UTTR_CMCC_100CF_RTA_Markups_Specs_101119.pdf

October 2019

Hill Air Force Base

UNCLASSIFIED/FOR OFFICIAL USE ONLY

UNCLASSIFIED/FOR OFFICIAL USE ONLY

Utah Test and Training Range (UTTR) Consolidated Mission Control Center (CMCC) Hill AFB, Utah 100% Corrected Final w/ RTA Submittal Markups Specifications, Volume 1 of 1 Prepared for USACE Sacramento District

UTAH TEST AND TRAINING RANGE (UTTR) 100% CORRECTED FINAL/RTA SUBMITTAL

CONSOLIDATED MISSION CONTROL CENTER (CMCC) 11 OCTOBER 2019

Document 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NUMBER SHEET TITLE

GENERAL

G-000 COVER SHEET

G-001 DRAWING INDEX

G-002 LOCATION MAP / VICINITY MAP

G-003 GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

G-100 LIFE SAFTY CODE SUMMARY

G-101 LIFE SAFETY PLAN - OVERALL

G-101a LIFE SAFETY PLAN - OVERALL - ABI 2 & 3

G-111 SECURITY ZONE PLAN - OVERALL

G-111a SECURITY ZONE PLAN - OVERALL - ABI 2 & 3

G-121 AIR BARRIER PLAN AND SECTION

G-121a AIR BARRIER PLAN AND SECTION - ABI 1 & 2

TOPOGRAPHY

V-100 EXISTING CONDITIONS PLAN

CIVIL

C-001 CIVIL GENERAL NOTES AND LEGEND

C-002 EROSION AND SEDIMENT CONTROL NOTES

C-100 EROSION CONTROL PLAN

C-501 EROSION CONTROL DETAILS

C-900 SITE PHOTOS

CD100 SITE DEMOLITION PLAN

CD101 BUILDINGS 1274, 1276, AND 1603 SITE DEMOLITION PLAN

CS100 SITE PLAN - OVERALL

CS101 SITE PLAN - NW

CS102 SITE PLAN - NE

CS103 SITE PLAN - SW

CS104 SITE PLAN - SE

CP100 SIGNING AND MARKING PLAN - OVERALL

CP101 SIGNING AND MARKING PLAN - NW

CP102 SIGNING AND MARKING PLAN - NE

CP103 SIGNING AND MARKING PLAN - SW

CP104 SIGNING AND MARKING PLAN - SE

CP-501 PAVEMENT DETAILS

CP-502 SIGNING AND MARKING DETAILS

Document 00 01 15 Page 2

CG101 GRADING AND DRAINAGE PLAN - NW

CG102 GRADING AND DRAINAGE PLAN - NE

CG103 GRADING AND DRAINAGE PLAN - SW

CG104 GRADING AND DRAINAGE PLAN - SE

CG-201 STORM SEWER PROFILES

CG-301 SITE SECTIONS

CG-501 STORM DETAILS

CG-502 STORM DETAILS

CU101 UTILITY PLAN - NW

CU102 UTILITY PLAN - NE

CU104 UTILITY PLAN - SE

CU-201 UTILITY PROFILES

CU-501 UTILITY DETAILS

CU-502 UTILITY DETAILS

LANDSCAPE

LP100 PLANTING PLAN - OVERALL

LP101 ENLARGED PLANTING PLANS

LP501 PLANTING DETAILS

LP502 PLANTING SCHEDULE

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 STRUCTURAL WIND LOADING DIAGRAM

