AM02.pdf

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

1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE 4. REQUISITION/PURCHASE 5. PROJECT NO. (If applicable)

W9127821R0026-0002 26 MAR 2021 MEF20007

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

CODE

Corps of Engineers 109 St. Joseph St.

Mobile, AL 36602

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP code) 9A. AMENDMENT OF SOLICITATION

NO.

W9127821R0026

9B. DATED (SEE ITEM 11)

19 FEBRUARY 2021

10A. MODIFICATION OF

CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE

FACILITY CODE

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 telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 telegram or letter, provided each telegram or letter 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 NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A

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

The subject solicitation for: RELOCATE MAIN GATE, PATRICK AIR FORCE BASE, FLORIDA

Is modified in the following: REFER TO THE ENCLOSED REVISIONS FOR AMENDMENT NO. 0002

Except as provided herein, all terms and conditions of the document reference 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 OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

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

BY

(Signature of contracting officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

RELOCATE MAIN GATE W9127821R0026

PATRICK AIR FORCE BASE, FLORIDA MEF20007

SF 30 Page 2 Amendment No. W9127821R0026-0002

PART I - REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS

The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence.

Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus.

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

Table of Contents Revised as indicated herein.

00 11 00 Revised Attachment 1 as indicated herein.

01 10 10 Revised Paragraphs 1.2, 1.4, 9.2.1.6, 9.2.1.7, 9.2.1.10, 9.2.1.12, 9.2.2.1 - 9.2.3.2, 13.1, 13.2.6, 13.2.7, 16.2, 16.3, 17.5, 17.5.4, 17.6.5, 18.5, and

18.6 as indicated herein. Added Paragraph 13.9.1.1.

01 10 12 Revised Paragraph 1.11 as indicated herein.

Appendix A Added in its entirety.

PART II - NOTE: Revised, replacement and added drawings are listed below.

These revised, replacement and added drawings are to be inserted into the folio in the proper numerical sequence. Drawings that have been revised or replaced by this amendment shall be deleted from the folio. All drawings listed below are revised unless indicated otherwise.

SHT

REF. TITLE OF DRAWINGS

COVER SHEET

G-001 LOCATION MAPS AND SHEET INDEX

E001 LEGENDS AND GENERAL NOTES (ADDED)

E-101 ELECTRICAL GRID PLAN, AREA 1 (ADDED)

E-102 SUB STATION CUT OUT (ADDED)

Encl as stated Replaced pages of the specifications as indicated in Part I.

2 Revised drawings as indicated in Part II.

3 Added drawings as indicated in Part II.

Table of Contents Page 1 Revised by Amendment No. W9127821R0026-0002

TABLE OF CONTENTS

VOLUME 1 OF 3

CHECKLIST FOR PREPARATION OF OFFERS

BIDDING REQUIREMENTS

STANDARD FORM 1442 - SOLICITATION, OFFER, AND AWARD

BIDDING SCHEDULE

EXPLANATION OF BID ITEMS

STANDARD FORM 24 - BID BOND

STANDARD FORM 28 - AFFIDAVIT OF INDIVIDUAL SURETY

STANDARD FORM LLL - DISCLOSURE OF LOBBYING ACTIVITIES

00 11 00 PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

00 12 00 EVALUATION CRITERIA AND BASIS OF AWARD

00 21 16 INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS & CERTIFICATIONS

00 70 00 SPECIAL CONTRACT REQUIREMENTS

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS

PROJECT SIGNS

DD FORM 1354

DD FORM 1354 CHECKLIST

WAGE RATES

CESAM FORM 1151, PROMPT PAYMENT CERTIFICATION AND

SUPPORTING DATA FOR CONTRACTOR PROGRESS PAYMENT INVOICE

01 10 10 DESIGN REQUIREMENTS

01 10 12 DESIGN AFTER AWARD

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

FORM 4025

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

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

SAM FORM 696

01 50 00 TEMPORARY CONSTRUCTION FACILITES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 FACILITY DATA REQUIREMENTS

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION PATRICK AIR FORCE BASE

Table of Contents Page 2

02 83 00 LEAD REMEDIATION PATRICK AIR FORCE BASE

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBS AND

MERCURY PATRICK AIR FORCE BASE

DIVISION 31 - EARTHWORK

31 31 16.13 CHEMICAL TERMITE CONTROL

APPENDICES

APPENDIX A NOT USED EXISTING UTILITIES SURVEY

APPENDIX B PATRICK AFB MAIN GATE SID

APPENDIX C FIRE HYDRANT DATA

APPENDIX D PRELIMINARY SUBSURFACE SOIL EXPLORATION AND GEOTECH

ENGINEERING EVALUATION

VOLUME 2 OF 3

APPENDIX E HAZMAT REPORT

APPENDIX F NOT USED

APPENDIX G UFGS 34 71 13.19 CRASH RATED ACTIVE VEHICLE BARRIERS &

CONTROLS

APPENDIX H 45 SWI 32-7001 042318

APPENDIX I AF SUSTAINABILITY REQUIREMENTS SCORESHEET

APPENDIX J SOLID WASTE DISPOSAL TRACKING FORM

APPENDIX K 45 SWI 32-7001 (2008) EXTERIOR LIGHTING MANAGEMENT

APPENDIX L FLORIDA STATUTE CHAPTER 62B-55 MODEL LIGHTING ORDINANCE FOR

MARINE TURTLE PROTECTION

APPENDIX M 45 SW PLAN 32-1052 (2009) ASBESTOS MANAGEMENT PLAN

APPENDIX N OPLAN 19-14 (2015) PETROLEUM PRODUCTS AND HAZARDOUS

VOLUME 3 OF 3

APPENDIX O 45 SW LEAD PLAN (2009) LEAD MANAGEMENT PLAN

APPENDIX P OPLAN 19-16 (2009) PCB ITEMS CONTROL PLAN

APPENDIX Q AF131-101 GM (AFGM 2015-01)

