564-19-403 Project Specifications Volume 1.pdf

Contract No.: 564-19-403

Specifications

For:

At:

AE Design Services for the Renovation of SPS

Specifications

Divisions 00-09

Vol. 1 of 3

Department of Veterans Affairs

Veterans Healthcare System of the Ozarks

Fayetteville, AR

Issue: Bid Documents February 6, 2026

Property of Department of Veterans Affairs

08-01-19

00 01 10 - 1

DEPARTMENT OF VETERANS AFFAIRS

RENOVATE SPS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 13 Project Seals Page

00 01 15 List of Drawing Sheets 07-15

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 12-18

01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build) 04-13

01 33 23 Shop Drawings, Product Data, and Samples 05-17

01 35 26 Safety Requirements 02-17

01 42 19 Reference Standards 05-16

01 45 00 Quality Control 03-19

01 45 29 Testing Laboratory Services 11-18

01 45 35 Special Inspections 03-19

01 57 19 Temporary Environmental Controls 01-11

01 58 16 Temporary Interior Signage 07-15

01 74 19 Construction Waste Management 09-13

01 81 13 Sustainable Construction Requirements 10-17

01 91 00 General Commissioning Requirements 10-15

DIVISION 02 – EXISTING CONDITIONS

02 21 13 Site Surveys 08-16

02 41 00 Demolition 08-17

02 82 13.13 Glovebag Asbestos Abatement 09-15

02 82 13.19 Asbestos Floor Tile and Mastic Abatement 09-15

02 83 33.13 Lead-Based Paint Removal and Disposal 08-16

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete 07-19

DIVISION 04 – MASONRY

04 20 00 Unit Masonry 08-17

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18

05 36 00 Composite Metal Decking 01-21

05 40 00 Cold-formed Metal Framing

05 50 00 Metal Fabrications 08-18

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-17

00 01 10 - 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19 Preparation for Re-Roofing 01-01

07 08 00 Facility Exterior Closure Commissioning 01-01

07 13 00 Sheet Waterproofing 04-13

07 21 13 Thermal Insulation 10-17

07 22 00 Roof and Deck Insulation 02-16

07 24 00 Exterior Insulation and Finish Systems 02-16

07 27 26 Fluid-Applied Membrane Air Barriers, Vapor Permeable 01-01

07 40 00 Roofing and Siding Panels 01-01

07 54 23 Thermoplastic Polyolefin (TPO) Roofing 08-16

07 60 00 Flashing and Sheet Metal 07-14

07 71 00 Roof Specialties 10-15

07 81 00 Applied Fireproofing 10-17

07 84 00 Firestopping 02-16

07 92 00 Joint Sealants 10-17

07 95 13 Expansion Joint Cover Assemblies 02-16

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08-16

08 14 00 Interior Wood Doors 02-16

08 31 13 Access Doors and Frames 02-16

08 41 13 Aluminum-Framed Entrances and Storefronts 08-16

08 71 00 Door Hardware 08-19

08 71 13 Automatic Door Operators 02-16

08 80 00 Glazing 10-15

08 90 00 Louvers and Vents 05-15

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes 02-15

09 22 16 Non-Structural Metal Framing 06-18

09 29 00 Gypsum Board 06-18

09 30 13 Ceramic/Porcelain Tiling 06-18

09 51 00 Acoustical Ceilings 12-18

09 65 13 Resilient Base and Accessories 02-16

09 65 16 Resilient Sheet Flooring 05-18

09 67 23.60 Resinous (Urethane and Epoxy Mortar) Flooring (RES-6) 07-14

09 67 23.70 Resinous (Epoxy Base) High Performance, Electrostatic

Dissipative Flooring (EPY-1)

01-01

09 91 00 Painting 01-16

09 96 59 Resinous Specialty Glazed Coating Systems for Walls, Ceilings, Wallboard, and Block CMU (RES-W, RES-W)

01-01

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10-15

10 21 13 Toilet Compartments 06-01

10 44 13 Fire Extinguisher Cabinets 08-18

DIVISION 11 – EQUIPMENT

00 01 10 - 3

11 05 12 General Motor Requirements for Equipment 11-11

11 71 01 Medical Washing and Sterilizing Equipment 02-11

DIVISION 12 – FURNISHINGS

12 32 00 Manufactured Wood Casework 09-15

12 36 00 Countertops 12-18

DIVISION 13 - SPECIAL CONSTRUCTION

13 05 41 Seismic Restraint Requirements for Non-Structural

Components

01-14

DIVISION 14 – CONVEYING EQUIPEMENT

14 12 11 Traction and Winding Drum Dumbwaiter 10-18

DIVISION 21 - FIRE SUPPRESSION

21 08 00 Commissioning of Fire Suppression System 11-16

21 13 13 Wet-Pipe Sprinkler Systems 06-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-16

