Amendment 0008 P1678 NATO.pdf

R

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

Created On:

13 Jul 2026, 16:04 PM Greenwich Mean Time

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification): SOLICITATION NO: N4008525R2638, DESIGN-BUILD P1678 NATO JFCNF PHASE II

INTERIM MODULAR FACILITY, NSA NORFOLK, VA

SEE SF 30 BLOCK 14 CONTINUATION PAGE.

ALL CORRESPONDENCE REGARDING THIS SOLICITATION SHALL BE DIRECTED VIA EMAIL TO KRISTY GERREK AT KRISTY.L.

GERREK.CIV@US.NAVY.MIL.

This amendment is issued to incorporate the following:

1. Extend the proposal due date from 21 JULY 2026 TO 28 JULY 2026 NLT 2:00 P.M. EDT.

2. Provide DB RFP Attachment L: Regional Environmental Checklist (attached separately)

3. Update Clauses and Provisions (Enclosed)

4. Provide PPI Responses (Enclosed)

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date 21 Jul 2026 28 Jul 2026

Section 00 45 00 - Representations and Certifications

The following clauses were deleted:

DFARS Clauses Incorporated by Reference

Number Title Effective Date Alternate/ Deviation

Variation Effective Date

252.225-7057 Preaward Disclosure of Employment of Individuals Who Work in the People's Republic of China.

Aug 2022

Section 00 70 00 - Conditions of the Contract

Additional Information/Notes

The following clauses were deleted:

DFARS Clauses Incorporated by Reference

Number Title Effective Date Alternate/ Deviation

Variation Effective Date

252.225-7058 Postaward Disclosure of Employment of Individuals Who Work in the People's Republic of China.

Jan 2023

N4008525R26380008

Section 00 73 00 - Supplementary Conditions

The following attachments were added:

NATO P1678 Amendment 0008 Continuation Page

N4008525R26380008

SECTION SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0008

This amendment is issued to incorporate the following:

1. Extend the proposal due date from 21 JULY 2026 TO 28 JULY 2026 NLT 2:00 P.M. EDT.

2. Provide DB RFP Attachment L: Regional Environmental Checklist (attached separately)

3. Update Clauses and Provisions (Enclosed)

4. Provide PPI Responses (Enclosed)

1. The proposal due date is extended from 21 JULY 2026 TO 28 JULY 2026 NLT 2:00 P.M. EDT.

**PLEASE NOTE THAT NO ADDITIONAL PPI’S WILL BE ACCEPTED**

2. DB RFP Attachment L: Regional Environmental Checklist is provided with this amendment (attached separately).

3. A Clause and Provision is updated with this amendment (enclosed)

4. Pre-proposal Inquiry Responses (Enclosed)

PPI # Page Section Paragraph Question Response

General

Are any of the areas of the building deemed mission critical and require emergency power. If so please identify areas of building requiring emergency power.

Per RFP, provide a

Natural Gas emergency generator for 100% backup power to the

JFCN Modular building. Designer of

Record will determine the Generator kW rating. At a minimum provide 800kW Natural

Gas Generator.

Refer to emergency generator requirements in ESR D50 section

D509002.

Amendment

0005, CLIN

item 0010

CLIN item 0010 requested expansion of the original building space to accommodate an additional 148 personnel.

Please advise whether the additional personal are to have a separated/dedicated area from the current spaces shown or if the current areas should each be expanded for the additional personnel. If current areas need to be expanded please provide information how many of the additional personnel will go to each area of the floor plan. If additional personal are at a separate area of the building please advise what the security requirements are for that area.

Please see response to

PPI #52.

Attachment

H pp 373 and

2.3.7 &

B10.1.1.1

FC 4.010-01 DoD

Minimum Antiterrorism

Standards, 3-7 Standard 6.

Progressive Collapse

Resistance references

UFC 4-023-03 Design of

Buildings to Resist

Progressive Collapse for progressive collapse design requirements. UFC

4-023-03 has since been cancelled. Please confirm if progressive collapse resistance is required.

Progressive collapse resistance requirements are now covered in

UFC 3-301-01, Chapter

8 which adopts and modifies ASCE 76-23 and uses the term

"disproportionate collapse". Mitigation for disproportionate collapse shall be determined per these

UFC requirements.

Pg 39 Amendment

1.2.13

Bid Option for additional personnel: Please provide more information on the request for this bid option in order for the offerors to accurately design and price this. How large are the workstations; are there private office spaces; what additional "admin spaces" are required; is there a department which this is

Additional personnel will be integrated into the other programmed areas if selected. If Line

Item 0010 is accepted, programming updates/validation will be included in the design.