APPENDIX R NON NUCLEAR IDS APPROVAL LETTER 30 JAN 19

APPENDIX S NOT USED

APPENDIX T GEOTECH REPORT 18-6376 REPORT 07-09-18

APPENDIX U PATRICK AFB HAZMAT REPORT/ACM REPORT

--End of Project Table of Contents--

SECTION 00 11 00

00 11 00

(Attachment 1)

PROPOSAL DATA SHEET

Also include the required, completed and signed SF 1442 in addition to this Proposal Data Sheet. Include in both Volumes I and II.

1. Name of Solicitation:

2. Offering Firm’s Name As Appears on the SF 1442:

Offering Firm’s DUNS number as it appears on the SF 1442:

Key Construction Subcontractor for Modular Ranges Name and DUNS number:

2a. If applicable, Offering Firm’s Joint Venture (JV) Individual Member (whether prime or key subcontractor) Information:

JV Member 1 Name & DUNS:

JV Member 2 Name & DUNS:

3. Mailing Address:

4. Telephone Number:

5. Fax Number:

6. E-mail Address to use for all correspondence:

7. AUTHORIZED NEGOTIATORS. Far 52.215-11. The Offeror represents that the following person(s) are authorized to negotiate on its behalf with the Government in connection with this solicitation.

List name(s), title, and telephone numbers of authorized negotiator(s).

Name of Person(s) Authorized to Negotiate:

Negotiator’s Address:

Negotiator’s Telephone:

Negotiator’s E-mail:

(Note: The remainder of the section is unchanged by this amendment.)

01 10 10

01 10 10

1.2. Requirements

This project is required to provide a properly sized and configured visitor center including an ID check station, waiting room, lobby, restrooms, janitor closet, a briefing room, storage, administrative offices and an NCIC office, as well as spaces for the mechanical, electrical, and communications equipment.

The POV inspection facility will include an inspection bay with overhead doors on each end, and equipment storage room with space for military working dogs and inspection personnel, and a driver’s waiting room. The POV gatehouse and ID check area will include four ID check stations, a guard office, restroom, storage, and employee break area all sheltered under a canopy.

The actual building size (area) of the visitor center will not be less than 2,100 square feet area, POV gatehouse and ID check stations will not be less than 450 square feet with not less than 4,500 square feet of canopy, and the POV inspection facility will not be less than 900 square feet as shown in the criteria drawings, and of the size and configuration required to meet all RFP criteria and requirements as well as the Contractor’s final building design solution for the systems and components installed with required clearances as limited by the DD1391 Project Amount (PA).

Bid The architectural design of the buildings shall be of an aesthetic nature and quality befitting a modern ECF.

1.4 Bid Option Summary

Bid Options. The Bid Options include the following.

Bid Option #1 Construction: Barrel Canopy: Design and construction of a barrel canopy at the POV gatehouse in place of the monoslope canopy included in the base bid.

Bid Option #2 Construction: POV Inspection Facility: Design and construction of a POV inspection and all associated site work including, but not limited to;

clearing, grubbing, fill material, site grading, utility systems, fire access, communications and data systems, pavements, and sod and landscaping, and physical security requirements as shown and as further defined in the RFP documents.

Bid Option #3 Construction: Overwatch Facility: Design and construction of an Overwatch facility on the concrete pad included in the Base Bid. Option includes all associated utility systems, fire access, communications and data systems, and physical security requirements as required in UFC referenced in paragraph

2.5 of this section.

Bid Option #4 Demolition: Existing Visitor Control Center: Demolition of Bldg. 577 Visitor Control Center including associated pavement and utilities as indicated on the drawings and as further defined in the RFP documents.

Bid Option #6 Procure and install the Uninterrupted Power Supply (UPS) w/battery.

Provide and install the Uninterrupted Power Supply (UPS) w/ battery in accordance with drawings and specifications. (The Base Bid includes the design, conduits and wiring for the UPS System). (Funding Source: AF O&M)

9.2.1.6 Storage Room 106

Provide sealed concrete floors. Paint GWB ceiling structure and epoxy paint CMU GWB walls. Locate UPS in Room 106.

9.2.1.7 IT/Communication Equipment Room 107

Dedicated area provided for communications service equipment.

Communications room shall not be used for storage or other purposes. Access shall be limited to authorized personnel through an exterior door. Room shall be sized to allow adequate clearance, equipment removal, and maintenance. Room shall be sized in accordance with SWI 17-213. Changes to the provided floor plan to increase or decrease the room area shall be approved by the Contracting Officer. Provide floor openings to accommodate conduit in vertical shaft spaces as necessary. Epoxy paint CMU GWB walls and Paint exposed structure above GWB ceiling. Provide fire resistant painted plywood wall panel per UFC requirements. Each IT/Comm room will have its own dedicated mechanical cooling system.