22 05 12 General Motor Requirements for Plumbing Equipment 09-15

22 05 19 Meters and Gages for Plumbing Piping 09-15

22 05 23 General-Duty Valves for Plumbing Piping 09-15

22 07 11 Plumbing Insulation 09-15

22 08 00 Commissioning of Plumbing Systems 11-16

22 11 00 Facility Water Distribution 09-15

22 11 23 Domestic Water Pumps 09-15

22 13 00 Facility Sanitary and Vent Piping 09-15

22 14 00 Facility Storm Drainage 09-15

22 40 00 Plumbing Fixtures 09-15

22 61 13.74 Dental Compressed-Air Piping 09-15

22 61 19.74 Dental Compressed-Air Equipment 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 08-17

23 05 12 General Motor Requirements for HVAC Equipment 08-17

23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment

02-15

23 05 93 Testing, Adjusting, and Balancing for HVAC 02-15

23 07 11 HVAC and Boiler Plant Insulation 02-15

23 08 00 Commissioning of HVAC Systems 11-16

23 09 23 Direct-Digital Control System for HVAC 09-11

23 21 13 Hydronic Piping 08-17

23 22 13 Steam and Condensate Heating Piping 08-17

23 23 00 Refrigerant Piping 02-15

00 01 10 - 4

23 25 00 HVAC Water Treatment 02-15

23 31 00 HVAC Ducts and Casings 03-13

23 34 00 HVAC Fans 02-15

23 36 00 Air Terminal Units 02-15

23 37 00 Air Outlets and Inlets 02-15

23 38 13 Sterilizer Condensate Hood 01-11

23 40 00 HVAC Air Cleaning Devices 02-12

23 73 00 Indoor Central-Station Air-Handling Units 04-11

23 81 00 Decentralized Unitary HVAC Equipment 02-11

23 82 00 Convection Heating and Cooling Units 04-11

23 82 16 Air Coils 04-11

DIVISION 25 – INTEGRATED AUTOMATION – NOT USED

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16

26 05 13 Medium-Voltage Cables 01-17

26 05 19 Low-Voltage Electrical Power Conductors and Cables 01-17

26 05 26 Grounding and Bonding for Electrical Systems 01-17

26 05 33 Raceway and Boxes for Electrical Systems 01-18

26 05 41 Underground Electrical Construction 01-17

26 05 73 Overcurrent Protective Device Coordination Study 01-18

26 08 00 Commissioning of Electrical Systems 11-16

26 09 23 Lighting Controls 01-18

26 12 19 Pad-Mounted, Liquid-Filled, Medium-Voltage

Transformers

01-18

26 13 16 Medium-Voltage Fusible Interrupter Switches 01-17

26 22 00 Low-Voltage Transformers 01-18

26 24 16 Panelboards 01-18

26 27 26 Wiring Devices 01-18

26 29 11 Motor Controllers 01-18

26 29 21 Enclosed Switches and Circuit Breakers 01-17

26 32 13 Engine Generators 01-18

26 36 23 Automatic Transfer Switches 01-17

26 41 00 Facility Lightning Protection 01-17

26 43 13 Surge Protective Devices 01-17

26 51 00 Interior Lighting 01-18

26 56 00 Exterior Lighting 01-18

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 06-15

27 05 26 Grounding and Bonding for Communications Systems 06-15

27 05 33 Raceways and Boxes for Communications Systems 10-18

27 08 00 Commissioning of Communications Systems 11-16

27 10 00 Control, Communication and Signal Wiring 06-15

27 11 00 Communications Equipment Room Fittings 06-15

27 15 00 Communications Structured Cabling 01-16

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

00 01 10 - 5

28 05 00 Common Work Results for Electronic Safety and Security 04-18

28 05 13 Conductors and Cables for Electronic Safety and

Security

10-18

28 05 26 Grounding and Bonding for Electronic Safety and

Security

09-11

28 05 28.33 Conduits and Backboxes for Electronic Safety and

Security

09-11

28 08 00 Commissioning of Electronic Safety and Security

Systems

11-16

28 13 00 Physical Access Control System 10-11

28 23 00 Video Surveillance 09-11

28 31 00 Fire Detection and Alarm 10-11

DIVISION 31 – EARTHWORK

31 20 11 Earthwork (Short Form) 10-12

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 08-16

DIVISION 33 – UTILITIES

33 08 00 Commissioning of Site Utility Systems 11-16

33 10 00 Water Utilities 03-17

33 30 00 Sanitary Sewer Utilities 06-13

DIVISION 34 – TRANSPORTATION – NOT USED

DIVISION 48 – ELECTRICAL POWER GENERATION – NOT USED

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

The drawings listed below accompanying this specification form a part of the contract.