S-004 STRUCTURAL SNOW LOADING DIAGRAM

SB101 FOUNDATION PLAN - OVERALL

SB101a FOUNDATION PLAN - OVERALL - ABI 2 & ABI 3

SB102 FOUNDATION PLAN - AREA A

SB102a FOUNDATION PLAN - AREA A - ABI 2

SB103 FOUNDATION PLAN - AREA B

SB104 FOUNDATION PLAN - AREA C

SB104a FOUNDATION PLAN - AREA C - ABI 3

SF121 ROOF FRAMING PLAN - OVERALL

SF121a ROOF FRAMING PLAN - OVERALL - ABI 2 & ABI 3

SF122 ROOF FRAMING PLAN - AREA A

SF122a ROOF FRAMING PLAN - AREA A - ABI 2

SF123 ROOF FRAMING PLAN - AREA B

SF124 ROOF FRAMING PLAN - AREA C

SF124a ROOF FRAMING PLAN - AREA C - ABI 3

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-203 FRAMING ELEVATIONS

S-204 FRAMING ELEVATIONS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

S-503 TYPICAL DETAILS

S-504 TYPICAL DETAILS

S-505 TYPICAL DETAILS

S-506 TYPICAL DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES

A-101 FLOOR PLAN - OVERALL

A-101a FLOOR PLAN - OVERALL - ABI 2 & ABI 3

A-102 FLOOR PLAN - AREA A

A-102a FLOOR PLAN - AREA A - ABI 2

Document 00 01 15 Page 3

A-103 FLOOR PLAN - AREA B

A-104 FLOOR PLAN - AREA C

A-104a FLOOR PLAN - AREA C - ABI 3

A-111 REFLECTED CEILING PLAN - OVERALL

A-111a REFLECTED CEILING PLAN - OVERALL - ABI 2 & ABI 3

A-112 REFLECTED CEILING PLAN - AREA A

A-112a REFLECTED CEILING PLAN - AREA A - ABI 2

A-113 REFLECTED CEILING PLAN - AREA B

A-114 REFLECTED CEILING PLAN - AREA C

A-114a REFLECTED CEILING PLAN - AREA C - ABI 3

A-121 ROOF PLAN - OVERALL

A-121a ROOF PLAN - OVERALL - ABI 2 & ABI 3

A-201 EXTERIOR ELEVATIONS - OVERALL

A-201a EXTERIOR ELEVATIONS - OVERALL - ABI 2 & ABI 3

A-202 EXTERIOR ELEVATIONS - PARTIALS - NORTH

A-202a EXTERIOR ELEVATIONS - PARTIALS - NORTH - ABI 2 & ABI 3

A-203 EXTERIOR ELEVATIONS - PARTIALS - SOUTH

A-203a EXTERIOR ELEVATIONS - PARTIALS - SOUTH - ABI 2 & ABI 3

A-204 EXTERIOR ELEVATIONS - PARTIALS - EAST & WEST

A-204a EXTERIOR ELEVATIONS - PARTIALS - EAST & WEST -

ABI 2 & ABI 3

A-301 BUILDING SECTIONS

A-301a BUILDING SECTIONS - ABI 1 & ABI 2

A-311 EXTERIOR WALL SECTIONS

A-312 EXTERIOR WALL SECTIONS

A-313 EXTERIOR WALL SECTIONS

A-314 EXTERIOR WALL SECTIONS

A-401 ENLARGED FLOOR PLANS

A-402 INTERIOR ELEVATIONS

A-403 INTERIOR ELEVATIONS

A-411 TOILET ACCESSORIES

A-501 EXTERIOR WALL DETAILS

A-502 EXTERIOR WALL DETAILS

A-511 ENLARGED PLAN DETAILS

A-512 ENLARGED PLAN DETAILS

A-521 EXTERIOR DETAILS

A-522 EXTERIOR DETAILS

A-531 INTERIOR DETAILS

A-601 ROOM FINISH SCHEDULE

A-602 FINISH MATERIAL LEGENDS

A-603 DOOR SCHEDULE

A-611 STOREFRONT AND WINDOW TYPES

