Attachment 1 Spec 2419 (Searchable Hill AFB West 388th Apron).pdf

REQUEST FOR PROPOSAL (RFP)

WEST 388th-419th APRON

REPAIR, FY21

HILL AIR FORCE BASE, UT

SPECIFICATIONS - RTA

PROJECT NO. 486420

SPECIFICATION NO. 2419

DRAWING FILE NO. 180-25-0991

JANUARY 2022

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

Repair West 388th Apron (Hill AFB) 2419

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 10 10.01 SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA - GENERAL

01 10 10.03 CIVIL/SITE WORK REQUIREMENTS

01 10 10.06 SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA -

STRUCTURAL DESIGN

01 10 10.10 SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA -

ELECTRICAL DESIGN

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00.36 60 PERCENT DESIGN REQUIREMENTS

01 33 00.38 100 PERCENT DESIGN REQUIREMENTS

01 33 16 DESIGN DATA (DESIGN AFTER AWARD)

01 35 13 SPECIAL PROJECT PROCEDURES AIRFIELD SAFETY

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 34 AIRPORT SECURITY, SAFETY, AND OPERATING REGULATIONS (HILL

AFB)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24 FACILITY DATA REQUIREMENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 20 SUBBASE COURSE

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 13 73.19 COMPRESSION CONCRETE PAVING JOINT SEALANT

32 17 23 PAVEMENT MARKINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

PART 1 GENERAL

1.1 REFERENCES

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.3 SUBMITTALS

1.4 SCRAP MATERIAL

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.7 GENERAL SAFETY REQUIREMENTS

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

1.8.2 Construction Equipment

1.8.3 Circuit Protection

1.9 UTILITIES

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.11 EXCAVATION PERMITS

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 EQUIPMENT DATA FORM

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Cooperation with Others

1.14.2 Dust

1.14.3 Portable Facilities

1.14.4 Borrow Material

1.14.5 Storm Water Permitting:

1.14.6 Government Caused Delays

1.14.7 Occupancy

1.15 SECURITY PROCEDURE

1.15.1 Security

1.15.1.1 Contractor Base Credentials:

1.15.2 Explosive Safety

1.15.3 Protection

1.15.4 Critical Delivery Process

1.16 MONTHLY SAFETY INSPECTION

1.17 AIRFIELD FOREIGN OBJECT DAMAGE (FOD)

1.18 AREAS OF RADAR RADIATION HAZARD

1.19 HAZARDOUS NOISE AREA

1.20 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.21 RED ZONE MEETING

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

SECTION 01 00 00 Page 1

3.1 AFTER AWARD DOCUMENTS

ATTACHMENTS:

CESPK FORM 450

-- End of Section Table of Contents --

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this Section to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE Contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant Contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this Contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wct.army.mil/modules/employers/e1-hireOurSoldiers.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes

SECTION 01 00 00 Page 3 http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/veterans/Employer-Guide-to-Hire-Veterans-DEC-2017.pdf

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

1.4 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this Contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the Contract price.

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the Contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the Contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.7 GENERAL SAFETY REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work to be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.8.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring to be secured above the ground or floor in a workmanlike manner and cannot present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical

SECTION 01 00 00 Page 4

Code.

1.8.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction are to have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws to be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets will have GFCI'S, and are to be properly grounded. Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.9 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the drawings and not visible as to the date of this Contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the Contract price to be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Power outages to be restricted to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. All outages and street closures are to be scheduled as far in advance as possible with the Contracting Officer and in no case less than 30 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage. Strictly observe such schedules and will be held responsible for any violations.

1.11 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Base Civil Engineer (BCE) through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required by the BCE is 14 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

Protect all existing improvements and utilities at or near the work site, and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor.

Repair any damage to those facilities, including those that are the property of a third party, resulting from failure to obtain necessary permits and utility marking or failure to exercise reasonable care in

SECTION 01 00 00 Page 5 performing the work. This includes irrigation lines and sprinkler components. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be crossed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Hand digging may be required to locate utilities shown on the Contract drawings, Excavation Permit, or 3 feet on either side of locations identified by Base Maintenance Shops. For facilities that store munitions hand digging is required within 10 feet of the bldg to locate the existing grounding cable.

All excavation work within 15ft of a Questar high pressure natural gas distribution line will require Questar Gas technicians to be on-site during the excavation. Contractor to coordinate this through Blue Stakes.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions are to be satisfied:

a. The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. Progress schedule to reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

UTAH

INSTALLATION/NOAA STATION

HILL AFB-FT DOUGLAS/OGDEN

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(22) (17) (13) (08) (05) (03) (01) (02) (03) (05) (12) (22)

c. Upon execution of the Notice to Proceed (NTP) and continuing throughout

SECTION 01 00 00 Page 6 the Contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15.

1.13 EQUIPMENT DATA FORM

In conjunction with paragraph, UAI 31.105-101 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, submit CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of Contract price and must submit these forms with the modification proposals. A sample form is attached at the end of this Section.

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Cooperation with Others

During the life of this Contract, other Contractors will be performing operations in the general area where work under this Contract is being performed. The Contractor is to cooperate with others in all respects wherever necessary for the better prosecution of the work. As far as practicable, all persons working in the vicinity are to have equal rights to the use of all transportation facilities and grounds within the limitations specified in the CONTRACT CLAUSES, Section 00 70 00 CONDITIONS OF THE CONTRACT. The obligation of the Contractor under this Contract includes jointly planning and scheduling the work, on a cooperative basis, with other Contractors in order to minimize delays and interferences. The Contractor is to arrange operations as to not interfere with other work in progress. In case of dispute or disagreement regarding use of transportation and storage facilities and rights of access, the decision of the Contracting Officer will govern.

1.14.2 Dust

Control dust as the work proceeds, and not allowed to become a hazard or a nuisance.

1.14.3 Portable Facilities

Toilet facilities are not available on site for Contractors use. Provide portable toilets for personnel.

1.14.4 Borrow Material

Borrow material is not available on base. Locally obtained borrow materials to conform to project specifications and any available.

1.14.5 Storm Water Permitting:

a. Obtain a Utah Pollutant Discharge Elimination System (UPDES) storm water permit if the project disturbs one or more acres of soil surface area. To obtain the permit submit a Notice of Intent (NOI), Pollution Prevention Plan and the required fee to the State of Utah, Department of Environmental, Quality Division of Water Quality. Contractor to submit and receive approval of the UPDES permit before starting construction.

SECTION 01 00 00 Page 7

b. Contractors with projects disturbing one or more acres of soil surface area will submit a sediment and erosion control plan to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The Contractor is to receive approval of the plan and implement approved best management practices before starting construction.

c. Contractors with projects more than one acre of soil surface area will submit a plan for permanent stabilization of disturbed area to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The Contractor is to receive approval of the plan and implement approved best management practices before Contract closeout. Best management practices are available at the following web sites:

https://www.epa.gov/npdes/national-menu-best-management-practices-bmps-stormwater#co https://www.epa.gov/npdes/national-menu-best-management-practices-bmps-stormwater#po

1.14.6 Government Caused Delays

Plan for Governemnt caused delays in work schedule as follows; Allow for 5 calendar days where the Contractor's construction activity is prohibited by Air Force Exercises or similar military events. Allow for 21 calendar days where excavation, utility outages, road closures, or other subsurface requested activities may be prevented. (Other construction activities will be permitted to continue.) Government will provide 24 hour notification each time the Government caused delays mentioned above are invoked. No additional time will be granted for delays falling within those limits.

Normal duty hours for work are 0730 to 1600 hours exclusive of Saturdays, Sundays, and holidays unless other times are approved by the Contracting Officer, or otherwise stated in the Contract. Coordinate the work schedule with the Contracting Officer.

1.14.7 Occupancy

Building will not be occupied during the construction performance of work under this Contract unless expressly stated otherwise in writing from the Contracting Officer.

1.14.8 Property Damage

In addition to FAR 52.236-9 conduct all operations in such a manner as to prevent injury or damage to Government property and any portions of the existing work which are to remain. This requirement is not limited to just the project site but includes landscaping, curbs, pavements, and utilities adjacent to the site as well as along routes to and from the site. Where any ambiguity exists the Contractor to request clarification from the Contracting Officer before beginning work.

Make repairs to or replace portions of existing work that is damaged or altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work is to be in a condition equal to or better than that which existed before new work started.

In the event the Contractor fails or refuses to make satisfactory repairs or replacements to property damaged by the Contractor under this Contract the Government will have the repairs made and charge the cost to the

SECTION 01 00 00 Page 8

Contractor.

1.15 SECURITY PROCEDURE

1.15.1 Security

Obtain entrance passes for construction vehicles, coordinate with Contracting Officer and Base Pass & Control Office.

Generate a list must by the Prime Contractor of all employees that will be working at the site. Submit the list to Security Forces at least 14 days before construction begins for background checks. Individuals on the list, who have been cleared by Security Forces, may be granted entry through the gate if escorted by a fully authorized sponsor. No personnel may be permitted to work on the site unless they are actually constructing the site (i.e. no administrative secretaries will be allowed). Employees without badges found unescorted outside of the construction site boundaries, but within the security gated area will be subjected for removal from the project site.

1.15.1.1 Contractor Base Credentials:

(1) To obtain base identification passes for Contractor personnel the Prime Contractor is to submit a written request on company letterhead stationary, if available, to the Contracting Officer specifying the following:

a. Contract number.

b. Location of the work.

c. Date entry to the base required and contemplated termination date of entry.

d. Names of Contractor and subcontractor employee requiring access to the base.

e. The name of the individual who will submit the Request of Identification Credentials for each employee for who identification credentials are needed.

(2) The Contracting Officer will:

a. Endorse the request.

b. Attach a copy of the Contract cover page and any other pages that provide performance information, such as the need for and duration of access to the work site.

c. Forward this request to the Security Forces, Pass and Registration Office of the installation where the work is to be performed.

d. Provide blank Application For AFMC Identification Card, AFMC Form 496 and Unescorted Entry Authorization Certificate, AF Form 2586 to the Prime Contractor.

(3) The Prime Contractor is required to complete and submit AFMC Form 496, for each of the firm's employees and for each subcontractor employee who has access to the installation. For contracts, 90 days or less

SECTION 01 00 00 Page 9

Contractor employees will be issued an AF Form 75 unless the work is in a controlled or restricted area. For contracts in a controlled or restricted area or greater than 90 days an AFMC Form 387 will be issued.

(4) The Contractor is required to provide a list of all employees and subcontractor employees that will access the Free Zone on a continual basis. This list will be used for back ground checks for acceptability in the controlled area. The list will need to have each employees first and last names, middle initial, birthdate, a state identification number (driver's license number) and location of birth. No foreign Nationals will be allowed In MAMS 1. This list will be investigated one time as it takes considerable resources to complete investigations for the amount of individuals that will be required for the project.

Government recommends that all personnel for this project be submitted at least 4 weeks prior to scheduled construction activities. All Contractor personnel including subcontractors to attend the Explosive Safety Briefing if applicable. An Explosive Safety Awareness Statement signed by those requesting access is required. The Weapon Safety Monitor will provide the Contracting Officer copies of the awareness statements. Request AF Form 75, Visitor/Vehicle Pass or DD Form 2220, DoD Registered Vehicle, for vehicle decals. To obtain the vehicle decal from the Security Forces, Pass and Registration Office, the Contractor must produce:

a. A valid driver's license.

b. Proof of financial responsibility of insurance, which meets the minimum requirements of the Contract clause, entitled "Required Insurance."

c. Current vehicle registration.

d. Proof of Davis County emissions certification if the vehicle is not registered in a county within the State of Utah, which requires emissions testing.

(5) Follow the guidance in AFI 31-101, The Installation Security Program, when work under this Contract requires entry to controlled areas.

Refer to the Free Zone Requirements in Section 01 10 10 SPECIFIC

TECHNICAL ENGINEERING AND DESIGN CRITERIA.

(6) When Contract performance requires unescorted entry (no access to classified information) to a "Restricted Area" on a military installation, Contractor personnel requiring unescorted entry to meet the investigative requirements of AFI 31-501, USAF Personnel Security Program. Contractor employees not meeting these requirements will be provided escort as determined by the Contracting Officer in coordination with the Chief, Security Forces Division of the military installation involved.

(7) Any non-US citizen not in possession of a "Green Card" will not be allowed access on base without the Contracting Officer first clearing the employee through the Foreign Disclosure Office OO-ALC/LGMS, Bldg 1209, 777-6857 or 777-6858.

(8) Contractor employees, at all times while on a military installation, to wear visible contractor-provided identification either as a part of, or attached to, their outer clothing. The identification to clearly identify the individual as being a Contractor employee.

SECTION 01 00 00 Page 10

(9) During performance of the Contract, the Contractor is responsible for obtaining required identification for newly assigned personnel, and for prompt return of credentials and vehicle registration decals to the Security Forces, Pass and Registration Office, for any employee who no longer requires access to the work site.

(10) At the termination or completion of the Contract, or upon the expiration of credentials (if any such expirations are specified), the Contractor must be sure that all base identification credentials and vehicle registration decals for all Contractor and subcontractor employees are returned to the Contracting Officer.

(11) Prior to submitting an invoice for final payment, the Prime Contractor is to obtain a clearance certification from the Contracting Officer which states that all base identification credentials and vehicle decals have been returned or "accounted for." This certification is to be attached to the final invoice at the time of submittal for payment.

Failure to comply with these requirements will result in withholding final payment.

(12) If it becomes necessary for the Contractor to enter any unmanned base entry gate, they are to first contact 75 SFS/SFO at 777-5531. If the Contractor assumes custody or control of a particular gate they will insure:

a. Only cleared Contractor personnel for that respective project gain access to the base through that gate.

b. Lock and Key Control will be established in such a manner as to clearly define an audit trail of who have keys to the gates and the times the gates are opened and closed, 24 hours a day.

1.15.2 Explosive Safety

(1) Contractor will be required to attend an initial explosive safety briefing. The class is conducted every Monday @ 2:30 P.M. in Bldg 383, Room 227. No sign up is needed.

(2) Smoking by any personnel is not permitted within the explosive area or free zone.

(3) Any open flame or welding requires a permit from wing safety and fire dept.

(4) All personnel to follow posted speed limits, and are not to stray outside of the established free zone.

(5) No cameras or picture taking is permitted.

(6) Contractor and his personnel, are to maintain a clean/combustion free worksite.

1.15.3 Protection

Protection to Contractor personnel or their equipment cannot be provided by the Government at the worksites nor at the travel routes to/from the worksites.

SECTION 01 00 00 Page 11

1.15.4 Critical Delivery Process

The end using agency will provide escorts for concrete trucks and pumps.

The Contractor will provide a request to the Contracting Officer and Air Force no sooner than 3 business days prior to special delivery and will provide the times and amounts of trucks so that proper escorting can be planned and provided for these critical deliveries

1.16 MONTHLY SAFETY INSPECTION

A monthly on-site inspection will be made by the insurance carriers of the prime and subcontractors. The Contractor's safety program will be reviewed and a meeting will be held with the Contracting Officer's Representative to discuss the job-site safety. A written report will be made by the Contractor stating the results of the inspection and the action taken.

1.17 AIRFIELD FOREIGN OBJECT DAMAGE (FOD)

a. Clean up:

Contractor is responsible for the cleanliness of his work areas at all times during his Contract performance. This includes but is not limited to immediate clean-up of any material that may spread onto aircraft taxiways, aprons, ramps and pads. Provide a pavement vacuum/sweeper at the project site at all times during his performance. Every time any haul vehicles cross the taxiways, aprons, ramps and pads, the area is to be cleaned by the pavement vacuum/sweeper immediately. Be responsible for repair or replacement of any foreign object damages to the aircrafts or components of the aircrafts resulting from his negligence.

1.18 AREAS OF RADAR RADIATION HAZARD

The work under this Contract is to be performed in, or in the vicinity of, areas that may be hazardous at times due to radar radiation. Construction activities and Contractor's personnel cannot be allowed within such areas without prior arrangement with and the approval of the Contracting Officer. Maintain a close working relationship with the Contracting Officer's representative and govern his activities within such areas as said representative may arrange with operating personnel of the Air Force.

1.19 HAZARDOUS NOISE AREA

Work area for this Contract is located within a high noise area and can be hazardous to the human ear. Provide adequate ear protection as may be required for Contractor's personnel at the job site.

1.20 COLOR SCHEME FOR CONTRACTOR FACILITIES

a. All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site are to be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.21 RED ZONE MEETING

Approximately 42 days prior to anticipated furniture installation and anticipated Beneficial Occupancy Date (BOD), the Contractor and the Government's project delivery team will conduct the Red Zone Meeting to

SECTION 01 00 00 Page 12 discuss the close-out process, and to schedule the events and review responsibilities for actions necessary to produce a timely physical and fiscal project close-out.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the materials specifed in SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide conformed hard copy sets in the quantities identified in Section 01 33 16 DESIGN AFTER AWARD reproduced from the PDF Contract Documents provided by the Contracting Officer at the time of award. The hard copy drawings must be sets of ANSI D (22" x 34")and sets of half size (11" x 17") 3-hole punched and bound with metal posts. The sets of specifications must be standard letter (8-1/2" x 11") 3-hole punched and bound with metal posts. Submit these documents within 5 work days after the Government releases the Contractor's design for construction.

Provide the Resident Engineer a copy ("hard" and "PDF") of the signed Bond and Notice to Proceed within 5 working days after receipt from the Contracting Officer.

-- End of Section --

SECTION 01 00 00 Page 13

CONTRACTOR EQUIPMENT DATA SHEET

(Data to be furnished by Contractor for all equipment to be used on modifications as required under the Special Provisions of the Contract.)

DATE

CONTRACTOR CONTRACT NUMBER

1. EQUIPMENT DESCRIPTION

2. MODEL AND SERIES

3. YEAR PURCHASED

4. PURCHASE PRICE AT YEAR PURCHASED

5. LIST PRICE, YEAR OF MANUFACTURE

6. YEAR MANUFACTURED

7. EQUIPMENT HORSEPOWER

8. CARRIER HORSEPOWER

9. FUEL TYPE

10. SHIPPING WEIGHT

11. TIRE SIZE: FRONT - ______________________ DRIVE - _______________________ TRAILING - _______________________

REMARKS:

CESPK FORM 450 1 SEP 92 (Edition of Apr 84 will be used) FormFlow 2.2, ver 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.01

SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA - GENERAL

08/21, CHG 1: 09/21

PART 1 GENERAL

1.1 REFERENCES

1.2 SCOPE

1.2.1 Installation Design Guide

1.2.2 Design

1.2.3 Drawings Provided

1.2.4 Design Guide

1.3 SUMMARY DESCRIPTIONS

1.3.1 Proposed Siting Summary

1.4 DESCRIPTION OF CONDITIONS AND OPERATIONS

1.4.1 Base Description

1.4.2 Background

1.5 DESIGN SUBMITTAL REQUIREMENTS

1.5.1 Design Standards

1.5.2 Codes

1.5.3 Imperial Design

1.5.4 Drawings

1.5.5 Field Information

1.5.6 Design Details and Standards

1.5.7 Asbestos and Lead Based Paint (Lbp) Survey

1.5.8 Specifications

1.5.8.1 UFGS Selection

1.5.9 Anti-Terrorism/Force Protection (AT/FP)

1.5.10 Environmental Protection

1.5.11 Reliability and Maintainability

1.5.12 Technical Criteria and Standards

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Sacramento District Architect-Engineer Guide General Requirements

Sacramento District Architect-Engineer 65% Design Submittals

Sacramento District Architect-Engineer 100% Design Submittals

SECTION 01 10 10.01 Page 1

SECTION 01 10 10.01

SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA - GENERAL

08/21, CHG 1: 09/21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2019; with Change 1, 2020) DoD Building Code

UFC 3-600-01 (2016; with Change 6, 2021) Fire Protection Engineering for Facilities

UFC 4-010-01 (2018;with Change 1, 2020) DoD Minimum Antiterrorism Standards for Buildings

1.2 SCOPE

Design and construct the renovation of the Repair West 388th/419th FW F-35 Apron at Hill AFB, , in accordance with the criteria contained herein and using industry standard materials and efficient practices. The objective of this contract is to design and construct the required facility as described in this document and Section FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS, and to meet the operational requirements of the . Provide all labor, equipment and material to perform the design and construct the complete, operational facility. Visit the site during a prescheduled site visit prior to submitting proposal.

The Contractor is responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, interior design, structural, mechanical, electrical, civil, landscape and other engineering features of the work to be accomplished, reviewed, approved and sealed by engineers, architects and interior designers who are licensed professionals with a minimum of six years' experience to practice in their respective professional field in a state or possession of the United States. The structural interior design (SID) to be designed/supervised by a registered or certified (as appropriate for the state) interior designer who is NCIDQ certified.

1.2.1 Installation Design Guide

The design and construction of this project to conform to the Installation Design Guide and the requirements contained in this solicitation. Features

SECTION 01 10 10.01 Page 2 differing from the Installation Design Guide and the requirements in this RFP may be allowed if said changes otherwise provide the same level of function, quality and performance established in Solicitation. The Government will be the sole authority in determining if changes are acceptable.

1.2.2 Design

The Contractor is responsible and liable for the complete design and cannot assume that the provided design criteria and drawings in this solicitation will alleviate him from performing any additional design as required to produce a complete set of construction documents. The following provisions to be maintained in the design:

(1) Provision 1: Gross Square Feet: Provide at least the same square foot area overall, and on a room by room basis as shown in the Government's conceptual design

(2) Provision 2: Equivalent Functional Arrangement: Provide equivalent functional arrangement of rooms and spaces as shown in the Government's conceptual design.

(3) Provision 3: Overall Site Limits: Limit design to the general extents of the Project site shown in the Government's conceptual design.

(4) Provision 4: Gross Glazing Area: Provide at a minimum, the same overall glazing area as shown in the Government's conceptual design. Glazing area may be increased, but not decreased from that indicated in the Government's conceptual design.

(5) Provision 5: Sustainable Design: Design is required to meet the sustainable design guidelines required by this RFP. If the Contractor determines that alternate assemblies or functional arrangements are better suited for the achievement of sustainable design goals, the Contractor may propose those changes. Changes can only be incorporated under the review and approval of the Government.

1.2.3 Drawings Provided

The Government's conceptual site drawings indicate the general location of the facility, its approximate maximum size, and other system parameters that represent functional relationships of the project program. Maintain functional relationships regardless of individual design decisions/changes made.

The Government's conceptual facility and site design provided in the RFP documents illustrates intent and functional relationships and does not indicate all necessary construction requirements or components. The written RFP describes associated technical, performance and systems requirements.

The Contractor is responsible for the complete Project design, retain all responsibilities, and be recognized as the Designer of Record.

1.2.4 Design Guide

The following is provided for design guidance:

Sacramento District Architect-Engineer Guide General Requirements

SECTION 01 10 10.01 Page 3

Sacramento District Architect-Engineer 65% Design Submittals

Sacramento District Architect-Engineer 100% Design Submittals

1.3 SUMMARY DESCRIPTIONS

Repair West 388th/419th FW F-35 Apron is an in- house design build project.

The projects’ 100% complete and full design construction documents including plans, specifications, and cost estimates for later procurement of construction contracts will be produced by the awarded contractor. The work shall consist of approximately 700,000 SF of replacement of existing Portland Cement Concrete (PCC) slabs along with full rework of structural base materials, as required for seasonal frost conditions, all in accordance with current UFC standards. Work also includes installing underdrain pipe, stormwater manhole structures, providing grounding points and pavement markings on new apron pavement and replacing existing aircraft sunshade structures. The demolition includes but is not limited to removal of existing apron PCC slabs, and adjacent PCC drainage swale.

PMP

FY 22 Repair West 388th/419th FW F-35 Apron U.S. Army Corps Hill AFB, Utah of Engineers Any asbestos/LBP removal shall be accomplished by a certified asbestos/LBP removal contractor. at Hill AFB. Design the project within the criteria prescribed in UFC 1-200-01, UFC 3-600-01, and operations and maintenance manuals. See REFERENCES within this Section for a list of applicable codes and criteria.

1.3.1 Proposed Siting Summary

The existingsite is sited west of the main air field in the area north of hangars 45 through 38See general drawing sheets for more information.

Preliminary geotechnical information has been included in this RFP.

1.4 DESCRIPTION OF CONDITIONS AND OPERATIONS

1.4.1 Base Description

Hill AFB operarate in the area of the Northern Wasatch Mountains and is operated by the 75th Civel Engineering Group.

1.4.2 Background

This project is needed to update this area of the air field which in the past has been used for F-16 for use by F-35 air craft.

1.5 DESIGN SUBMITTAL REQUIREMENTS

The design requirements within this Section and Section 01 10 11 FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached within this RFP document, are modified to the extent indicated within this Section. Each Offeror is responsible for obtaining any documents not attached as part of this RFP but referenced as criteria for the project. Requirements of this Section may delete, revise, add to, or substitute for criteria contained in the referenced documents and this Section to be deemed the controlling authority of any changes to the other

SECTION 01 10 10.01 Page 4 referenced documents and criteria.

1.5.1 Design Standards

Equipment, hardware, and materials are to be standard manufactured domestic items unless otherwise specified. Replacement parts are to be standard and readily available through commercial means. Discontinued products will not be accepted unless approved by the Contracting Officer.

1.5.2 Codes

The design, materials, equipment, and installation to be in accordance with the requirements of the listed codes and design manuals, with the requirements of this Section, and with the listed specifications. The building will be of a noncombustible construction classification. Wood structural elements will not be acceptable.

1.5.3 Imperial Design

Design using the Imperial/English inch-pound (I-P) units per the preference of the Using Agency and Major Command.

1.5.4 Drawings

. Attached drawings provide information on the project site and functional arrangement and relationships of internal components. Changes and adjustments to the site and building plan arrangement are allowed subject to provisions established in this Section. All design drawings to use approved Building Information Modeling (BIM) software. See Section 01 33 16 DESIGN DATA (DESIGN AFTER AWARD) and Section 01 78 00 CLOSEOUT SUBMITTALS for more information.

1.5.5 Field Information

The utility and as built information provided in the drawings is the best information available. It is provided to assist the offerors in preparing their proposal and then during the design of this project. Field verify all information given. Obtain all information necessary to properly design and install all work. Gathering information during design to be coordinated through the Contracting Officer. Any survey required to provide utility locations, manhole inverts, verification of existing features, and work of a similar nature is the responsibility of the Contractor and are to tie into the project datum.

1.5.6 Design Details and Standards

Create design details as required, to conform to the requirements of the RFP. Standard details can be referenced from the USACE CAD/BIM center website at https://cadbimcenter.erdc.dren.mil/. All design details are subject to review and approval by the Government.

1.5.7 Asbestos and Lead Based Paint (Lbp) Survey

Perform a HAZMAT survey of the building prior to any renovation or demolition work; to identify and quantify any HAZMAT to be abated or removed from the structure to be renovated/demolished. HAZMAT includes, but is not limited to, asbestos, lead, and PCB. Provide a full report of the survey findings to the Technical Point of Contact (POC). Any Asbestos Containing Material (ACM) will be abated in accordance with USACE EM 385-1-1, SECTION 01 10 10.01 Page 5

Safety and Health Requirement Manual, and all applicable federal, state and local laws and regulations. Dispose of all other Regulated Materials in accordance with all applicable federal, state and local laws and regulations.

1.5.8 Specifications

Follow all Unified Facilities Guide Specifications (UFGS) already included in this RFP, and provide all other applicable, edited UFGS sections as required for the design and construction of this project. The Unified Facilities Guide Specifications can be retrieved at https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs.

Items to be deleted from the specifications to use the "strikethrough" formatting process to delete any portion of the specifications. Additions to the specifications to be shown in a color font. Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (for example UL, ANSI, and NEMA), testing requirements, and execution, cannot be changed unless dictated by more stringent requirements in this RFP, including technical criteria such as codes and government and industry publications that are referenced in this RFP.

1.5.8.1 UFGS Selection

UFGS that have been unified for use by all participating agencies have a level 3 or level 4 MasterFormat number. UFGS that are agency-specific have a fifth level number indicating it as an agency specific specification. A specification that has a fifth level number "10" indicates USACE, a "20" indicates NAVFAC, a "30" indicates AFCESA and a "40" indicates NASA.

Preparing agencies are indicated in the UFGS header of each specification.

Adhere to the following order of precedence in selecting UFGS sections:

first, a UFGS specific to the project's installation; second, a USACE specification; third, a unified UFGS if one is available; and lastly, a UFGS specific to another DoD agency.

Do no edit the UFGS sections to the point that they no longer contain any original information. Edits to the UFGS sections is permitted only in such instances that the language becomes specific to this project.

1.5.9 Anti-Terrorism/Force Protection (AT/FP)

This project will comply with the AT/FP requirements of UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings. Current threat protection level is LOW.

1.5.10 Environmental Protection

Comply with the requirements imposed by all applicable federal, state, county, local and base regulations and permits concerning environmental protection. Reflect time required to acquire permits in the project schedule and provide copies to the Contracting Officer prior to commencing work. Coordinate with the Hill AFB Environmental Engineer for all applicable permits.

1.5.11 Reliability and Maintainability

This project will comply with Reliability and Maintainability Design Checklist ETL 01-1

SECTION 01 10 10.01 Page 6

1.5.12 Technical Criteria and Standards

A listing of the codes and standards required for compliance with this RFP is outlined in Appendix C of UFC 1-200-01 DoD Building Code. Use the latest edition for all reference standards or criteria at the time of solicitation. The list below is intended to identify additional criteria that is not called out in UFC 1-200-01. Discipline specific codes and standards are contained in other 01 10 10 Sections.

Installation Design Guide: Hill AFB Design Guide and Architectural Compatability Standards

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

NOT USED.

SECTION 01 10 10.01 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.03

SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA - CIVIL DESIGN

06/21

PART 1 SITE WORK

1.1 REFERENCES

1.2 CONTRACTOR SUPPLIED ENGINEERING SURVEY

1.3 CONTRACTOR'S STAGING AREA, BATCH PLANT AREA AND ACCESS ROUTE

1.3.1 Contractor Staging and Batch Plant Area

1.3.2 Contractor's Route

1.4 DEMOLITION AND REMOVAL

1.4.1 Utility Interference and Protection

1.5 GENERAL CONSTRUCTION REQUIREMENTS

1.5.1 Seeding

1.5.2 Digging Permits

1.5.3 Flight Line Driving Requirements

1.5.4 Access/Haul Route Vehicle Cleaning Station

1.5.5 Government Provided Electricity and Water

1.5.6 Government Provided Civil/Site Technical Specifications

1.5.7 Procurement and Transportation of Materials

1.6 FREE ZONE FENCING

1.7 NEW AIRFIELD PAVEMENT CONSTRUCTION

1.7.1 Airfield Pavement Site Plan

1.7.2 Construction Phasing Plan & Operational Safety Plan

1.8 AIRFIELD PAVEMENT REQUIREMENTS

1.8.1 Pavement Sections

1.8.2 Subsurface Drainage Requirements

1.8.3 Rigid Pavement Joint Plan Layout and Joint Details

1.8.4 Joint Sealing

1.8.5 Pavement Markings

1.9 GRADING

1.9.1 General

1.9.2 Apron

1.9.3 Borrow and Waste

1.10 GEOTECHNICAL INVESTIGATION

1.10.1 Preliminary Geotechnical Information

1.10.2 Geotechnical Report

1.10.3 Geotechnical Qualifications

1.10.4 Design Certificates

1.11 EROSION AND SEDIMENT CONTROL

1.12 COORDINATION

1.13 TRANSPORTATION SYSTEMS CENTER (TSC) PAVEMENT WORKSHOP

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 10 10.03 Page 1

SECTION 01 10 10.03

SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA - CIVIL DESIGN

06/21

PART 1 SITE WORK

1.1 REFERENCES

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-220-01 (2012) Geotechnical Engineering

UFC 3-250-01 (2016) Pavement Design for Roads and Parking Areas

UFC 3-260-01 (2020; Change 1) Airfield and Heliport Planning and Design

UFC 3-260-02 (2001) Pavement Design for Airfields

UFC 3-260-04 (2018) Airfield and Heliport Marking

1.2 CONTRACTOR SUPPLIED ENGINEERING SURVEY

A preliminary engineering survey is provided up to the limits of new pavement. Additional survey shall be required to be completed by the Contractor. The additional survey shall extend 150' beyond the existing survey limits provided in the preliminary engineering survey. The Contractor shall perform an independent engineering survey of the entire project site. The survey CADD files shall be in English units, US Survey Feet, and the most recent version of AutoCAD format. The survey shall be used by the Contractor to prepare their design drawings. Contours shall be gathered at 1-foot intervals. "Best-available" existing survey data and all available benchmark information are provided on the drawings. Below grade utility data shall be obtained from "best-available" as-built mapping. Existing "best-available" utility mapping is provided on the drawings and appendix.

Topographic survey and control requirements shall comply with Hill AFB Base Facility Design Standard, paragraph 2.4 Surveys. A copy of the Hill AFB Base Facility Design Standard is provided in the appendix.

The Contractor shall coordinate all topographic survey and control requirements with Hill AFB CES.

The Contractor shall set at least two permanent surveying monuments on the project site in accordance with this paragraph. All monuments will be established to second order horizontal and vertical control. The Contracting Officer's Representative shall approve the actual monument locations prior to establishment. Monuments shall be set outside the limits of construction and adequately protected so as not to be damaged or disturbed during any construction activities. Monuments will be Type G monument per EM 1110-1-1002. Field notes, as well as final monument horizontal and vertical coordinates shall be provided to the Contracting Officer's Representative.

SECTION 01 10 10.03 Page 2

The horizontal control datum for the engineering survey shall match the datum used by Hill AFB.

Survey of As-Built Utility Lines -…