Refer to previously revised Attachment D

Program Requirements.

planned to be connected to for adjacencies, etc.?

AMD 01,

Attachment H-

Part 3-Chapter

6-B1020

Section states that the parking garage must include a precast concrete roof. Please confirm the intention of this section is to state that the top level of the parking garage is to be covered with a precast lid. Typically, a roof would only be placed over elevators shafts, stair towers etc.

A precast concrete roof is not required over the entire parking area.

This section applies to the stair towers, elevator shafts, lobby, and mechanical rooms at the top level of the garage.

Attachment I, CLIN 03

CLIN 0003 notes the

CLIN includes replacement of geotechnically unsuitable subgrade soil with imported structural backfill, aggregate base course or imported #57 crushed stone as specified.

These options, specifically the structural backfill, which can be soil, compared to aggregate can vary differently in cost.

As the offeror does not know which location the geotechnically unsuitable soils is being removed and the required backfill.

Would the government please consider a separate

CLIN for the backfill based on material type or should offeror's just propose the most expensive backfill material in the CLIN for all 2,500 CY?

Line Item 0003 shall include all costs associated with removal of unsuitable subgrade soils and replacement with the required backfill material, whether imported structural backfill, aggregate base course, or #57 crushed stone, as directed and required by field conditions. The

Government will not establish separate Line

Items based on backfill type. Offerors shall account for the potential variation in replacement materials when developing their price for the 2,500 CY included in Line Item

0003.

Part 3 -

Chapter 2.0 2.6.3

Part 3 - Chapter 2 - 2.6.3 notes that a JFCNF/NATO have specific security requirements that will apply to design and construction of the project.

"Print and reprographic

Requirements for the

Class I and II spaces are incorporated throughout the DB RFP.

spaces must be built in accordance with Class I requirements. All conference rooms and vaults must meet the requirements of Class II spaces, including badging for access."

Please confirm all differences between Class

I and II requirements are identified in 2.6.3

Please confirm this project does not have a

Construction Security

Plan, if so please provide.

This project does not have a Construction

Security Plan.

Construction Security

Plan will be drafted during the design once project is awarded.

Part 2 -

General

Requirements

01 45 00 - 1.6.1. notes the

QC Manager is responsible for the QC for

Controlled Area

Perimeter. 1.6.8.2 - QC

Control Area Sound Rated

Perimeter Construction then outlines the quality control inspections.

Please define what is considered the Controlled

Area Perimeter? Is this

Class I, Class II, or both?

Both Class I and II have separate controlled perimeters.

Part 3-Chapter

2.7

The referenced section states that the temporary parking garage must be modular, expandable, and incorporate a demountable structural system. Please clarify whether the welded precast connections associated with the parking garage would satisfy the requirement for a demountable structure.

Welded precast connections associated with the parking garage would satisfy the requirement for a demountable structure.

01 20 00

Due to the nature of this project the vast majority of the project will be prefabricated offsite; the modular facility and precast for the parking

All materials must follow 01 20 00 and contract documents.

The government is not responsible for stored materials that are stored garage. Notwithstanding anything to the contrary in

01 20 00, the government will pay for stored materials and completed construction that is offsite.

off site without approval by the KO.

Part 3 - 2.3.9

Please provide Bi-SC 085-

009 and ACO Directive

070-001

Please see response to

PPI #39.

Attachment H

- Part 3, 2.6.4

Do the areas of the building that are governed by either the Bi-SC 085-

009 and ACO Directive

070-001 constitute CUI handling?

Bi-SC 085-009 and

ACO Directive 070-001 are Unclassified but not for public release by

NATO. It is not considered CUI by the

Navy but will not be issued until after award.

- Part 3, 5.0

RFP calls for general ceiling heights of 9' (finish floor to ceiling). Will 8'6" clear be an acceptable substitution to help maximize the availability of suitable freight trailers and minimize over the road freight costs.

RFP requirements will not change. Please bid per the RFP.

Can you provide a site plan identifying on-site haul route and staging area adjacent to the job site? Or identify any known dimensional restrictions for on-site haul routes for the delivery of up to 15'-

6” wide and 14’6” tall

(from grade on trailer).

Contractor shall propose their haul route in their proposal. Main gates are restricted in height and width to a standard 50' container.