Drawing No. Title

GENERAL INFORMATIONAL

GI001-B-I COVER SHEET, DRAWING INDEX, AND PROJECT

INFORMATION VOL I

GI002-B EQUIPMENT MOUNTING LEGEND

GI003-B ACCESSIBILITY LEGEND

GI101-B SECOND FLOOR - LIFE SAFETY PLAN AND CODE

SUMMARY

GI102-B MOBILE SPS COMPLEX - LIFE SAFETY PLAN AND CODE

SUMMARY

GI501-B PARTITION TYPES AND STANDARD DETAILS

GI502-B UL DETAILS

GENERAL CONDITIONS

GC101-B BASEMENT FLOOR – ICRA PLAN

GC102-B FIRST FLOOR - ICRA PLAN

GC103-B SECOND FLOOR - ICRA PLAN

GC104-B THIRD FLOOR - ICRA PLAN

GC105-B ROOF - ICRA PLAN

GC110-B PHASING PLANS

GC111-B PHASING PLANS

GC112-B PHASING PLANS

GC113-B PHASING PLANS

HAZARDOUS

HA103-B SECOND FLOOR - HAZARDOUS ABATEMENT PLAN

HA104-B THIRD FLOOR - HAZARDOUS ABATEMENT PLAN

CIVIL

CD101-B CIVIL DEMOLITION PLAN

CG101-B CIVIL GRADING PLAN

CS101-B CIVIL SITE PLAN

CS501-B CIVIL SITE DETAILS

STRUCTURAL

S001-B STRUCTURAL GENERAL NOTES

S002-B STRUCTURAL GENERAL NOTES

00 01 15 - 2

S101-B FOUNDATION PLAN

S103-B SECOND FLOOR FRAMING PLAN - STERILE AREA

S104-B THIRD FLOOR FRAMING PLAN - SPS

S105-B ROOF FRAMING & PENTHOUSE PLAN - SPS

S301-B TYPICAL CONCRETE DETAILS

S302-B TYPICAL STEEL AND PENTHOUSE DETAILS

ARCHITECTURAL

AI001-B ARCHITECTURAL ABBREVIATIONS

AI002-B ARCHITECTURAL NOTES AND LEGENDS

AS101-B ARCHITECTURAL SITE PLAN

AS102-B ARCHITECTURAL SITE PLAN DETAILS

AD101-B BASEMENT FLOOR - DEMOLITION PLAN

AD102-B FIRST FLOOR - DEMOLITION PLAN

AD103-B SECOND FLOOR - DEMOLITION PLANS

AD104-B THIRD FLOOR - DEMOLITION PLANS

AD105-B DEMOLITION PLAN - PENTHOUSE

AD112-B FIRST FLOOR - ABOVE CEILING WORK DEMOLITION

PLAN

AD113-B FIRST FLOOR – ABOVE CEILING WORK DEMOLITION

PLAN

AD401-B ENLARGED PLANS AND SECTIONS - CART LIFT

(DEMOLITION)

AE101-B BASEMENT FLOOR - CONSTRUCTION PLAN

AE102-B FIRST FLOOR - CONSTRUCTION PLAN

AE103-B SECOND FLOOR - CONSTRUCTION PLANS

AE104-B THIRD FLOOR - CONSTRUCTION PLAN

AE105-B PENTHOUSE – NEW CONSTRUCTION PLAN & ROOF PLAN

AE106-B MOBILE SPS COMPLEX - FLOOR AND REFLECTED

CEILING PLANS

AE107-B MOBILE SPS COMPLEX - ROOF PLAN

AE113-B SECOND FLOOR - REFLECTED CEILING PLAN

AE201-B EXTERIOR ELEVATIONS

AE202-B EXTERIOR ELEVATIONS - PENTHOUSE

AE203-B INTERIOR ELEVATIONS - SECOND FLOOR

AE204-B INTERIOR ELEVATIONS - SECOND FLOOR

AE205-B INTERIOR ELEVATIONS - SECOND FLOOR

AE206-B INTERIOR ELEVATIONS – SECOND FLOOR

AE300-B BUILDING SECTION – SECOND FLOOR

00 01 15 - 3

AE301-B BUILDING SECTION – SECOND FLOOR/PENTHOUSE

AE302-B BUILDING SECTIONS - MOBILE SPS COMPLEX 01

AE303-B BUILDING SECTIONS – MOBILE SPS COMPLEX 02

AE310-B WALL SECTIONS

AE311-B WALL SECTIONS

AE312-B WALL SECTIONS

AE401-B ENLARGED PLANS AND SECTIONS - CART LIFT (NEW

CONSTRUCTION)

AE402-B ENLARGED PLANS

AE510-B INTERIOR DETAILS

AE511-B INTERIOR DETAILS

AE512-B INTERIOR DETAILS

AE513-B INTERIOR DETAILS

AE520-B CASEWORK DETAILS

AE600-B DOOR SCHEDULE AND DOOR DETAILS

AE601-B LOUVER ELECATIONS & DETAILS

INTERIORS

AF103-B SECOND FLOOR FINISH PLAN

AF106-B MOBILE SPS COMPLEX - FINISH PLAN

AF501-B WALL PROTECTION/SIGNAGE TYPES

AF601-B INTERIOR FINISH SCHEDULE AND SIGNAGE SCHEDULE

AF602-B INTERIOR FINISH MATERIALS LEGENDS

EQUIPMENT

QH103-B SECOND FLOOR - EQUIPMENT PLAN

QH601-B EQUIPMENT SCHEDULES

FIRE ALARM

FA001-B GENERAL NOTES AND LEGENDS

FA101-B BASEMENT FLOOR - FIRE ALARM PLAN

FA102-B FIRST FLOOR - FIRE ALARM PLAN

FA103-B SECOND FLOOR - FIRE ALARM PLAN

FA104-B THIRD FLOOR - FIRE ALARM PLAN

FA105-B ROOF PLAN - FIRE ALARM

FA106-B MOBILE SPS COMPLEX - FIRE ALARM PLAN

FIRE PROTECTION

FX001-B GENERAL NOTES, SYMBOLS & LEGENDS

FS101-B FIRE PROTECTION SITE PLAN

FD102-B FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN

FD103-B SECOND FLOOR FIRE PROTECTION DEMOLITION PLAN

00 01 15 - 4

FD104-B THIRD FLOOR FIRE PROTECTION DEMOLITON PLAN

FX101-B BASEMENT FIRE PROTECTION PLAN

FX102-B FIRST FLOOR FIRE PROTECTION PLAN

FX103-B SECOND FLOOR FIRE PROTECTION PLAN

FX104-B THIRD FLOOR FIRE PROTECTION PLAN

FX105-B PENTHOUSE FLOOR FIRE PROTECTION PLAN

FX501-B FIRE PROTECTION DETAILS

GENERAL INFORMATIONAL

GI001-B-II COVER SHEET, DRAWING INDEX, AND PROJECT

INFORMATION VOL II

PLUMBING

PL001-B GENERAL NOTES, LEGENDS, & SCHEDULES

PS101-B PLUMBING SITE PLAN

PD102-B FIRST FLOOR DEMOLITION PLAN

PD103-B SECOND FLOOR PLUMBING DEMOLITION PLAN

PD104-B THIRD FLOOR PLUMBING DEMOLITON PLAN

PD105-B PENTHOUSE FLOOR PLUMBING DEMOLITON PLAN

PL101-B BASEMENT FLOOR DOMESTIC WATER PLAN

PL102-B FIRST FLOOR DOMESTIC WATER PLAN

PL103-B SECOND FLOOR DOMESTIC WATER PLAN

PL104-B SECOND FLOOR FILTRATION WATER PLAN

PL202-B FIRST FLOOR SANITARY PLAN

PL203-B SECOND FLOOR SANITARY SEWER PLAN

PL204-B THIRD FLOOR SANITARY SEWER PLAN

PL205-B PENTHOUSE FLOOR SANITARY SEWER PLAN

PG102-B FIRST FLOOR COMPRESSED AIR PLAN

PG103-B SECOND FLOOR COMPRESSED AIR PLANS

PL401-B ENLARGED PLUMBING PLANS

PL402-B ENLARGED PLUMBING PLANS

PL501-B PLUMBING DETAILS

PL502-B PLUMBING DETAILS

PL701-B PLUMBING ISOMETRICS

PL702-B PLUMBING ISOMETRICS

PL703-B PLUMBING ISOMETRICS

MECHANICAL

00 01 15 - 5

MH001-B GENERAL NOTES & LEGENDS

MD101-B FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD102-B FIRST FLOOR MECHANICAL PRE-TAB AREA

MD103-B SECOND FLOOR MECHANICAL DEMOLITION PLAN

MD104-B THIRD FLOOR MECHANICAL DEMOLITION PLAN

MD105-B ROOF MECHANICAL DEMOLITION PLAN

MH101-B FIRST FLOOR DUCTWORK PLAN PRE-TAB

MH102-B SECOND FLOOR DUCTWORK PLAN

MH103-B THIRD FLOOR DUCTWORK PLAN

MH104-B ROOF MECHANICAL PLAN

MH105-B MOBILE SPS COMPLEX MECHANICAL FLOOR PLAN

MP101-B BASEMENT MECHANICAL PIPING PLAN

MP102-B FIRST FLOOR MECHANICAL PIPING PLAN

MP103-B SECOND FLOOR MECHANICAL PIPING PLAN

MH203-B SECOND FLOOR AIRFLOW DIAGRAM PLAN

MH301-B MECHANICAL SECTIONS

MH401-B ENLARGED MECHANICAL TEMP ROOM PLANS

MH402-B ENLARGED MECHANICAL ROOM PLANS

MH501-B DETAILS

MH502-B DETAILS

MH503-B DETAILS

MH504-B DETAILS

MH601-B SCHEDULES

MH602-B SCHEDULES

MI701-B CONTROLS SCHEMATICS AND CONTROL POINTS

MI702-B CONTROLS SCHEMATICS AND CONTROL POINTS

MI703-B CONTROLS SCHEMATICS AND CONTROL POINTS

MI704-B CONTROLS SCHEMATICS AND CONTROL POINTS

MI706-B CONTROLS SCHEMATICS

ELECTRICAL

EG001-B GENERAL NOTES AND SCHEDULES

ES101-B SITE PLAN - ELECTRICAL

ED101-B BASEMENT FLOOR - DEMOLITION PLAN

ED102-B FIRST FLOOR - DEMOLITION PLAN

ED103-B SECOND FLOOR - DEMOLITION PLAN

ED104-B THIRD FLOOR - DEMOLITION PLAN

ED105-B ROOF PLAN - DEMOLITION PLAN

EL102-B FIRST FLOOR - LIGHTING PLAN

00 01 15 - 6

EL103-B SECOND FLOOR - LIGHTING PLAN

EL104-B THIRD FLOOR - LIGHTING PLAN

EL105-B ROOF PLAN - LIGHTING

EL106-B MOBILE SPS COMPLEX - LIGHTING PLAN

EP101-B BASEMENT FLOOR - POWER PLAN

EP102-B FIRST FLOOR - POWER PLAN

EP103-B SECOND FLOOR - POWER PLAN

EP104-B THIRD FLOOR – POWER PLAN

EP105-B ROOF PLAN - POWER

EP106-B MOBILE SPS COMPLEX - POWER PLAN

EP107 BUILDING 26 AND 29 – POWER PLAN

EY102-B FIRST FLOOR - SYSTEMS PLAN

EY103-B SECOND FLOOR - SYSTEMS PLAN

EY106-B MOBILE SPS COMPLEX - SYSTEMS PLAN

EE501-B ELECTRICAL DETAILS

EE502-B ELECTRICAL DETAILS

EE503-B ELECTRICAL DETAILS

EE601-B ELECTRICAL ONE-LINE DIAGRAMS

EE701-B ELECTRICAL EQUIPMENT SCHEDULE

EE702-B PANEL SCHEDULES

VENDOR

V101-B STERIS - EQUIPMENT LAYOUT

V102-B STERIS - FLOOR SINK LOCATION PLAN

V103-B STERIS - FINISHED WALL OPENING ELEVATIONS

V104-B STERIS - DOSING SYSTEM PLAN AND DETAILS

V105-B STERIS - NETWORK REQUIREMENT PLAN

V106-B STERIS - EQUIPMENT SCHEDULE

V107-B MMIC - MSPS STANDARD UNIT LAYOUT

V108-B MMIC - MSPS PROCESS FLOW DIAGRAM

V109-B MMIC - MSPS ROOM PRESSURE DIAGRAM

V110-B MMIC - MSPS CURB-SIDE UTILITY CONNECTIONS

V111-B MMIC - MSPS ROAD-SIDE UTILITY CONNECTIONS

V112-B MMIC - MSPS FRONT & REAR UTILITY CONNECTIONS

V113-B MMIC - MSPS ELECTRICAL PANEL SCHEDULES

V114-B MMIC - MSPS REQUIREMENTS - PART 1

V115-B MMIC - MSPS REQUIREMENTS - PART 2

V116-B MMIC - MEPS UNIT EQUIPMENT LAYOUT

V117-B MMIC - MEPS CURB-SIDE ELEVATION

00 01 15 - 7

V118-B MMIC - MEPS FRONT ELEVATION

V119-B MMIC - MEPS REAR ELEVATION

V120-B MMIC - MEPS REQUIREMENTS - PART 1

V121-B MMIC - MEPS REQUIREMENTS - PART 2

V122-B MMIC - MSSU LAYOUT

V123-B MMIC - MSSU CURB-SIDE ELEVATION

V124-B MMIC - MSSU ROAD-SIDE ELEVATION 1

V125-B MMIC - MSSU ROAD-SIDE ELEVATION 2

V126-B MMIC - MSSU FRONT ELEVATION 1

V127-B MMIC - MSSU FRONT ELEVATION 2

V128-B MMIC - MSSU REAR ELEVATION 1

V129-B MMIC - MSSU REAR ELEVATION 2

V130-B MMIC - MSSU REQUIREMENTS

V131-B MATOT - CART LIFT PLANS AND ELEVATION

V132-B EVOQUA – VSPD SYSTEM

- - - E N D - - -

10-01-17

01 00 00 - 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SAFETY REQUIREMENTS

Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.

1.2 GENERAL INTENTION

A. Contractor must completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for the Renovation of the SPS project on the second floor as well as affected spaces directly above and below on the third and first floor, as required by drawings and specifications. Also, the Contractor must construct temporary structures and exterior pads for mobile sterile processing service

(SPS) and logistics trailers. Finally, the Contractor must furnish labor and materials to construct a new cart lift within the existing cart lift shaft. For all this work, plus additional work shown in drawings and specifications, the Contractor must furnish all management, supervision, labor, material, equipment, tools, supplies, parts, and related services, in accordance with Statement of Work

(SOW), drawings, and specifications to be a complete and working system. Electronic copies of drawings and specifications to this work will be furnished by VA upon Contractor’s written request to the

Contracting Officer (CO) or Contracting Officer’s Representative. Hard copies of Statement of Work (SOW), Drawings, and Specifications are

Contractor’s responsibility and expense. Contractor is responsible to verify existing and new dimensions, locations, measurements, and quantities. This project is located on the Main Campus of the Veterans

Healthcare System of the Ozarks (VHSO) at 1100 North College Avenue, Fayetteville, AR, USA.

B. Visits to the site by Bidders may be made only by appointment with the

Medical Center Contracting Officer and Contracting Officer’s

Representative.

C. Offices of Harrell Design Group, PC, as Architect-Engineers, will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government

01 00 00 - 2 without affirmations by Contracting Officer or Contracting Officer’s

Representative or duly authorized representative.

D. All employees of General Contractor and Subcontractors must comply with

VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.

1.3 STATEMENT OF BID ITEM(S)"SEE SF1442"

A. ITEM 1; GENERAL CONSTRUCTION: Work includes general construction, alterations, necessary demolition and construction and certain other items. See drawings and specifications for base bid work.

B. ITEM 2; DEDUCT ALTERNATE 1: Complete all base bid work except delete all work associated with the demolition of concrete pads and supporting exterior work for mobile SPS and Logistics trailers.

C. ITEM 3; DEDUCT ALTERNATE 2: Complete all base bid work except delete all work scoped in Deduct Alternate 1 and delete all work associated with the demolition of the new, temporary walkway structure leading from the existing, enclosed, permanent walkway to the mobile SPS and

Logistics trailers.

1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at Contractor's expense.

1.5 CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.

2. The General Contractor is responsible for assuring that all

Subcontractors working on the project and their employees also comply with these regulations.

B. Security Procedures:

1. General Contractor’s employees must not enter the project site without appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site.

2. Before starting work the General Contractor must give one week’s notice to the Contracting Officer or Contracting Officer’s

Representative so that security arrangements can be provided for the

VHAHOUAllisM Cross-Out

01 00 00 - 3 employees. This notice is separate from any notices required for utility shutdown described later in this section.

3. No photography of VA premises is allowed without written permission of the Contracting Officer or Contracting Officer’s Representative.

4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor may return to the site only with the written approval of the Contracting Officer or Contracting Officer’s Representative.

C. Key Control:

1. The General Contractor must provide duplicate keys and lock combinations to the Contracting Officer’s Representative (COR) or

Contracting Officer’s Representative for the purpose of security inspections of every area of project including tool boxes and parked machines and take any emergency action.

2. The General Contractor must turn over all permanent lock cylinders to the VA locksmith for permanent installation. See Section 08 71

00, DOOR HARDWARE and coordinate.

D. Document Control:

1. Before starting any work, the General Contractor/Subcontractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of

“sensitive information”.

2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.

3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.

Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the Contracting Officer or Contracting Officer’s

Representative upon request.

4. These security documents must not be removed or transmitted from the project site without the written approval of Contracting Officer or

Contracting Officer’s Representative.

5. All paper waste or electronic media such as CD’s and diskettes must be shredded and destroyed in a manner acceptable to the VA.

01 00 00 - 4

6. Notify Contracting Officer, Contracting Officer’s Representative, and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.

7. All electronic information must be stored in specified location following VA standards and procedures using an Engineering Document

Management Software (EDMS).

a. Security, access and maintenance of all project drawings, both scanned and electronic must be performed and tracked through the

EDMS system.

b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.

E. Motor Vehicle Restrictions

1. Vehicle authorization request shall be required for any vehicle entering the site and such request must be submitted 24 hours before the date and time of access. Access must be restricted to picking up and dropping off materials and supplies.

2. A limited number of (2 to 5) permits shall be issued for General

Contractor and its employees for parking in designated areas only.

1.6 OPERATIONS AND STORAGE AREAS

A. The Contractor must confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer or Contracting Officer’s Representative. The

Contractor must hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the

Contractor's performance.

B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the

Contracting Officer or Contracting Officer’s Representative and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the

Contractor at its expense upon completion of the work. With the written consent of the Contracting Officer or Contracting Officer’s

Representative, the buildings and utilities may be abandoned and need not be removed.

C. The Contractor must, under regulations prescribed by the Contracting

Officer or Contracting Officer’s Representative, use only established

01 00 00 - 5 roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting Officer or Contracting Officer’s

Representative. When materials are transported in prosecuting the work, vehicles must not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor must protect them from damage. The Contractor must repair or pay for the repair of any damaged curbs, sidewalks, or roads.

(FAR 52.236-10)

D. Working space and space available for storing materials shall be as determined by the COR.

E. Workmen are subject to rules of Medical Center applicable to their conduct.

F. Execute work to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the building structure, are not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by COR where required by limited working space.

1. Do not store materials and equipment in other than assigned areas.

2. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by Department of

Veterans Affairs in quantities sufficient for not more than two work days. Provide unobstructed access to Medical Center areas required to remain in operation.

3. Where access by Medical Center personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements.

G. Utilities Services: Where necessary to cut existing pipes, electrical wires, conduits, cables, etc., of utility services, or of fire protection systems or communications systems (except telephone), they must be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR. All such actions must be coordinated with the COR:

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1. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.

H. Phasing:

The Medical Center must maintain its operation 24 hours a day 7 days a week. Therefore, any interruption in service must be scheduled and coordinated with the COR to ensure that no lapses in operation occur. It is the Contractor’s responsibility to develop a work plan and schedule detailing, at a minimum, the procedures to be employed, the equipment and materials to be used, the interim life safety measure to be used during the work, and a schedule defining the duration of the work with milestone subtasks.

