distribution Design

Methods).

B.C. Security: The Design-Build Contractor shall provide and rough-in infrastructure for connection of OGC provided security equipment such that equipment will operate as intended.

Examples of Contractor-provided items would include (but not be limited to) all plugs, receptacles, wire, cable, conduit, flexible conduit, pull-strings, and outlet boxes or fittings. Coordinate all design for locations of junction boxes and routing of conduit to be hidden from public view and painted to match existing finishes. Typical OGC provided security equipment includes but is not limited to

Multi-node Data-Gathering Units (MDUs), card readers, Passive Infrared Sensors (PIR), recessed high security switches (HSS), cameras, and low voltage wiring.

a. Access Controlled Doors:

i. Provide and install access controlled doors and rough-ins per Exhibit E -

Attachment A6 (Door Security Rough-in Packet) at all points of entry. Contractor shall also adhere to the requirements in Exhibit E - Attachment A10 (Pentagon

Electrical Security Typicals).

ii. Contractor must provide and install GSA approved pedestrian and door deadbold meeting Federal Specifications FF-L-2890B standards, which provide single motion egress and with integral request to exit functions at access controlled doors.

iii. Where crash bars are required on access controlled doors, an exit device with electrified trim and integral request-to-exit switch shall be provided by the

Contractor. Devices shall be 24VDC fail secure. Electric Latch Retraction devices are not acceptable (e.g. Corbin Russwin ED5000 series and the Sargent 8876xET

Exit Device).

iv. All doors meeting Federal Specifications FF-L-2890B must be provided with a transfer hinge and a pathway from the locking device to the wire transfer hinge above the door on the interior side of the area by the Contractor.

v. All access controlled doors and frames must prepared for by the Contractor with a pocket recessed HSS with pathway to the junction box above the entry door on the interior side of the area.

vi. Contractor must provide ASSA ABLOY compatible cylinder housing.

C.D. Toilet Accessories: Coordinate the selection of all toilet accessories with the Government and the PBMO Environmental OGC, including waste receptacles, soap dispensers, toilet tissue dispensers, sanitary napkin disposal units, paper towel dispensers, and toilet seat cover dispensers.

D.E. 3rd Party Commissioning (Cx) Specialist: The Design-Build Contractor shall coordinate and work with Government 3rd party Cx Specialist and shall perform commissioning of all systems described in this SOW, Section 1.2.7. Contractor shall refer to Exhibit E - Attachment A5 (FSD

Construction Management General Requirements) for further requirements.

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E.F. Landscape Excavation/Damage Repair Requirements: The Design-Build Contractor shall refer to Exhibit E - Attachment A5 (FSD Construction Management General Requirements) for additional information.

2.5 Sustainability and Green Building Requirements

A. In addition to the Sustainability Requirements in Exhibit E - Attachment A5 (FSD Construction

Management General Requirements), Exhibit E - Attachment A16 (WHS Sustainability

Requirements Checklist), and Exhibit A (Division 01 Specification Section…