All oversized loads must be coordinated with base security staff.

- Part 3, 6.0-

B20

The solicitation references a brick veneer as the required primary system.

Is the government willing to accept a thin brick, Nichiha, or equivalent modular friendly façade treatment, matched in color and coursing to adjacent facilities per IAP, in lieu of full brick masonry veneer?

The facility must comply with the IAP and requirements of the

DB RFP.

B20

Will the project accept modular friendly elements

(architectural precast, GFRC, cast stone, etc.) for the water table, plinth, and banding accents, provided profiles and color match the NH-31 precedent and

IAP intent?

The facility must comply with the IAP and requirements of the

Please confirm the expectation for the stairs, the elevator hoist way.

Are these intended to be modular or can they be site built?

The facility must comply with the IAP and requirements of the

- Part 6, Attachment F

- Drawing

AE101

Please confirm whether offerors may propose a revised floor plan layout that maintains the RFP’s required adjacencies, circulation intent, and general room requirements while improving modular design efficiency. The current layout appears to limit continuous structural load paths, point-load transfer, and above-ceiling

MEP coordination.

Allowing a modular-friendly floor plan adjustment would improve constructability and reduce the need for custom, higher-cost MEP and structural solutions

Concept plan is for planning purposes only.

Final plan must be proposed by contractor and must meet all RFP requirements.

D30

The four listed HVAC alternatives are central-plant hydronic systems.

May offerors propose an additional alternative, such as VRF with DOAS and energy recovery, provided it demonstrates the ability to meet requirements presented?

Use of VRF systems requires real property owner approval in accordance with UFC

3-410-01, section 2-13.

Please provide one of the system alternatives indicated in D30.

Attachment

M, pg 10

CS101

The provided site plan shows paving within the

33' ATFP setback and the proposed buildings within the 100 meter setback from the perimeter fence.

Can you please confirm what the ATFP requirements are for this project? Are there any considerations that we need to note if the building is within the 100 meter setback?

Unclassified spaces are allowed, if necessary, within the 100 meter set back.

ATFP requirements must be validated during design.

Drawing

CS101,

Reference is made to drawing CS101 (page

1306) within Attachment

H of the bid documents

(Part 6 - Attachment F:

Drawings). This drawing positions the entry

Vestibule, Security

Vestibule, Security Office, and Mail Room inside of the minimum 100-m setback zone. Please confirm that this is permissible. If so, please confirm if this program shall adhere to low occupancy UFC 4-010- 01 requirements.

Low occupancy spaces allowed within the setback. ATFP requirements must be validated during design.

Part 2

Specification

Section 01 33

High Performance

Sustainable

Building Checklist

The Energy Savings below baseline percentage is missing on the HPSB checklist. Please provide the Energy Savings below baseline percentage.

Per UFC 1-200-02, the project is required to achieve a minimum energy consumption reduction of 30% below the ASHRAE 90.1 baseline. The project-specific energy savings percentage will be determined through energy modeling and will be provided by

AE2.

Part 2

Specification

Section 01 33

High Performance

Sustainable

Building Checklist

The High Performance

Sustainable Building checklist is not clear on whether or not Renewable energy must be provided.

Please provide written confirmation that

Renewable energy is or is not LCCA or LCCE.

A Life-Cycle Cost

Analysis (LCCA) was conducted for a rooftop-mounted solar photovoltaic (PV) system. The analysis concluded that solar PV is not life cycle cost effective for this project; therefore, renewable energy will not be incorporated into the project.

2 Part 3

1.0 Project

Description

The RFP States "A temporary parking garage is required to support the increased personnel demand." How long is the parking garage expected to last?

The facility must comply with the IAP and requirements of the

DB RFP.

1306 Part 6 Attachments

Reference is made to drawing CS101 (page

1306) within Attachment

H of the bid documents

(Part 6 - Attachment F:

Drawings). This drawing positions the entry

Vestibule, Security

Vestibule, Security Office, and Mail Room inside of the minimum 100-m setback zone.

a. Please confirm that this is permissible.

b. If so, please confirm if this program shall adhere to low occupancy UFC 4-

010- 01 requirements.

Please see response to

PPI #93.

Part 3 Chapter 2.3.7

Please provide the document "Bi-SCD 085-

009 - NATO Criteria and

Standards for Peace

Headquarters Facilities" that is referenced in RFP

Attach H Part 3, Chapter

2.3.7.

Please see response to

PPI #39.