A-613 LOUVER TYPES AND DETAILS

A-701 PARTITION TYPES

A-702 PARTITION TYPES

A-711 PARTITION DETAILS

A-712 PARTITION DETAILS

INTERIORS

I-101 FINISH FLOOR PLAN - OVERALL

I-101a FINISH FLOOR PLAN - OVERALL - ABI 2 & ABI 3

I-102 FINISH FLOOR PLAN - AREA A

I-102a FINISH FLOOR PLAN - AREA A - ABI 2

I-103 FINISH FLOOR PLAN - AREA B

I-104 FINISH FLOOR PLAN - AREA C

I-104a FINISH FLOOR PLAN - AREA C - ABI 3

I-111 FURNITURE PLAN - OVERALL

Document 00 01 15 Page 4

I-111a FURNITURE PLAN - OVERALL - ABI 1 & 2

I-112 FURNITURE PLAN - AREA A

I-112a FURNITURE FLOOR PLAN - AREA A - ABI 2

I-113 FURNITURE PLAN - AREA B

I-114 FURNITURE PLAN - AREA C

I-114a FURNITURE FLOOR PLAN - AREA C - ABI 3

FIRE PROTECTION

FS100 FIRE CODE COMPLIANCE SITE PLAN

FIRE ALARM

FA001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

FA101 FLOOR PLAN - OVERALL

FA101A FLOOR PLAN - OVERALL ABI 2&3

FA102 FLOOR PLAN - AREA A

FA102A FLOOR PLAN - AREA A - ABI 2

FA103 FLOOR PLAN - AREA B

FA104 FLOOR PLAN - AREA C

FA104A FLOOR PLAN - AREA C - ABI 3

FA501 DETAILS

FIRE SUPPRESSION

FX001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

FX101 FLOOR PLAN - OVERALL

FX101A FLOOR PLAN - OVERALL - ABI 2&3

FX102 FLOOR PLAN - AREA A

FX102A FLOOR PLAN - AREA A - ABI 2

FX103 FLOOR PLAN - AREA B

FX104 FLOOR PLAN - AREA C

FX104A FLOOR PLAN - AREA C - ABI 3

FX501 DETAILS

PLUMBING

P-001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

P-101 FLOOR PLAN - OVERALL

P-101A FLOOR PLAN - OVERALL - ABI 2&3

P-102 FLOOR PLAN - AREA A

P-102A FLOOR PLAN - AREA A - ABI 2

P-103 FLOOR PLAN - AREA B

P-104 FLOOR PLAN - AREA C

P-104A FLOOR PLAN - AREA C - ABI 3

P-401 ENLARGED PLANS

P-402 ENLARGED PLANS

P-403 ENLARGED PLANS

P-501 DETAILS

P-601 SCHEDULES

P-901 SANITARY WASTE AND VENT ISOMETRICS

P-902 DOMESTIC WATER ISOMETRICS

P-601 SCHEDULES

MECHANICAL

M-001 HVAC LEGEND, ABBREVIATIONS, AND SYMBOLS

M-002 HVAC LEGEND, GENERAL NOTES, AND ABBREVIATIONS

M-101 HVAC FLOOR PLAN - OVERALL

M-101a HVAC FLOOR PLAN - OVERALL - ABI 2 & 3

MH102 HVAC FLOOR PLAN - AREA A

MH102a HVAC FLOOR PLAN - AREA A - ABI 2

Document 00 01 15 Page 5

MH103 HVAC FLOOR PLAN - AREA B

MH104 HVAC FLOOR PLAN - AREA C

MH104a HVAC FLOOR PLAN - AREA C - ABI 3

MP102 HYDRONIC FLOOR PLAN - AREA A

MP102a HYDRONIC FLOOR PLAN - AREA A - ABI 2

MP103 HYDRONIC FLOOR PLAN - AREA B

MP104 HYDRONIC FLOOR PLAN - AREA C

MP104a HYDRONIC FLOOR PLAN - AREA C - ABI 3

M-401 HVAC ENLARGED PLANS

M-402 HVAC ENLARGED PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HVAC SCHEDULES