To ensure such executions, Contractor must furnish the COR with a schedule of approximate phasing dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor must notify the COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such phasing dates to ensure accomplishment of this work in successive phases as indicated on the drawings.

I. All existing buildings will be occupied during performance of work.

Contractor must take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Medical Centers operations will not be hindered. Contractor shall permit access to Department of Veterans

Affairs personnel and patients through other construction areas which serve as routes of access to such affected areas and equipment. These routes whether access or egress must be isolated from the construction area by temporary partitions and have walking surfaces, lighting etc.

to facilitate patient and staff access. Coordinate alteration work in areas occupied by Department of Veterans Affairs so that Medical Center operations will continue during the construction period.

J. When a building portion and/or construction site is turned over to

Contractor, Contractor must accept entire responsibility including upkeep and maintenance therefore:

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1. Contractor must maintain a minimum temperature of 65 degrees F at all times and a maximum of 75 degrees F at all times, except as otherwise specified.

2. Contractor must maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, Contractor must arrange pre-inspection of site with Fire

Department or Company (Department of Veterans Affairs or municipal) whichever will be required to respond to an alarm from Contractor's employee or watchman.

K. Utilities Services: Maintain existing utility services for Medical

Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services.

Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they must be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR.

1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of COR. Electrical work must be accomplished with all affected circuits or equipment de-energized.

When an electrical outage cannot be accomplished, work on any energized circuits or equipment must not commence without a detailed work plan, the Medical Center Director’s prior knowledge and written approval. Refer to specification Sections 26 05 11, REQUIREMENTS FOR

ELECTRICAL INSTALLATIONS for additional requirements.

2. Contractor must submit a request to interrupt any such services to

COR, in writing, 7 days in advance of proposed interruption. Request must state reason, date, exact time of, and approximate duration of such interruption.

3. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of Medical Center. Interruption time approved by Medical Center may occur at other than Contractor's normal working hours.

4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and must be performed as directed by the COR.

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5. In case of a contract construction emergency, service will be interrupted on approval of COR. Such approval will be confirmed in writing as soon as practical.

6. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.

L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to be abandoned but are not required to be entirely removed, must be sealed, capped or plugged at the main, branch or panel they originate from. The lines must not be capped in finished areas, but must be removed and sealed, capped or plugged in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces. All existing and new hangers, supports, and appurtenances that will not be used in the final construction must be entirely removed.

M. To minimize interference of construction activities with flow of

Medical Center traffic, comply with the following:

1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR.

N. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.

1.7 ALTERATIONS

A. Survey: Before any work is started, the Contractor must make a thorough survey with the Contracting Officer’s Representative of areas of building in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by all three, to the

Contracting Officer or Contracting Officer’s Representative. This report shall list by rooms and spaces:

1. Existing condition and types of resilient flooring, doors, windows, walls and other surfaces not required to be altered throughout affected areas of building.

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2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.

3. Must note any discrepancies between drawings and existing conditions at site.

4. Must designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and COR.

B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of COR, to be in such condition that their use is impossible or impractical, must be furnished and/or replaced by Contractor with new items in accordance with specifications which will be furnished by Government.

Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR

52.243-4 and VAAR 852.236-88).

C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COR together shall make a thorough re-survey of the areas of buildings involved. They must furnish a report on conditions then existing, of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report:

1. Re-survey report must also list any damage caused by Contractor to such flooring and other surfaces, despite protection measures; and, will form basis for determining extent of repair work required of

Contractor to restore damage caused by Contractor's workmen in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Wherever existing roof surfaces are disturbed they must be protected against water infiltration. In case of leaks, they must be repaired immediately upon discovery.

2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled and equipment moved and/or relocated.

3. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, 01 00 00 - 10 floor surfaces that are to remain in place must be adequately protected prior to starting work, and this protection must be maintained intact until all work in the area is completed.

1.8 DISPOSAL AND RETENTION

A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, must be disposed of as follows:

1. Reserved items which are to remain property of the Government are identified by attached tags as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by COR.

2. Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center at Contractor’s expense.

3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.

1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS

A. The Contractor must preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor must only remove trees when specifically authorized to do so, and must avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor must trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer or

Contracting Officer’s Representative.

B. The Contractor must 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

01 00 00 - 11 the Contractor. The Contractor must repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the

Contractor fails or refuses to repair the damage promptly, the

Contracting Officer or Contracting Officer’s Representative may have the necessary work performed and charge the cost to the Contractor.

(FAR 52.236-9)

C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and

"Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

D. Refer to FAR clause 52.236-7, "Permits and Responsibilities," which is included in General Conditions. A National Pollutant Discharge

Elimination System (NPDES) permit is required for this project. The

Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. VA will make the permit application available at the (appropriate medical center) office. The apparent low bidder, contractor and affected

Subcontractors must furnish all information and certifications that are required to comply with the permit process and permit requirements.

Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the

Contractor's method of operations and operations planning and the

Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:

- Designating areas for equipment maintenance and repair;

- Providing waste receptacles at convenient locations and provide regular collection of wastes;

- Locating equipment wash down areas on site, and provide appropriate control of wash-waters;

- Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and

- Providing adequately maintained sanitary facilities.

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1.10 RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the

COR. Existing work to be altered or extended and that is found to be defective in any way, must be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, must conform in type and quality to that of original existing construction, except as otherwise shown or specified. Do not cut or drill through joists, beams, stems, and columns. Prior to coring concrete slabs, perform ground penetrating radar surveying to detect existing rebar and conduit in concrete slabs, to avoid drilling into reinforcement.

B. Upon completion of contract, deliver work complete and undamaged.

Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, must be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

C. At Contractor's own expense, Contractor must immediately restore to service and repair any damage caused by Contractor's workmen to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone) which are not scheduled for discontinuance or abandonment.

D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES"

(FAR 52.243-4 and VAAR 852.236-88) and "DIFFERING SITE CONDITIONS" (FAR

52.236-2).

1.11 PHYSICAL DATA – SOIL CONDITIONS

A. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

B. Government does not guarantee that deleterious materials will not be encountered, nor that proportions, conditions or character of several materials will not vary from soil conditions indicated on the drawings.

Bidders are expected to examine the site of work and, after investigation, decide for themselves the character of materials and make their bids accordingly. Upon proper application to the Department

01 00 00 - 13 of Veterans Affairs, bidders will be permitted to make subsurface explorations of their own at site.

1.12 PROFESSIONAL SURVEYING SERVICES

A. A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections.

B. The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

C. The land surveyor shall include ground penetrating radar for determining the location and depth of underground utilities. This information shall be included on the survey.

1.13 LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines and benchmarks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The

Contractor shall furnish, at the Contractor’s own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them.

If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

(FAR 52.236-17)

B. Establish and plainly mark center lines for each building and corner of column lines and/or addition to each existing building, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, sidewalks, and pads are in accordance with lines and elevations shown on contract drawings.

C. Following completion of general mass excavation and before any other permanent work is performed, establish and plainly mark (through use of appropriate batter boards or other means) sufficient additional survey

01 00 00 - 14 control points or system of points as may be necessary to assure proper alignment, orientation, and grade of all major features of work. Survey shall include, but not be limited to, location of lines and grades of footings, exterior walls, center lines of columns in both directions, major utilities and elevations of floor slabs:

1. Such additional survey control points or system of points thus established shall be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the COR before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.

D. During progress of work, and particularly as work progresses on the concrete trailer pads, Contractor shall have line grades and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings. Furnish such certification to the COR before any major items of concrete work are placed. In addition, Contractor shall also furnish to the COR certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.

1. Lines of each building and/or addition.

2. Elevations of bottoms of footings and tops of floors of each building and/or addition.

3. Lines and elevations of sewers and of all outside, underground distribution systems.

E. Upon completion of the work, the Contractor shall furnish the COR one electronic copy and reproducible drawings at the scale of the contract drawings. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.

F. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of

Article "Professional Surveying Services".

1.14 AS-BUILT DRAWINGS

A. The Contractor must maintain two full size sets of as-built drawings which will be kept current during construction of the project, to include all contract changes, modifications and clarifications.

01 00 00 - 15

B. All variations must be shown in the same general detail as used in the contract drawings. To ensure compliance, as-built drawings must be made available for the COR review, as often as requested.

C. Contractor must deliver two approved completed sets of “as-built” drawings in electronic versions of scanned PDF’s and editable AutoCad files to the COR within 15 calendar days after each completed phase and after the acceptance of the project by the COR.

D. Paragraphs A, B, & C also applies to all shop drawings.

E. Prior to project close out, Contractor to furnish “As Built” drawings to include (but is not limited to) electrical, plumbing, mechanical, and architectural.

1.15 USE OF ROADWAYS

A. For hauling, use only established public roads and roads on Medical

Center property and, when authorized by the COR, such temporary roads which are necessary in the performance of contract work. Temporary roads must be constructed and restoration performed by the Contractor at Contractor's expense. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.

B. When new permanent roads are to be a part of this contract, Contractor may construct them immediately for use to facilitate building operations. These roads may be used by all who have business thereon within zone of building operations.

C. When certain buildings (or parts of certain buildings) are required to be completed in advance of general date of completion, all roads leading thereto must be completed and available for use at time set for completion of such buildings or parts thereof.

1.16 COR'S FIELD OFFICE - NOT USED

1.17 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

A. Use of new installed mechanical and electrical equipment to provide heat, ventilation, plumbing, light and power will be permitted subject to written approval and compliance with the following provisions:

1. Permission to use each unit or system must be given by COR in writing. If the equipment is not installed and maintained in accordance with the written agreement and following provisions, the

COR will withdraw permission for use of the equipment.

2. Electrical installations used by the equipment must be completed in accordance with the drawings and specifications to prevent damage to

01 00 00 - 16 the…