2 Part 3 Chapter 1.1

The RFP states DoDI

5200.01, Protection of

Classified Information

2012 is an applicable

a. This document is not applicable.

b. This facility does not contain SCI and shall code. The 2012 version of this document is not publicly available. The

2020 version of this document SUBJECT is

"DoD Information

Security Program and

Protection of Sensitive

Compartmented

Information (SCI)."

a. Please confirm this document is not applicable.

b. Please confirm this facility does not contain

SCI and shall not be required to comply with

ICD 705 requirements.

not be required to comply with ICD 705 requirements.

2 Part 3 Chapter 1.1

The RFP lists multiple

NATO and U.S.

Department of Defense documents that are not publicly available. Please provide NATO and U.S

DoD for review by the contractor.

Please see response to

PPI #39.

2 Part 3 Chapter 2.8

The RFP states the following: "This undertaking is within a previously identified historic district, Norfolk

Naval Base Historic

District (DHR ID #122-

0410). This undertaking is near two other previously identified historic districts, the Naval Command

Center Historic District

(DHR # 122-5789), and the Joint Forces Staff

College (DHR #122-

5790). Section 106 consultation will need to be completed for any potential visual impacts to these historic districts from the construction of the temporary parking garage."

a. Please confirm the government will retain a

a. The NSA Hampton

Roads Cultural

Resource Manager will coordinate with SHPO.

b. The government will submit documentation for the Section 106 process. Supporting documentation (design drawings and documents) to be provided by the

AE/Contractor.

c. A SHPO consultation with the Virginia

Department of Historic

Resources (VDHR) has been conducted. A finding of "no adverse effect" was received for the Joint Forces

Command Norfolk

(JFCN) Interim

Modular Campus historic architect and liaison to coordinate with

SHPO.

b. Please confirm the government will study and submit documentation related to the Section 105 process.

c. Please confirm that any and all mitigation such as relocating historic structures, shall be considered a planned change order since the scope of work is unknown.

(IMC), which includes the parking garage.

Please bid per the RFP.

17 Part 3

3.1.1 Natural

Constraints

(C) Environmental

Constraints

The RFP states, "In

October 2025, VOCs and

TPH were generally not detected, but arsenic and lead exceeded Virginia discharge limits and EPA

MCLs in multiple samples. PFAS was detected in groundwater during the October 2025 event; PFOA, PFHxS, and

PFOS exceeded EPA

MCLs in the groundwater samples, while the remaining PFAS detections were below applicable limits." Is documentation of the environmental issues available?

Environmental data is found in the DB RFP

Attachment K -

Geotechnical and

Environmental Data

Report in Appendix E -

Environmental Testing

Results.

29 Part 3

4.3.2. Building

Height

The RFP states, [The building height must accommodate the following dimensions

'Minimum Floor-to-Floor'

14'-0"]. Please confirm this applies to the entire facility.

Contractor provided solution must meet

UFC and room requirements as outlined in Part 3, Chapter 5, review sight lines and viewing angles of workstations, audiovisual requirements, and account for all building infrastructure.

29 Part 3

4.3.2. Building

Height

The RFP states, [The building height must accommodate the following dimensions, 'Minimum Floor-to-Floor'

14'-0"]. Please confirm this applies to the entire facility.

Please see response to

PPI #105.

The RFP states that it is an option to provide a large quantity of additional workstations. Please provide the room requirements and adjacency requirements for these workstations.

Please see revised

Attachment D -

Program Requirements, included in

Continuation Sheet within Amendment

0005.

15 Part 3

Chapter 5 Room

Requirements -

Intel Vault

What vault standard shall be adhered to for the design and construction of the Intel vault?

Standards, requirements, and reference documents for design are included in the DB RFP. Room

Requirements 1.8

Other/Special

Requirements provides additional information.

Part 3 ESR B1020 Roof

Construction

The RFP states in

"Parking Garage

Construction. The parking garage must include a precast concrete roof framing system meeting the requirements of this section."

a. Is it the government's request to provide a concrete roof over the top level of parking? Or does this solely apply to the lower levels of parking?

Please see response to

PPI #65.

Part 3

ESR B1010

Exterior Walls

The RFP states, "Temporary Parking

Garage: Provide a single thickness, barrier wall composed of the Exterior

Closure construction indicated below. Exterior walls of enclosed spaces must comply with UFC 1-

200-02." If the parking garage is enclosed, as it

The parking garage will be open and only building support and conditioned areas of the parking garage will be enclosed.

will require additional infrastructure, such as mechanical exhaust, please confirm that it must be fully enclosed.