M-701 CHILLED WATER ONE LINE DIAGRAM

M-702 HOT WATER ONE LINE DIAGRAM

M-801 BAS ONE LINE CONTROL DIAGRAMS

M-802 BAS CONTROL DIAGRAMS

M-803 BAS CONTROL DIAGRAMS

M-804 BAS CONTROL DIAGRAMS

ELECTRICAL

E-001 GENERAL NOTES AND ABBREVIATIONS

E-002 SYMBOLS

ES101 SITE PLAN

EL101 LIGHTING PLAN - OVERALL

EL101a LIGHTING PLAN - OVERALL - ABI 2 & ABI 3

EL102 LIGHTING PLAN - AREA A

EL102a LIGHTING PLAN - AREA A - ABI 2

EL103 LIGHTING PLAN - AREA B

EL104 LIGHTING PLAN - AREA C

EL104a LIGHTING PLAN - AREA C - ABI 3

EP101 POWER PLAN - OVERALL

EP101a POWER PLAN - OVERALL - ABI 2 & ABI 3

EP102 POWER PLAN - AREA A

EP102a POWER PLAN - AREA A - ABI 2

EP103 POWER PLAN - AREA B

EP104 POWER PLAN - AREA C

EP104a POWER PLAN- AREA C - ABI 3

E-401 ENLARGED FLOOR PLANS

E-501 DETAILS

E-502 DETAILS

E-503 DETAILS

E-504 DETAILS

E-601 ONE-LINE DIAGRAM

E-602 ONE-LINE DIAGRAM

E-603 ONE-LINE DIAGRAM

E-701 LIGHTING SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMINCATIONS SYMBOLS, ABBREVIATIONS

AND GENERAL NOTES

TS101 TELECOM SITE PLAN

T-101 TELECOM PLAN - OVERALL

T-101a TELECOM PLAN - OVERALL - ABI 2 & ABI 3

Document 00 01 15 Page 6

TT102 TELECOM PLAN - AREA A

TT102a TELECOM PLAN - AREA A - ABI 2

TT103 TELECOM PLAN - AREA B

TT104 TELECOM PLAN - AREA C

TT104a TELECOM PLAN - AREA C - ABI 3

TT113 TELECOM FIBER CABLE TRAY PLAN - AREA B

TT114 TELECOM FIBER CABLE TRAY PLAN - AREA C

TT123 TELECOM PDS PLAN - AREA B

TY102 SECURITY PLAN - AREA A

TY102a SECURITY PLAN - AREA A - ABI 2

TY103 SECURITY PLAN - AREA B

TY104 SECURITY PLAN - AREA C

TY104a SECURITY PLAN - AREA C - ABI 3

T-201 CABINET ELEVATIONS

T-202 CABINET ELEVATIONS

T-203 CABINET ELEVATIONS

T-204 CABINET ELEVATIONS

T-205 CABINET ELEVATIONS

T-206 CABINET ELEVATIONS

T-207 CABINET ELEVATIONS

T-208 CABINET ELEVATIONS

T-209 CABINET ELEVATIONS

T-401 ENLARGED TELECOM ROOM PLANS

T-402 ENLARGED TELECOM ROOM PLANS

T-403 ENLARGED TELECOM ROOM PLANS

T-404 ENLARGED TELECOM ROOM PLANS

T-405 ENLARGED TELECOM ROOM PLANS

T-501 SYSTEMS OUTLET DETAILS

T-502 SYSTEMS CABLE TRAY DETAILS

T-503 SYSTEMS CABLE TRAY DETAILS

T-504 TELECOM GROUNDING DIAGRAM AND DETAILS

T-505 SECURITY DETAILS

T-601 VOICE AND DATA ONE-LINE DIAGRAM

-- End of Document --

Section 01 00 00 Page 1

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 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2; TIA

17-3; TIA 17-4; TIA 17-5; TIA 17-6; TIA 17-7;

TIA 17-8; TIA 17-9; TIA 17-10; TIA 17-11; TIA

17-12; TIA 17-13; TIA 17-14; TIA 17-15; TIA 17-

16; TIA 17-17 ) 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/

Section 01 00 00 Page 2

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

U.S. Chamber of Commerce Foundation-Hiring Our Heroes 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 information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. 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 must cause 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 TEMPORARY ELECTRIC WIRING

1.7.1 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 must be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.7.2 Construction Equipment

Section 01 00 00 Page 3

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 must be secured above the ground or floor in a workmanlike manner and must not 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 Code.

1.7.3 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 must have ground fault circuit interrupters (GFCI) for personnel protection.

Block and brick saws must also 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 must have GFCI'S, and must 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.

1.8 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the plans 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 must be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.9 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures must be of as short a duration as possible and must be scheduled as far in advance as possible with the Contracting Officer, in no case less than 21 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the contractor will be held responsible for any violations.

Power outages must 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 must be scheduled as far in advance as possible with the Contracting Officer and in no case less than 21 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.

Section 01 00 00 Page 4

1.10 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Directorate of Engineering and Housing (DEH), through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required is 14 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

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.

The Contractor shall protect from damage 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.

The Contractor shall 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 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.

The Contractor shall 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 shall coordinate this through Blue Stakes.

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. 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 must be satisfied:

1) 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.

Section 01 00 00 Page 5

2) 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. The Contractor's progress schedule must 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

HILL AFBN

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

(22) (19) (15) (07) (04) (03) (01) (02) (02) (05) (15) (22)

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

1.12 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.

1.13 SPECIAL CONSTRUCTION PROCEDURES

1.13.1 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 shall 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 shall have equal rights to the use of all transportation facilities and grounds within the limitations specified in the CONTRACT CLAUSES, Section 00 70 00. The obligation of the Contractor under this contract shall include jointly planning and scheduling the work, on a cooperative basis, with other Contractors in order to minimize delays and interferences. The Contractor shall so arrange his 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 shall govern.

Section 01 00 00 Page 6

1.13.2 Dust

Dust shall be controlled as the work proceeds, and not allowed to become a hazard or a nuisance.

1.13.3 Portable Facilities

Toilet facilities are not available on site for contractors use. The contractor shall provide portable toilets for his personnel.

1.13.4 Borrow Material

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

1.13.5 Storm Water Permitting:

a. Contractors shall 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 the contractor must 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 shall submit and receive approval of the UPDES permit before starting construction.

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 shall 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 shall 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#constr https://www.epa.gov/npdes/national-menu-best-management-practices-bmps-stormwater#post

1.13.6 Government Caused Delays

Contractor shall allow in their planned work schedule for potential Government caused delays 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.

Section 01 00 00 Page 7

Normal duty hours for work shall be 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.

1.13.7 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.

Property Damage

In addition to FAR 52.236-9 the Contractor shall 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 shall request clarification from the Contracting Officer before beginning work.

Contractor shall 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 shall 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 contractor.

1.14 SECURITY PROCEDURE

1.14.1 Security

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

A list must be generated 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.

1.14.1.1 Contractor Base Credentials:

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

a. Contract number.

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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 shall be required to complete and submit AFMC Form 496, for each of the firm's employees and for each subcontractor employee who must have access to the installation. For contracts, 90 days or less 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 sub-contractor 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. The Prime Contractor shall ensure that all contractor personnel including subcontractors 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. The Prime Contractor shall also 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 shall produce:

a. A valid driver's license.

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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 must 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, shall wear visible contractor-provided identification either as a part of, or attached to, their outer clothing. The identification shall clearly identify the individual as being a contractor employee.

(9) During performance of the contract, the Contractor shall be 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 shall 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 shall 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 must first contact 75 SFS/SFO at 777-5531. If the Contractor assumes custody or control of a particular gate they will insure:

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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.

1.14.2 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 must 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, must maintain a clean/combustion free worksite.

1.14.3 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.

1.14.4 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

1.15 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.

1.16 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

Nuclear methods are not acceptable for soil and soil-aggregate density tests required by this contract except as stated in DIVISION 2. Testing for official results must be conducted as specified in DIVISION 2 of this contract. If the Contractor proposes to use meters containing radioactive

Section 01 00 00 Page 11 materials to obtain unofficial results for convenience, adhere to the following requirements:

a. A USAF Radioactive Material Permit must be obtained prior to work being performed.

b. Contact the installation Radiation Protection Officer (RPO) at least 45 days prior to intended use so adequate time is provided for processing the paperwork and obtaining the USAF Radioactive Material Permit.

c. Notify the RPO before bringing the radioactive material onto the installation and must notify the RPO when radioactive material is removed. Ensure that the RPO, installation fire department, and safety office know the locations where the material will be stored and used.

d. Comply with the requirements of his/her NRC or Agreement State license and the USAF Radioactive Material Permit.

e. The Installation RPO will periodically check the use of the radioactive material to ensure proper radiological health precautions are being followed. If the RPO discovers improper radiological procedures, the RPO will immediately notify the contract monitor to initiate corrective actions.

f. Applications for USAF Radioactive Material Permits are submitted as follows:

(1) All applications for permits must be submitted to host base RPO for review and approval of qualified users to work on Air Force installations.

(2) Requests will be submitted in duplicate to RPO and will include:

a. Evidence of a valid Nuclear Regulatory Commission (NRC) or Agreement State Radioactive Material License.

b. A copy of an NRC Form 241, or a similar document (such as a letter), listing the specific licensable items the Contractor wishes to use on the base (in the case of an Agreement State licensee, the original must be forwarded by the Contractor to the appropriate NRC region).

c. Proof of a valid Air Force contract.