9.2.1.10 Mechanical/Electrical Room 110

Dedicated area provided for electrical service equipment and mechanical equipment to include HVAC and water heating. Mechanical/Electrical room shall not be used for storage or other purposes. Access shall be limited to authorized personnel through an exterior door that opens out with panic hardware per code requirements. Room shall be sized to allow adequate clearance, equipment removal, and maintenance. Changes to the provided floor plan to increase or decrease the room area shall be approved by the Contracting Officer. Provide floor openings to accommodate conduit, piping, and ductwork in vertical shaft spaces as necessary. Epoxy paint CMU GWB walls and Paint exposed structure above GWB ceiling. Provide fire resistant painted plywood wall panel per UFC requirements.

9.2.1.12 Restrooms 112, 113

Ceramic tile Terrazzo floors, moisture and suspended acoustical tile ceiling, and tile wall moisture and mold resistant gypsum wallboard walls finishes are to be provided. Provide stainless steel accessories to include semi-recessed waste baskets and paper towel dispenser, soap dispenser, toilet paper dispenser, electric hand dryer and framed mirror. Basis of design Bradley Express Lavatory System ELX Series with hands free faucets or equal.

Provide plumbing fixtures. Doors shall be hollow core steel with metal frame.

All finishes and materials will be selected to contribute to GUIDING PRINCIPLES COMPLIANCE sustainability requirement goals.

9.2.2.1 POV Driver Waiting Area 101

Provide sealed concrete floors, insulated aluminum doors and frames to the exterior and heavy duty aluminum doors and frame to the inspection bay.

Provide concrete masonry partition walls with one-way view window to the equipment storage room, direction of the viewing shall be from the equipment storage room into the driver waiting area. Provide suspended acoustical tile ceilings moisture and mold resistant gypsum wallboard ceiling. Paint all walls, doors and frames. All finishes and materials will be selected to contribute to GUIDING PRINCIPLES COMPLIANCE sustainability requirement goals. Provide comfortable seating for six (6) drivers.

9.2.2.2 Equipment Storage 102

Provide sealed concrete floors. Paint ceiling structure and epoxy paint CMU walls. Provide K-9 calming area, casework and worktop with chair for inspector. Provide suspended acoustical tile ceiling system. Doors shall be insulated aluminum with aluminum frames. All finishes and materials will be selected to contribute to GUIDING PRINCIPLES COMPLIANCE sustainability requirement goals.

9.2.2.3 Inspection Bays 103

The interior vehicle inspection bay portion of the building will consist of concrete slabs with perimeter stucco faced CMU walls to roof bearing height.

Exterior walls will stucco finish, insulated aluminum coiling doors and an insulated clay tile roof on cold formed galvanized roof trusses and metal deck. R-30 roof insulation will be on top of structural metal deck.

Over vehicle and under vehicle inspection to be provided using government provided cameras and DB Contractor provided overhead suspended Acrylic 24"x36" framed mirrors (6 total). The DB Contractor shall provide conduit and pathways for camera locations to be coordinated with the government.

Provide electrically operated overhead coiling doors to secure the building. Door and window glazing between the Equipment Storage and the inspection bay, shall be one-way glass. The door glazing between the inspection bay and the driver waiting room shall also be one-way glass.

Provide Epoxy painted walls and sealed concrete floor. Ceiling open to structure above, painted exposed structure for exterior exposure conditions.

9.2.3 Gatehouse

9.2.3.1 Gatehouse Office 101

Construction of Gatehouse office exterior and interior walls, windows and doors shall meet the minimum ballistic requirements of UL 752 level V.

Office with line of sight to access aisles and two linear workstations.

Provide GUIDING PRINCIPLES COMPLIANCE compliant permanent carpeted recessed walk off mat floor tile throughout the space Provide sealed concrete floors.

Provide gypsum acoustical tile ceiling, and paint wall finishes. DB Contractor shall provide casework counters and base cabinets and closet shelving. All glazing on all walls and doors to be UL 752 ballistic level V.

All walls shall be fully grouted CMU tight to structure above.

a) No file storage required

b) Lockable closet

d) Provide direct visual control of all lanes and approaches.

Government to provide furniture and equipment. All finishes and materials will be selected to contribute to GUIDING PRINCIPLES COMPLIANCE sustainability requirement goals.

9.2.3.2 Storage Room 102

Provide sealed concrete floors and suspended acoustical tile ceiling system. Paint ceiling structure and epoxy paint CMU walls.

13.1 Codes and References

Facilities shall be designed in accordance with all government requirements listed in section 2.5 & 2.6, regional, and national applicable codes effective at issue date of RFP including, but not limited to:

a. Architectural Barriers Act (ABA) Standards (2015)

b. ASHRAE Handbook of Fundamentals, 2017

c. ASHRAE Standard 62.1 “Ventilation for acceptable Indoor Air

Quality”, 2013

d. ASHRAE 55 2013 Thermal Comfort

e. SMACNA HVAC Duct Construction Standards, latest ed.

f. SMACNA HVAC Air Duct Leakage Test Manual, latest ed.

g. National Fire Protection Association Standard 90A (NFPA 90A), Standard for the Installation of Heating and Air Conditioning Systems, 2015 edition

h. USACE Mobile District Design Manual, March 2007

i. AFMAN 91-203 Air Force Manuals

j. FEMP Federal Energy Management Program

k. FLHPSB - Federal Leadership in High Performance and Sustainable

Buildings MOU (HPSB) (issued 2006)

l. AGRAM 17-01 Change to AF New Construction and Major Renovation

Certification Requirements (February 2017) changes guidance for 3rd Party Validation and use of LEED from:

m. UFC 3-401-01 Mechanical Engineering

n. UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems

o. UFC 3-410-02 Direct Digital Control for HVAC and Other Building Control Systems

p. UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

q. UFC 4-010-06 Cybersecurity of Facility-Related Control Systems

The HVAC systems shall be designed to the latest industry standards, codes, Government regulations, and to the specifications included in this solicitation.

13.2.6 Ventilation air quantities for building shall be calculated using the

Indoor Air Quality Procedure outlined in ASHRAE 62.1. The ventilation rates used in the calculations shall be as shown in the General Design Parameters below. Outside air quantities shall be sufficient to meet ventilation requirements and maintain a positive pressure relative to the outdoors in interior corridors, offices, gatehouse office, and similar occupied areas.

Ventilation air for mechanical rooms shall be introduced into the space using exhaust fans with respective motor operated dampers. Mechanical room supply fans shall be operated by a thermostat so that the fan operates when the space temperature rises above 85ºF. Storage areas shall be ventilated using air intake louvers with exhaust fans controlled by a thermostat so that the fan operates when the space temperature rises above 85ºF, unless the room contains electronic equipment. Storage rooms containing electronic equipment, such as UPS systems, shall be considered as conditioned space for IT/Communications Rooms, and shall be heated and cooled to maintain indoor condition setpoints. Exhaust fans for the inspection bays shall be manually operated by staff.

13.2.7 General Design Parameters

a. Standard Design Conditions:

Outside:

Summer 98.0 Degrees F DB; 79.0 Degrees F WB Winter 32.0 Degrees F DB

* Design shall be required to evaluate highest cooling loads at both the highest temp (dry bulb) & mean coincident wet bulb AND highest wet bulb & mean coincident dry bulb temperatures.

b. Inside-General:

Occupied Unoccupied

Summer 75 Degrees FDB; 50%RH 80 Degrees FDB; 50% RH Winter 70 Degrees FDB 65 Degrees FDB

c. IT/Communication Rooms:

Summer 76 Degrees FDB; 50% RH Winter 68 Degrees FDB

d. Electrical/Mechanical Room:

Summer 85 Degrees FDB; 50% RH Winter 55 Degrees FDB

e. Filtration Rates:

MERV 13 filters per ASHRAE 52-76 with MERV-8 pre-filters Maximum 350 feet per minute face velocity Construction filters shall be provided per HPSB requirements

f. Ventilation Rates:

Administrative/Office Areas 20 5 cfm/person plus 0.06 cfm/sqft Conference Room 20 5 cfm/person plus 0.06 cfm/sqft Miscellaneous Common Areas 15 5 cfm/person plus 0.06 cfm/sqft Corridors 0 cfm/person plus 0.06 cfm/sqft Lobbies 5 cfm/person plus 0.06 cfm/sqft Driver Waiting Areas 7.5 cfm/person plus 0.06 cfm/sqft Mechanical Rooms 1 cfm/sq. ft.

Storage Spaces 2 AC/hr 0 cfm/person plus 0.12 cfm/sqft Restrooms Minimum Exhaust (Negative) 50 cfm/fixture.

Janitor's Closets Minimum Exhaust (Negative) 1 cfm/sq. ft.

Inspection Bays Supply/Exhaust 10 AC/hr

Pressurization 10-15%

g. Mechanical rooms where air handling equipment is located and electrical rooms shall be part of the conditioned spaces. Mechanical rooms without air handling equipment shall be heated and ventilated only.

h. Each IT/Communication room shall be designed for a sensible heat load of approximately 20 watts per square foot. The successful D/B team shall verify exact loading prior to design. IT/Communication rooms shall each be provided with a separate computer room ductless split system air conditioning type unit sized for the equipment load and condensate pump (if required to pump condensate to drain location).

i. Miscellaneous Loads:

Equipment Heat Load for Office Spaces and Other Areas: Include 0.5 watts per square foot (approx.) for miscellaneous office equipment loads and 0.7 watt per square foot (approx.) lighting load.

j. Personnel:

As indicated in other parts of this document and the furniture layouts.

k. Outside Air Criteria:

Design facilities to comply with the requirements of ASHRAE 189.1, Section 8.3.1 by complying with ASHRAE 62.1 and Section 8.3.2 by complying with ASHRAE 55 (thermal environmental conditions for human occupancy). The Design/Build contractor shall provide documentation describing the calculations and methodology for ventilation rates included in the design. Ventilation shall conform to the requirements described in UFC 3-410-01 regarding pretreatment of outside air and energy recovery from exhaust air.

13.9.1.1 Cybersecurity Requirements

All DDC and other Building Control Systems shall be installed to comply with UFC 4-010-06 Cybersecurity of Facility-Related Control Systems and UFGS specification section 25 05 11 Cybersecurity for Facility-Related Control Systems, including submittal requirements, Contractor shall coordinate specific requirements with the Base COINE group responsible for the interconnection of network and control systems.

16.2 Codes and References

Facilities shall be designed in accordance with all government requirements listed in section 2.5 & 2.6, regional, and national applicable codes effective at issue date of RFP including, but not limited to:

a. International Building Code® (IBC), 2015, for construction type and fire resistance rating, occupancy separation, allowable floor area, building height limitations and building separation distance requirements, except as modified by UFC 3-600-01

b. National Fire Protection Association (NFPA) 10, Standard for Portable Fire Extinguishers, 2018

c. National Fire Protection Association (NFPA) 13, Standard for the Installation of Sprinkler Systems, 2019

d. National Fire Protection Association (NFPA) 14, Standard for the Installation of Standpipe and Hose Systems, 2019

e. National Fire Protection Association (NFPA) 20, Standard for the Installation of Stationary Pumps for Fire Protection, 2019

f. National Fire Protection Association (NFPA) 24, Standard for the Installation of Private Fire Service Mains and their Appurtenances,

g. National Fire Protection Association (NFPA) 70, National Electrical Code®, 2017

h. National Fire Protection Association (NFPA) 72, National Fire Alarm and Signaling Code®, 2019

i. National Fire Protection Association (NFPA) 90A, Standard for the Installation of Air-Conditioning and Ventilating Systems, 2018

j. National Fire Protection Association (NFPA) 101, Life Safety Code®, 2018, for separation from hazards, building egress and life safety and applicable criteria in UFC 3-600-01

k. National Fire Protection Association (NFPA) 291, Recommended Practice for Flow Testing and Marking of Hydrants, 2019

l. ABA Accessibility Guidelines for Buildings and Facilities

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

5.

16.3 General Requirements

Provide fire alarm and mass notification systems that meet United Facilities Criteria (UFC) and National Fire Protection Association (NFPA) Standards including, but not limited to, the codes and references listed in this RFP.

Per UFC 3-600-01 automatic sprinkler systems are not required for this project.

17.5 Exterior Electrical Requirements

The new Main Gate Control Facilities site will impact the existing 13.2kV primary electrical distribution system within the project site area.

Existing underground primary Circuit A1 within the project area is being utilized to provide back feed power for North Housing. This primary circuit shall be demolished, and a new underground circuit provided in order to maintain back feed capability. Existing medium voltage conductors are copper and new conductors shall be copper. Refer to appendix for existing electrical site plan and partial one line for more information.

A 13.2kV switch is located within the driveway of the ID Inspection Canopy labeled as SW68.

SW68 will have to be removed. SW68 is fed through manhole MH4.

The following 13.2kV feeder modifications are required to support the removal of SW68.

i. Remove Switch SW68.

ii. Splice 13.2kV feeder between EMSW60 & EMSW

67 with inline cold shrink splices in MH4. Existingconductors are rated at 15kV, 350kcmil, 1/3 concentric neutral, EPR.

iii. Replace 15kV, 350kcmil, 1/3 concentric neutral, EPR between MH69 and MH67 SW69 and SW67.

iv. Replace existing 3‐way switch SW67 with new VFI 4‐way switch, built of 304 stainless steel construction.

Note: Primary duct bank between MH60 and MH68 is a directional bore direct buried conduit approximately 10-ft below grade. Special care should be taken when working in close proximity of existing duct bank.

Visitor Gate facility primary service shall be provided by existing SW69 p osition T2. Building 264 will be removed and switch position will become “Spare”. Install 15kV, #2 conductor to new visitor center service transformer.

The existing transformer for Buildings 401 and 404 shall be demolished and removed. Building 401 shall be refed from existing transformer at Building

408. For bidding purposes building 401 shall be sized at 250A, 3-phase, 208V and verified in field once awarded for actual size. Size stated are per UFC guidelines based on square footage and 12VA per square foot of load.

The Existing site lighting circuits and existing traffic lights that will be affected by the demolition of site electrical shall be refed.

New Work:

The new electrical services shall be provided by the contractor from the base 13.2 kV primary electrical distribution system and extended to the site as required. The underground primary conductors pad mounted transformer, transformer pad and primary and secondary terminations at the transformer shall be provided and installed by the contractor.

17.5.4 Exterior Lighting

Exterior lighting will shall be provided to meet the requirements of the UFC 04 022 01, and SDDCTEA Pamphlet 55-15. LED roadway lighting shall be provided. LED downlights shall be provided under canopies and LED wall packs will be provided around the building for security lighting. 4000K full cut-off, area and roadway lighting shall be provided to comply with the light pollution reduction requirements of UFC 3-530-01 and Federal High Performance and Sustainable Buildings. All exterior fixtures used must cast 100% of the lighting downward and meet LEED night sky initiatives. All lighting must be DLC, Energy Star, Lighting Facts or Lighting Design Lab listed. Transitional lighting is necessary on approaches to the ECF/ACP so that drivers are not blinded during arrival and departure. Transition lighting goes from the lower light levels prior to the Approach Zone up to the required light level for the Approach Zone and then again up to the required level for the Access Control Zone. Then the lighting will transition from the Access Control Zone to the lower level for the Response Zone. After the active vehicle barriers the light level needs to transition down to the lower light level for the street. See UFC 3-530-01, SDDCTEA Pamphlet 55-15, and criteria established by the individual services for transitional lighting guidance.

In addition since this area is in the area where turtles will be affected by white light. Turtle friendly lighting shall also be selected and utilized when the gates do not have traffic entering the area and Turtle Lighting will be provided in areas outside of the required security lighting. Hand Off Auto (HOA) Switching with photocell override shall be provided to turn off the white light emitting fixtures when not in use. The amber turtle lighting shall be controlled via timeclock controls with photocell override.

Refer to paragraphs below for more information.

In accordance with the Endangered Species Act, to reduce adverse impacts to threatened and endangered sea turtles from artificial lighting, all exterior lighting proposed for this project must be in accordance with the 45th Space Wing (45 SW) Instruction (SWI) 32-7001, Exterior Lighting Management (23 April 2018)located in appendix.

Standard exterior lighting during sea turtle season, 1 May through 31 October, between the hours of 2100 to 0600, must utilize downward-directed full cutoff amber LED with a wavelength of 560 nanometers or longer (no more than 1.75% output shorter). ‘Uplighting’, accent and aesthetic lighting is not authorized from 1 May to 31 October. Some variances can be granted depending on mission, safety and security requirements and approval by the PAFB/45 CES. All fixture selections and light management plans must be reviewed/approved by 45 SW CES Environmental through the Contracting Officer prior to purchases. More specific guidance for exterior fixtures is found in the SWI 32-7001.

Light Management Plans (LMPs) shall be required for new facility construction and/or operation if lighting is necessary for construction 1 May to 31 October from 2100 to 0600. Operational facility lighting requires completion of a LMP. Basic information to include in an LMP: operational needs (safety/security), lighting layout/design sheets, photometrics, fixture cut sheets, and lighting control measures integrated into the plan. The LMP will be prepared by the contractor on the contract terms and will be submitted to 45 CES Environmental for review by FWS in sufficient time to allow design changes, but no later than 60 days prior to proposed use. A template can be provided by 45 CES Environmental upon request. Lighting shall not be purchased until the LMP is approved.

17.6.5 Specific Equipment - Specific Equipment Outlets shall be provided for certain specified equipment items with a dedicated circuit and be provided in addition to the general outlets indicated above. Provide the proper size device, branch circuit, and protection. The Electrical Designer shall coordinate with the User to assure that circuits with the correct quantity of conductors are provided and that receptacles with the correct NEMA configuration will be installed for the specific equipment that will be purchased by the User.

An LED under vehicle lighting system will be provided in the inspection bays to accompany the pit line item. The light system will run the length of the put on each side to provide illumination of the vehicle undercarriage.

18.5 Interior/Exterior Telephone and LAN Systems

The existing underground telecommunications distribution systems within the new Entry Control Facilities site will remain and shall be maintained during project construction. This a major underground telecommunications connection from Patrick AFB to Cape Canaveral. The existing AT&T Building 266 shall remain and must be maintained. The complete system shall meet the ANSI/TIA standards to include Patrick AFB cable installation standards. All telephone and LAN systems shall be provided and pre-wired by the Contractor.

In compliance with 45th SWI 17-213, the contractor shall provide a minimum of one BICSI certified/trained technician(s) onsite. Refer to appendix for existing telecommunications pathway routing for more information. Provide new ducts if existing path way options are not sufficient for new fiber requirements.

18.6 Security Camera System

The infrastructure for a new POE security camera system shall be provided in accordance with UFC 4-022-01. The camera system will be connected to the base internet for the ability to view camera feeds from the security forces network. CCTV security system shall be submitted to PAFB for approval prior to purchase.

Conduit and cabling systems will be provided to accommodate License Plate Reader, PTZ, wide angle and fixed cameras located throughout Main Gate areas including within Visitor’s Center and at the Gate House check in areas. Each lane shall have a camera to observe the vehicle and driver from the front, and one to observe the license plate of each car entering the facility.

One camera will monitor vehicles just before the reject/POV Inspection Facility area and another camera will give an overview of the entry canopy. CCTV cameras at Traffic Check House inspection area will be color type. All others will be infrared type. The communications room at the Visitors Center shall be utilized for the CCTV system 24 port switch. Two strands of dedicated OSP fiber optic cable for CCTV video signal is required from Visitor’s Center back to the Base Defense Operations Center (BDOC). Provide new ducts if existing path way options are not sufficient for new fiber requirements. Refer to appendix for existing telecommunications pathway routing for more information. Provide new ducts if existing path way options are not sufficient for new fiber requirements. For bidding purposes length of fiber to be approximately 2500 feet with actual length to be determined during design. located in Building 533. Coordinate power and communication wiring requirements for all cameras.

All systems shall be provided complete by the contractor. Cameras and the associated recording / viewing equipment cannot be funded by MILCON. The Contract Documents shall indicate a point of demarcation on the drawings to show where MILCON stops paying and equipment funds start paying. The Cameras/ recording& viewing equipment shall be included as a line item on the bid schedule as a bid option.

(NOTE: The remainder of the section is unchanged by the amendment.)

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1.11 Submittal Reviews

For each design review submittal, the Contractor shall be furnished comments from personnel of the Mobile District and from other concerned agencies involved in the review process. The review shall be for conformance with the technical requirements of the solicitation. The Government shall take twenty-one (21) days to review and comment on each unreviewed design submittal including the 100% unreviewed submittal. The last two weeks of the calendar year shall not be considered when scheduling review times or meeting times. If the Contractor disagrees technically with any comment or comments and does not intend to comply with the comment, the Contractor shall clearly outline, with ample justification, the reasons for noncompliance within five

(5) days after receipt of these comments in order that the comment can be resolved. The disposition of all comments shall be furnished in writing within 5 working days after the review meeting. The Contractor is cautioned that if the Contractor believes the action required by any comment exceeds the requirements of this contract; that the Contractor shall take no action and notify the Contracting Officer’s Representative (COR) in writing immediately.

Review comments shall be written using Design Review and Checking System (DrChecks). DrChecks is an Internet-based computer program. DrChecks is free of charge. Comments shall be written in DrChecks. The Contractor shall annotate the comments using DrChecks and the Government shall backcheck the comments. For more information on DrChecks, go to https://www.projnet.org/projnet/binKornHome/index.cfm.

Review conferences shall be held for each design submittal at Patrick Air Force Base. The Contractor shall bring the personnel that developed the design submittal to the review conference. These conferences shall take place the week after the twenty-one (21) day review period. The Contractor shall be responsible for writing and distributing minutes on each submittal review meeting within 7 calendar days of the meeting. Time for design submittal reviews and conferences shall be included in the Contractor’s schedule. Distribution shall be to the offices shown under paragraph 1.8, Mailing of Submittals. At each review conference, the Contractor shall present a live demonstration of the Building Information Model (BIM). The Contractor shall be prepared to conduct 3D tours of the building interior and exterior “fly-bys” as well as provide live in-model section cuts. The Contractor shall also provide a demonstration of the required COBie data embedded within the BIM.

If a design submittal is over one (1) day late in accordance with the latest design schedule and the Contractor has not given the COR a one (1) week written notice that the submittal will be late, the Government review period shall be extended 7 days. The review conference shall be held the week after the extended review period.

During the design review process, comments shall be made on the design submittals that will change the drawings and specifications. The Government shall make no additional payments to the Contractor for the incorporation of comments. Review comments are considered part of the design/build process.

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If the COR requests a design change after the Design Complete Submittal drawings and specifications have been submitted, then this shall be considered a change and proper payment shall be made by the COR.

If a design submittal is not of the quality level required for the stage of design submitted, the Government has the right to return the submittal to the Contractor so the design quality can be increased, and request a resubmittal.

The review time shall begin when the submittal received is of the quality level required for the stage of design submitted by the Government. Returned incomplete submittals shall not be the basis of a claim by the Contractor for additional time or money.

(NOTE: The remainder of the section is unchanged by the amendment.)

Added by Amendment No. W9127821R0026-0002

APPENDIX A

EXISTING UTILITIES SURVEY

AutoCAD SHX Text 1130 Highway 90 Chipley, Florida 32428 (850) 638-0790 e-mail: info@southeasternsurveying.com Certification Number LB2108

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SHEET 1 COVER & KEY MAP SHEETS 2-5 TOPOGRAPHIC DETAILS

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SHEET LAYOUT & VICINITY MAP

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%%UUSAF- PATRICK AFB ENTRY GATE

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= AIR CONDITIONING UNIT

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= BURIED CABLE TV PEDESTAL

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= CLEAN OUT

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= DRAINAGE MANHOLE

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= ELECTRIC FIXTURE

AutoCAD SHX Text E

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= ELECTRIC MANHOLE

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= FLAT GRATE INLET

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= FIRE HYDRANT

AutoCAD SHX Text G

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= GAS METER

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= WATER SPIGOT

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= HAND HOLE

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= IRON ROD

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= LANDSCAPE LIGHTING

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= LIGHT POLE

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= POST/BOLLARD

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= SANITARY MANHOLE

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= NON-TRAFFIC SIGN

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= TRAFFIC CONTROLLER CABINET

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= TRAFFIC SIGN

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= COMMUNICATIONS MANHOLE

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TR

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= TRANSFORMER ON SLAB

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= TRAFFIC SIGNAL SPAN POLE

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VAULT

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= VAULT

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= WATER VALVE

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%%ULEGEND & ABBREVIATIONS:

AutoCAD SHX Text DESCRIPTION: A portion of Section 2, Township 26 South, Range 27 East, lying in Brevard County, Florida.

AutoCAD SHX Text SURVEYOR'S REPORT: 1. Utility locations shown hereon are based on field locations of markings by Southeastern Surveying & Mapping Corp. Field markings are based on signals Utility locations shown hereon are based on field locations of markings by Southeastern Surveying & Mapping Corp. Field markings are based on signals received from Ground Penetrating Radar (GPR) and electronic equipment. Locations are approximate and Test Holes should be performed for verification. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing with appropriate notation. Other easements may be discovered by a search of the Public Records. 3. Minimum Horizontal Accuracy for this survey is in accordance with the STANDARDS OF PRACTICE set forth by the Board of Professional Surveyors and Minimum Horizontal Accuracy for this survey is in accordance with the STANDARDS OF PRACTICE set forth by the Board of Professional Surveyors and Mappers in Chapter 5J-17 requirements of Florida Administration Code. The map and measurement methods used for this survey meet or exceed this requirement. The dimensions shown hereon are in United States survey feet and decimals thereof. 4. This survey does not determine ownership of the lands shown hereon. This survey does not determine ownership of the lands shown hereon. 5. Underground foundations have not been located. Underground foundations have not been located. 6. Survey map and report or the copies thereof are not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Survey map and report or the copies thereof are not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. 7. Features shown by symbol as indicated in the legend are not to scale. Features shown by symbol as indicated in the legend are not to scale. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Vertical information shown hereon refers to National Geodetic Survey PID# AK7480. Published Elevation=11.62 feet, North American Vertical Datum of 1988 Vertical information shown hereon refers to National Geodetic Survey PID# AK7480. Published Elevation=11.62 feet, North American Vertical Datum of 1988 (NAVD88). 10. Horizontal positions for all features shown on the map are relative to North American Datum of 1983 (NAD83), 2011 adjustment, State Plane Coordinate Horizontal positions for all features shown on the map are relative to North American Datum of 1983 (NAD83), 2011 adjustment, State Plane Coordinate System, Florida East Zone. Control point(s) used for this survey are National Geodetic Survey (NGS) points PID# AK7480, distances shown are GRID distances. 11. This Survey was performed without benefit of an abstract, title search, title opinion or title commitment. A title search may reveal additional information This Survey was performed without benefit of an abstract, title search, title opinion or title commitment. A title search may reveal additional information affecting the parcel as shown. 12. Improvements & Topographic features shown hereon are limited to areas per specific instructions of the client. Improvements & Topographic features shown hereon are limited to areas per specific instructions of the client. 13. Right of Way information shown hereon was determined by found monumentation, recorded plats, recorded Right of Way Maps, and information obtained on Right of Way information shown hereon was determined by found monumentation, recorded plats, recorded Right of Way Maps, and information obtained on the Seminole County Property Appraisers web site. 14. Wetland areas, if existing were not addressed as a part of this survey.Wetland areas, if existing were not addressed as a part of this survey.

AutoCAD SHX Text NOTICE OF LIABILITY: This survey is certified to those individuals shown on the face thereof. Any other use, benefit or reliance by any other party is strictly prohibited and restricted. Surveyor is responsible only to those certified and hereby disclaims any other liability and hereby restricts the rights of any other individual or firm to use this survey, without express written consent of the surveyor.

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PROJECT LOCATION

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NOT TO SCALE

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SR-A1A

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SR-A1A

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THOR STREET

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MATADOR STREET

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SPACELIFT AVENUE

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FALCON AVENUE

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TITAN ROAD

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THOR STREET

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JUPITER STREET

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RANGE ROAD

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EDWARD WHITE STREET

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BEACH

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BEACH

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ATLANTIC OCEAN

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BANANA RIVER PRESERVE

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UTE TRAIL

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RIVERSIDE TRAIL

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SEQUOIA TRAIL

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PARKING

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PARKING

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BLDG #404

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BLDG #265

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BLDG #264

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SITE SURVEYED

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PARKING

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SHEETS

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REVISION DATE

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SOUTHEASTERN SURVEYING

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AND MAPPING CORPORATION

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OF

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SHEET

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NUMBER

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REVISION

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BY

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DRAWING NUMBER

AutoCAD SHX Text 59401003

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SHEET NUMBER 1 OF 5

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NOT VALID WITHOUT SHEETS 1 THROUGH 5

AutoCAD SHX Text Topographic Survey

AutoCAD SHX Text Patrick Air Force Base, Cocoa Beach, Florida USAF-Patrick AFB Entry Gate

AutoCAD SHX Text December 11, 2018

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WMS

AutoCAD SHX Text 1" = 20'20''

AutoCAD SHX Text Tetra Tech, Inc

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= TRAVERSE POINT

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TRAV.PT.

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= SOUTHEASTERN SURVEYING

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SSMC

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& MAPPING CORPORATION

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NAD

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= NORTH AMERICAN DATUM

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= NORTH AMERICAN VERTICAL DATUM

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NAVD

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= IDENTIFICATION

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ID

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= BUILDING

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BLDG

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= REINFORCED CONCRETE PIPE

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RCP

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= POLYVINYL CHLORIDE PIPE

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PVC

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= SURVEY LIMITS

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= UNKNOWN UTILITY LINE

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-RCW-

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= RECLAIM WATER LINE

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= FORCE MAIN

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-FM-

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-UNK-

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= BURIED TELEPHONE LINE

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-BTL-

AutoCAD SHX Text -G-

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-OHL-

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-WL-

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= GAS LINE

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= OVERHEAD UTILITY LINE

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= WATER LINE

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-SS-

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= SANITARY SEWER

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= BURIED FIBER OPTIC LINE

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= BURIED ELECTRIC LINE

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= BURIED CABLE LINE

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-BFO-

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-BEL-

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-BCL-

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-IRR-

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= IRRIGATION LINE

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= COMMUNICATION LINE

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-COMM-

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= CHAINLINK FENCE

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= ROCKY AREA

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= END OF INFORMATION

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EOI

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= VITRIFIED CLAY PIPE

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VCP

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= AIR FORCE BASE

AFB

COMMUNICATIONS

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AutoCAD SHX Text 15.4'

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ELECTRICAL BUILDING

AutoCAD SHX Text 24.5'

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MAINTENANCE GARAGE

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2 STORY MASONRY BUILDING #246 (APARTMENTS)

AutoCAD SHX Text 115.2'

AutoCAD SHX Text 42.4'

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AutoCAD SHX Text 6.3'

AutoCAD SHX Text 7.5'

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AutoCAD SHX Text 69.4'

AutoCAD SHX Text 42.4'

AutoCAD SHX Text 100.5'

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