Part 3

ESR B202003

CURTAIN

WALLS

The RFP states, "Temporary Parking

Garage: Provide a multi-story glazed curtain wall system." Please confirm curtain walls are only required at 5-10% of the exterior facility and temporary garage is not required to be fully enclosed.

The temporary parking garage is not required to be fully enclosed.

Part 3

ESR B301090

Other Roofing

The RFP states to provide lightening protection.

Please provide the document and analysis that lead to this requirement for the contractors review.

Lightning protection is a standard requirement on all government facilities and must be designed in accordance with the UFC(s) and

NFPA 780. AE2 is responsible for performing a risk assessment in accordance with UFC

3-375-01 - Chapter 3.

Part 3

ESR C101001

Fixed Partitions

The RFP states to provide

STC 42 walls. Select room requirements increase this requirement. Please confirm that the most restrictive requirement shall be adhered to as it relates to each individual space.

Confirmed, the most restrictive requirement must be adhered to.

1 Part 3

C301003

GYPSUM

WALLBOARD

FINISHES

The RFP states, "Foil backed" gypsum board.

Please confirm Radio frequency shielding is not required on this facility.

Radio Frequency

Shielding is not required for this facility.

9 Part 3

D503005

SECURITY

SYSTEMS

The RFP states, "Provide the ESS for this project in accordance with the requirements of UFC 4-

021-02, Electronic

Security

Systems[SECNAV M-

5510.36 Department of

A. Confirmed, there is no SAPF.

B. Confirmed, comply with the listed requirements referenced in the DB RFP.

C. Confirmed. Please

Navy Information Security

Program Manual Physical

Security Standards for

Special Access Program

Facilities."

a. Please confirm that an

SAPF is not required in this facility.

b. Please confirm that ICD

705, ODNI SCI, SCIFC

UFC, requirements for

SAPF and SCIFS are not required for this project.

c. Please confirm that this project has CMMC Level

1requirements.

see response to PPI

#01.

2 Part 3 F1010

The RFP Part 3 states, "See Part 6, Attachment

Division 13 Permanent

Modular Construction

Specification Template for inclusion in design documents" Please advise on the order of precedence for this specification template. Is this specification template conceptual in nature?

Attachment J provides a conceptual outline of minimum requirements that the Contractor and

A-E must include in the modular specification for the project.

Contractor is responsible for a tailored modular specification for the project

Attachment H, Paragraph

G4010, G401002, G401009

The project requirements indicate that the JFCN

Modular Building and

Temporary Parking

Garage will be served by a dedicated exterior pad-mounted transformer rated at 34.5 kV and stepped down to 480Y/277V.

Additional requirements reference a three-phase pad-mounted transformer serving both facilities and separate kilowatt demand metering for each pad-mounted transformer.

Please clarify whether a single transformer is intended to serve both the

Modular Facility and the

Temporary Parking

Garage, or if separate

The intent of the RFP is to have separate dedicated service transformers serve each facility.

transformers are required for each facility.

Attachment N 3.1

A solar PV LCCA was performed and indicates that no PV option was life cycle cost effective. As there is no mention of a

PV system in part 3 or part

5, it is assumed that the new facilities will not be provided with solar PV.

Please confirm this assumption is correct.

Confirmed. No PV systems are listed in

D50 or G40.

571 ESR G40 G402001

The RFP states to provide parking and area lighting for paved areas surrounding the facilities, however, the extents of this work is not defined.

Please provide limits for where this scope is required.

Provide lighting on the top open level of the parking garage in accordance with UFC

3-530-01. Area lighting is required based on the new site layout consisting of walkway lighting, pathway lighting, roadway lighting and landscape lighting and must be designed in accordance with UFC

3-530-01.

565 ESR G30 G3020

ESR G10 (General System

Requirements) states that

"Provide connection to the existing sanitary sewer collection system at the point indicated on the drawings in another part of the RFP. In identifying a suitable connection, evaluate the capacity of the existing collection system." Should it be assumed that the point of connection provided in the drawings has capacity?

It is currently assumed that the existing sewer system has adequate capacity at the connection location indicated. Evaluation of the capacity of the system is the responsibility of the

DOR.

1306 Attachment F CS101

Setbacks are identified on the drawing. Two locations (50' on parking garage and 100m on

Vestibule) impede into the setback requirements. Is

Please see response to

PPI #93 and PPI #147.

this intentional? Do the buildings need to shift to avoid these setback conflicts?