(3) Non-Air Force organizations which possess Agreement State licenses must forward an NRC Form 241 directly to the applicable NRC regional office as well as to the committee (Reference Title 10, Code of Federal Regulations, Part 150.20). Agreement State licenses are valid for only 180 calendar days per calendar year. If the non-Air Force organization that possesses the Agreement State license wishes to conduct operations on the Air Force installation for more than 180 days per year, it must apply for and be issued an NRC license before a permit may be issued.

g. Renewal or termination of a USAF Radioactive Material Permit is processed as follows:

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(1) Non-Air Force organizations must formally apply for either a renewal or termination of their permit upon its expiration. Permits do not automatically terminate upon reaching their expiration date but remain active pending final disposition of the radioactive material.

(2) If the original contract is renewed or continued, then an application for renewal must contain the same information as the initial request.

(3) If work under the contract has been completed, the non-Air Force organization must submit a formal application to terminate the permit. This application must include appropriate disposal documents and radiation survey data to confirm that the radioactive materials have been removed from the installation. (AFR 161-16)

h. Nuclear methods are not acceptable for soil and soil-aggregate density tests required by this contract except as stated in DIVISION 2. Testing for official results must be conducted as specified in DIVISION 2 of this contract. If the Contractor proposes to use meters containing radioactive materials to obtain unofficial results for his own convenience, adhere to the following requirements:

i. In accordance with 06.E of EM 385-1-1, Safety and Health Requirements Manual, obtain a service permit to use, store, operate, or handle a radiation producing machine or radioactive materials on a Department of Defense (DoD) Installation. The service permit must be obtained from the appropriate U.S. Army Command through the Contracting Officer's Representative. The Contractor should notify the Contracting Officer during the pre-work conference if a radiation producing device will be utilized on a DoD Installation in order to determine the permit application requirements, and allow a lead time of 45 days for obtaining a permit.

j. The Contractor is responsible for providing a copy of any Nuclear Regulatory Commission (NRC) licenses per the Code of Federal Regulations 10 CFR "Energy" for all radioactive sources brought onto the DoD installation by the Contractor and/or subcontractors. These licenses must be provided to the Contracting Officer's Representative, before the radioactive sources is allowed on the DoD installation.

1.17 AIRFIELD FOREIGN OBJECT DAMAGE (FOD)

a. Clean up:

Contractor must be responsible for the cleanliness of his work areas at all times during his contract performance. This must include but not be limited to immediate clean-up of any material that may spread onto aircraft taxiways, aprons, ramps and pads. Contractor must 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 must 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

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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 must not 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 must 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. The Contractor is responsible for providing adequate ear protection as may be required for Contractor's personnel at the job site.

1.20 AGGREGATE SOURCES

Concrete aggregates may be produced from the approved sources listed below:

a. Sources of fine aggregate.

b. Sources of coarse aggregate.

c. Concrete aggregates may be furnished from any of the above listed sources or at the option of the Contractor may be furnished from any other source designated by the Contractor and approved by the Contracting Officer, subject to the conditions hereinafter stated.

d. After the award of the contract, designate in writing, only one source or one combination of sources from which he proposes to furnish aggregates.

If the Contractor proposes to furnish aggregates from a source or from sources not listed above, he may designate only a single source or a single combination of sources for aggregates. Samples for acceptance testing must be provided as required by Section _____. If a source for coarse or fine aggregate so designated by the Contractor is not approved for use by the Contracting Officer, the Contractor may not submit for approval other sources but must furnish the coarse or fine aggregate, as the case may be, from a listed source listed above at no additional cost to the Government.

e. Listing of a concrete aggregate source is not to be construed as approval of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for concrete aggregate as determined by the Contracting Officer. Materials produced from a listed source must meet all the requirements of Section: 32 11 23 AGGREGATE BASE COURSES of the Technical Specifications of these specifications.

1.21 BID ITEM OVERRUN

Throughout the contract (at a minimum, every two weeks), monitor placement or installation of unit price items (if any) with respect to the original estimated quantities shown in the contract. If placement or installation indicates a possible overrun with respect to the original estimated quantities shown in the contract, immediately provide written notification to the Contracting Officer with revised total estimated quantities.

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1.22 COLOR SCHEME FOR CONTRACTOR FACILITIES

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

1.23 ONE YEAR MAINTENANCE CONTRACT

a. The equipment manufacturer or his authorized representative must provide all equipment, materials and labor to maintain all portions of the equipment listed below for one year after the complete system is placed in operation, responding effectively to calls from the Using Service within 24 hours.

b. In lieu of such a maintenance contract, provide a complete set of replacement parts and equipment that will allow any replaceable element, part or component of the system to be replaced. Further, technically qualified staff of the equipment manufacturer must be available by telephone, during all normal factory working hours to advise previously trained, Using Service personnel on what steps should be taken to correct the problem related.

1.24 WARRANTY OF CONSTRUCTION

a. Performance Bond.

(1) It is understood that the Contractor's Performance Bond will remain effective throughout the life of all warranties and warranty extensions.

(2) In the event the Contractor or his designated representative fails to commence and diligently pursue any work required under the Warranty of Construction Section of the Technical Provisions within a reasonable time after receipt of written notification pursuant to the requirements thereof, the Contracting Officer must have a right to demand that said work be performed under the Performance Bond by making written notice on the surety. If the surety fails or refuses to perform the obligation it assumed under the Performance Bond, the Contracting Officer must have the work performed by others, and after completion of the work, must make demand for reimbursement of any or all expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

(3) Warranty repair work which arises to threaten the health or safety of personnel, the physical safety of property or equipment, or which impairs operations, habitability of living spaces, etc., will be handled by the Contractor on an immediate basis as directed verbally by the Contracting Officer or his authorized representative. Written verification will follow verbal instructions. Failure of the Contractor to respond as verbally directed will be cause for the Contracting Officer or his authorized representative to have the warranty repair work performed by others and to proceed against the Contractor as outlined in the paragraph b. above.

b. Pre-Warranty Conference. Prior to contract completion and at a time designated by the Contracting Officer or his authorized representative, Section 01 00 00 Page 15 meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of FAR Clause 52.246-21 WARRANTY OF CONSTRUCTION, of this specification. Communication procedures for Contractor notification of warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer or his authorized representative for the execution of the construction warranty must be established/reviewed at this meeting.

In connection with these requirements and at the time of the Contractor's quality control completion inspection, the Contractor will furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue warranty work action on behalf of the Contractor. This single point of contact will be located within the local service area of the warranted construction, will be continuously available, and will be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of his responsibilities in connection with FAR Clause 52.246-21

WARRANTY OF CONSTRUCTION.

c. Equipment Warranty Identification Tags. Provide warranty identification tags on all equipment installed under this contract.

d. Contractor's Response to Warranty Service Requirements. The following warranty service requirements are applicable to this contract. Following notification by the Contracting Officer or the Contracting Officer's Representative, respond to a warranty service requirement identified by the Contracting Officer's Representative in accordance with the "Warranty Service Priority List" of this program. This list prioritizes warranty work into the categories:

First Priority 1A Perform on site inspection to evaluate situation, determine course of action, initiate work within 24 hours and work continuously to completion or relief.

Second Priority 1B Perform on site inspection to evaluate situation, determine course of action, initiate work within 48 hours and work continuously to completion of relief.

Third Priority All other work to be initiated within 5 work days and work continuously to completion or relief.

The "Warranty Service Priority List" must be compiled by the Contractor and approved by the Contracting Officer.

Should parts be required to complete the work and the parts are not immediately available provide the Contracting Officer's Representative with firm written proposals for emergency alternatives and temporary repairs for Government participation within 12 hours after arrival at the job site, and provide emergency relief until the required parts are available on site for the Contractor to perform permanent warranty repair. Include a firm date and time that the required parts must be available on site to complete the permanent warranty repair. The Contracting Officer's Representative will evaluate the proposed alternatives and negotiate the alternative considered to be in the best interest of the Government to reduce the impact of the emergency condition. Alternatives considered by the Contracting Officer's

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Representative will include the alternative for the Contractor to "Do Nothing" while waiting until the required parts are available to perform permanent warranty repair.