1305 Attachment F CD101

There is an existing transformer northeast of the proposed modular facility that appears to be within the proposed limits of the project. Is there any requirements to relocate, demo/disconnect, protect this existing transformer?

Will this be relocated by

NAVFAC prior to the start of construction?

Location of the existing transformer must be field verified. If in conflict with the proposed work, the transformer will require relocation. Coordinate with the installation for relocation of the transformer and required outages necessary for the relocation.

1305 Attachment F CD101

There is an existing prefab metal storage shed. Does this need to be relocated, salvaged, demolished?

Will the relocated by

NAVFAC prior to the start of construction?

Confirmed. The prefab metal storage shed is to be demolished.

559 ESR G20 G2010

Please confirm pavement section of bus stop, drive lanes, and parking pavement must be 2 inches of DOT HMA surface course Type

SM9.5D over 3 inches of

DOT HMA intermediate course Type IM 19.0A, over 8 inches of DOT aggregate base course. A minimum 1 inch thick sand subbase layer

(minimum CBR value of

20) underlain by a stabilization geotextile

(AASHTO M288 Class 1 woven geotextile

(elongation < 50 percent), seams overlapped a minimum 24 inches).

The pavement section noted is the minimum requirement. DOR to determine and design pavement section in accordance with the

RFP.

559 ESR G20 G2010

Please confirm if any tack and prime coats will be required for asphaltic concrete pavement section.

Yes. Tack and prime coats are required.

559 ESR G20 G2010

Please confirm if intent with 2 inches of DOT

HMA surface course Type

SM9.5D must be installed in multiple lifts.

Surface course to be installed per SHS requirements.

569 ESR G40 G401002

UFC 3-550-01, 3-5.3,

requires two liquid filled pad mounted transformers in lieu of one 480Y/277V service if the 208Y/120V load using dry-type transformers exceeds 40 percent of the 480V service transformer capability. As this facility is heavily weighted towards 208Y/120V loads, please confirm whether this UFC requirement is being enforced.

Confirmed. AE2 must comply with UFC 3-

550-01.

Part 3 -

Project

Program

AT/FP Standoff

(UFC 4-010-01)

Please confirm the requirements of the

NATO minimum antiterrorism standoff distance of 100m from the controlled/installation perimeter to the facility, and confirm whether the main entry vestibule may be located within the standoff zone or how it is to be treated relative to the standoff requirement.

Please see response to

PPI #93.

Program

Parking structure setback

Please confirm the required parking structure setback of 50 ft from the installation perimeter.

Current site plan shows the plan SE corner encroaching on the standoff.

Low occupancy spaces allowed within the setback.

Part 3 -

Project

Program

3.1.C

The Environmental

Checklist if referenced in multiple locations in the

RFP and is central to establishing and documenting environmental requirements. Though the checklist is referenced as

Please see DB RFP

Attachment L: Regional

Environmental

Checklist provided with

Amendment 0008.

Part 6 Attachment L it may not be present in the provided documents.

562 ESR G10 G1030

The RFP states to provide finish floor elevations with Part 4 Specifications, Section G10 and provide finish grades directing runoff away from buildings, etc. and towards the new and existing drainage systems, however, the extents and quantities are not defined in the documents. Please provide information offerors may rely on the earthwork and storm sewer routing information as the basis for proposal.

Please bid in accordance with the

RFP. Grading and drainage design is the responsibility of the

DOR.

Program

Please confirm that it is acceptable to place mechanical equipment on the roof.

Confirmed. Comply with UFCs and

Installation Appearance

Plan requirements.

Factor 5

Factor 5 notes the narrative shall not exceed

8 pages and up to 4 drawings can be provided to supplement the narrative. Because there are 2 main buildings (IMF and Temporary Parking

Garage) please confirm offerors can submit up to

4 drawings per building or

8 total. 4 drawings total is not enough to demonstrate both facilities.

Please bid per the RFP.

Factor 5

Please confirm the use of

11" x 17" sheets for the

CPM Schedule is acceptable as no page size guidance is provided in the solicitation.

That is acceptable.

9324 VIRGINIA AVENUE, NORFOLK VA 23511-0395

NORFOLK, VA 23511-0395

UNITED STATES

Kristy GERREK, Email: kristy.l.gerrek.civ@us.navy.mil Telephone: 757-341-0089 AdminBy:

SCD: PAS:

CODate: