VA STRATTON 100_ SPECIFICATIONS.pdf

SAMUEL S. STRATTON

VA MEDICAL CENTER, ALBANY, NY

DESIGN NEW EMERGENCY DEPARTMENT

VA #: 528-809

100% FOR BID

SPECIFICATIONS

Prepared By:

John D. Fellenzer, P.E.

Fellenzer Engineering, LLP

22 Mulberry Street, Suite 2A

Middletown, NY 10940

845-343-1481

March 18, 2022

SAMUEL S. STRATTON VA MEDICAL CENTER

DESIGN NEW EMERGENCY DEPARTMENT

VA PROJECT NO. 528-809

01-01-21

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS – March 18, 2022

Section 00 01 10

SECTION NO. DIVISION AND SECTION TITLES DATE

DIVISION 00 - SPECIAL SECTIONS

00 01 15 List of Drawing Sheets 05-20

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 01-21

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

01 35 26 Safety Requirements 07-20

01 42 19 Reference Standards 11-20

01 45 00 Quality Control 02-21

01 45 29 Testing Laboratory Services 11-18

01 45 35 Special Inspections 03-19

01 57 19 Temporary Environmental Controls 01-21

01 58 16 Temporary Interior Signage 07-15

01 74 19 Construction Waste Management 01-21

01 91 00 General Commissioning Requirements 10-15

DIVISION 02 – EXISTING CONDITIONS

02 21 13 Site Surveys 01-21

02 41 00 Demolition 08-17

02 82 11 Traditional Asbestos Abatement 01-21

02 82 13.13 Glovebag Asbestos Abatement 01-21

02 82 13.19 Asbestos Floor Tile and Mastic Abatement 01-21

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete 01-21

03 30 20 Concrete Slab on Grade 01-21

03 20 25 Concrete Slab on Metal Deck 01-25

DIVISION 04 – MASONRY

04 05 13 Masonry Mortaring 10-17

04 05 16 Masonry Grouting 01-21

04 20 00 Unit Masonry 08-17

04 72 00 Cast Stone Masonry 01-21

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18

05 31 00 Steel Decking 01-21

05 36 00 Composite Metal Decking 01-21

VA PROJECT NO. 528-809

01-01-21

00 01 10-2

SECTION NO. DIVISION AND SECTION TITLES DATE

05 40 00 Cold-Formed Metal Framing 01-21

05 50 00 Metal Fabrications 08-18

05 51 00 Metal Stairs 01-21

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-17

06 16 63 Cementitious Sheathing 01-21

06 20 00 Finish Carpentry 01-21

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 Thermal Insulation 01-21

07 22 00 Roof and Deck Insulation 01-21

07 27 26 Fluid-Applied Membrane Air Barrier, Vapor Permeable 01-21

07 40 00 Roofing and Siding Panels 01-21

07 54 23 Thermoplastic Polyolefin (TPO) Roofing 01-21

07 60 00 Flashing and Sheet Metal 01-21

07 71 00 Roof Specialties 01-21

07 72 00 Roof Accessories 01-21

07 81 00 Applied Fireproofing 10-17

07 84 00 Firestopping 01-21

07 92 00 Joint Sealants 10-17

07 95 13 Expansion Joint Cover Assemblies 01-21

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 01-21

08 14 00 Interior Wood Doors 01-21

08 31 13 Access Doors and Frames 01-21

08 32 13 ICU Sliding Glass Doors 01-21

08 34 53 Security Doors and Frames 01-21

08 41 13 Aluminum-Framed Entrances and Storefronts 01-21

08 44 13 Glazed Aluminum Curtain Walls 04-20

08 51 13 Aluminum Windows 01-21

08 56 53 Blast Resistant Windows 01-21

08 56 59 Service and Teller Window Units 01-21

08 71 00 Door Hardware 01-21

08 71 13 Automatic Door Operators 01-21

08 80 00 Glazing 01-21

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes 01-21

09 06 00 Schedule for Finishes 01-21

09 22 16 Non-Structural Metal Framing 06-18

09 29 00 Gypsum Board 04-20

09 30 13 Ceramic/Porcelain Tiling 01-21

09 51 00 Acoustical Ceilings 12-18

09 54 23 Linear Metal Ceilings 01-21

VA PROJECT NO. 528-809

01-01-21

00 01 10-3

SECTION NO. DIVISION AND SECTION TITLES DATE

09 65 13 Resilient Base and Accessories 01-21

09 65 16 Resilient Sheet Flooring 05-18

09 65 19 Resilient Tile Flooring 05-18

09 67 23.60 Resinous Urethane and Epoxy Mortar Flooring (RES-6A and

RES 6B)

01-21

09 68 00 Walk-Off Mat Carpet 01-21

09 91 00 Painting 01-21

09 96 59 Resinous Specialty Glazed Coating Systems for Walls, Ceilings, Wallboard, and Block CMU (RES-W1, RES-W2)

01-21

DIVISION 10 – SPECIALTIES

10 14 00 Signage 01-21

10 21 23 Cubicle Curtain Tracks 01-21

10 26 00 Wall and Door Protection 01-21

10 28 00 Toilet, Bath, and Laundry Accessories 01-21

10 44 13 Fire Extinguisher Cabinets 08-18

10 51 13 Lockers 06-14

DIVISION 11 – EQUIPMENT

11 12 00 Parking Control Equipment 01-21

11 73 00 Ceiling Mounted Patient Lift System 08-20

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades 08-17

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

13 49 00 Radiation Protection 02-16

DIVISION 14– CONVEYING EQUIPEMENT

14 92 00 Pneumatic Tube System

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 09-20

22 05 19 Meters and Gages for Plumbing Piping 09-20

22 05 23 General-Duty Valves for Plumbing Piping 09-20

VA PROJECT NO. 528-809

01-01-21

00 01 10-4

SECTION NO. DIVISION AND SECTION TITLES DATE

22 05 33 Heat Tracing for Plumbing Piping 09-20

22 07 11 Plumbing Insulation 09-19

22 08 00 Commissioning of Plumbing Systems 11-16

22 11 00 Facility Water Distribution 11-19

22 13 00 Facility Sanitary and Vent Piping 09-20

22 14 00 Facility Storm Drainage 09-15

22 40 00 Plumbing Fixtures 09-15

22 62 00 Vacuum Systems for Laboratory and Healthcare Facilities 09-15

22 63 00 Gas Systems for Laboratory and Healthcare Facilities 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 02-20

23 05 12 General Motor Requirements for HVAC and Steam

Generation Equipment

02-20

23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment

02-20

23 05 93 Testing, Adjusting, and Balancing for HVAC 02-20

23 07 11 HVAC and Boiler Plant Insulation 02-20

23 08 00 Commissioning of HVAC Systems 02-20

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

23 21 13 Hydronic Piping 02-20

23 21 23 Hydronic Pumps 02-20 23 22 13 Steam and Condensate Heating Piping 02-20

23 23 00 Refrigerant Piping 02-20

23 31 00 HVAC Ducts and Casings 02-20

23 34 00 HVAC Fans 02-20

23 36 00 Air Terminal Units 02-20

23 37 00 Air Outlets and Inlets 02-20

23 40 00 HVAC Air Cleaning Devices 03-20

23 73 00 Indoor Central-Station Air-Handling Units 03-20

23 74 13 Packaged, Outdoor, Central-Station Air-Handling Units 03-20

23 81 23 Computer-Room Air-Conditioners 03-20

23 82 00 Convection Heating and Cooling Units 03-20

23 82 16 Air Coils 03-20

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 36.26 Wireways for Radiology Equipment 01-18

26 05 41 Underground Electrical Construction 01-17

26 05 73 Overcurrent Protective Device Coordination Study 01-18

VA PROJECT NO. 528-809

01-01-21

00 01 10-5

SECTION NO. DIVISION AND SECTION TITLES DATE

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 24 13 Distribution Switchboards 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 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 55 71 Medical and Surgical Lighting Fixtures 01-18

26 56 00 Exterior Lighting 01-18

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 09-19

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 15 00 Communications Structured Cabling 01-16

27 31 31 Voice Communications Switching and Routing Equipment -

Extension

06-15

27 51 23 Intercommunications and Program Systems 06-15

27 52 23 Nurse Call and Code Blue Systems 10-18

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

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 13 53 Security Access Detection 09-11

28 16 00 Intrusion Detection System 10-11

28 23 00 Video Surveillance 09-11

28 26 00 Electronic Personal Protection System 09-11

28 31 00 Fire Detection and Alarm 10-11

28 52 31 Emergency Call System 06-15

DIVISION 31 – EARTHWORK

31 20 00 Earthwork 07-16

31 23 19 Dewatering 10-12

VA PROJECT NO. 528-809

01-01-21

00 01 10-6

SECTION NO. DIVISION AND SECTION TITLES DATE

31 63 29 Drilled Concrete Piers 01-21

DIVISION 32 – EXTERIOR IMPROVEMENTS

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

32 12 16 Asphalt Paving 09-15

32 17 23 Pavement Markings 08-16

32 31 13 Chain Link Fences and Gates 06-18

32 90 00 Planting 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

33 40 00 Storm Sewer Utilities 12-17

33 46 13 Foundation Drainage 10-11

DIVISION 34 – TRANSPORTATION

34 71 13 Passive Vehicle Barriers 04-18

DIVISION 48 – Electrical Power Generation – NOT USED

VA PROJECT NO. 528-809

05-01-20

SECTION 00 01 15 LIST OF DRAWING SHEETS Page 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

GI-001 TITLE SHEET WITH INDEX TO DRAWINGS

GI-002 ICRA, PROJECT SCHEDULE & GENERAL NOTES

1-GS-000 NOTES & LEGENDS

1-GS-001 EXISTING CONDITIONS

1-GS-002 SITE PLAN EROSION AND SEDIMENT CONTROL PLAN

1-GS-100 SITE PLAN DEMOLITION PLAN

1-GS-101 SITE PLAN CONSTRUCTION PLAN

1-GS-201 SITE PLAN UTILITIES PLAN

1-GS-301 SITE PLAN GRADING PLAN

1-GS-601 SITE PLAN LIGHTING PLAN

1-GS-701 SITE PLAN LANDSCAPING PLAN

1-GS-901 SITE PLAN DETAILS

1-GS-902 SITE PLAN DETAILS

1-GS-903 SITE PLAN DETAILS

1-GS-904 SITE PLAN DETAILS

1-GS-905 SITE PLAN DETAILS

1-GS-906 SITE PLAN DETAILS

1-HA-100 BASEMENT ASBESTOS ABATEMENT PLAN

1-AS-001 GENERAL NOTES, TYPICAL ELEVATIONS

1-AS-002 PARTITION TYPES

1-LS-100 BASEMENT LIFE SAFETY PLAN AND SCHEDULE

1-LS-100A BASEMENT LIFE SAFETY PLAN AND SCHEDULE - DEDUCT ALTERNATE 1 & 5

1-LS-101 FIRST FLOOR LIFE SAFETY PLAN AND SCHEDULE

1-AD-100 BASEMENT LEVEL DEMOLITION PLAN

1-AD-101 FIRST FLOOR DEMOLITION PLAN

SECTION 00 01 15 LIST OF DRAWING SHEETS Page 2

1-AS-100 BASEMENT FLOOR PLAN

1-AS-100A BASEMENT FLOOR PLAN - DEDUCT ALTERNATE 1 (CRAWL SPACE)

1-AS-100B BASEMENT FLOOR PLAN – DEDUCT ALTERNATE 5 (SLAB ON GRADE)

1-AS-101 FIRST FLOOR PLAN

1-AS-102 FIRST FLOOR DIMENSION PLAN

1-AS-103 ROOF PLAN

1-AS-201 BASEMENT AND FIRST FLOOR REFLECTED CEILING PLANS

1-AS-202 ENLARGED REFLECTED CEILING PLAN

1-AS-301 FIRST FLOOR FURNITURE & EQUIPMENT PLAN

1-AS-400 BUILDING SECTIONS

1-AS-401 WALL SECTIONS

1-AS-402 WALL SECTIONS

1-AS-403 WALL SECTIONS

1-AS-404 WALL SECTIONS

1-AS-405 EXTERIOR ELEVATION - NORTH AND EAST

1-AS-406 EXTERIOR ELEVATION - WEST

1-AS-407 EXTERIOR ELEVATION - SOUTH

1-AS-408 EXTERIOR ELEVATIONS - ENLARGED

1-AS-501 ENLARGED FLOOR PLANS

1-AS-502 ENLARGED FLOOR PLANS

1-AS-503 ENLARGED FLOOR PLANS

1-AS-504 ENLARGED FLOOR PLANS

1-AS-601 INTERIOR ELEVATIONS

1-AS-602 INTERIOR ELEVATIONS

1-AS-603 INTERIOR ELEVATIONS

1-AS-604 INTERIOR ELEVATIONS

1-AS-605 INTERIOR ELEVATIONS

1-AS-701 VERTICAL CIRCULATION PLANS & SECTIONS

SECTION 00 01 15 LIST OF DRAWING SHEETS Page 3

1-AS-702 VERTICAL CIRCULATION

1-AS-703 VERTICAL CIRCULATION – EXTERIOR STAIRS

1-AS-801 ROOF DETAILS

1-AS-802 EXTERIOR PLAN DETAILS

1-AS-803 EXTERIOR PLAN DETAILS

1-AS-804 EXTERIOR SECTION DETAILS

1-AS-805 EXTERIOR SECTION DETAILS

1-AS-806 INTERIOR DETAILS

1-AS-901 DOOR SCHEDULE AND DETAILS

1-AS-902 WINDOW SCHEDULES AND DETAILS

1-AS-903 ROOM FINISH SCHEDULE

1-AS-904 FIRST FLOOR WALL PROTECTION PLAN

1-AS-905 FIRST FLOOR FINISH PLAN

1-AS-906 WALL FINISH PLAN

1-AS-907 BASEMENT SIGNAGE PLAN

1-AS-908 FIRST FLOOR SIGNAGE PLAN

1-AS-910 MILLWORK SECTIONS

1-SS-001 GENERAL NOTES AND DESIGN DATA INFORMATION

1-SS-002 SCHEDULE OF SPECIAL INSPECTIONS

1-SS-100 BASEMENT FOUNDATION PLAN

1-SS-101A BASEMENT FOUNDATION PLAN - DEDUCT ALTERNATE 1 (CRAWL SPACE)

1-SS-101B BASEMENT FOUNDATION PLAN - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

1-SS-102 FIRST FLOOR FRAMING PLAN (FULL BASEMENT OR CRAWL SPACE)

1-SS-102B FIRST FLOOR FRAMING PLAN - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

1-SS-103 ROOF FRAMING PLAN

1-SS-104 AMBULANCE CANOPY & WALK-IN LOBBY ROOF FRAMING PLAN

1-SS-200 FOUNDATION DETAILS

1-SS-201 FOUNDATION DETAILS

1-SS-201B FOUNDATION DETAILS - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

SECTION 00 01 15 LIST OF DRAWING SHEETS Page 4

1-SS-202 FIRST FLOOR SLAB DETAILS AT EXISTING & MASONRY DETAILS

1-SS-203 PIER DETAILS

1-SS-204 PIER DETAILS

1-SS-205 PLATE SCHEDULES AND DETAILS AND ANCHOR ROD INFO

1-SS-300 SLAB ON DECK FRAMING DETAILS

1-SS-301 TYPICAL/MISC. FRAMING SECTIONS AND DETAILS

1-SS-302 ROOF FRAMING DETAILS

1-SS-303 MAIN ENTRANCE CANOPY AND LOBBY HIGH ROOF DETAILS

1-SS-304 BRACE FRAME ELEVATIONS

1-SS-305 BRACE FRAME CONNECTION DETAILS

1-SS-400 WALL FRAMING ELEVATIONS AND DETAILS, BLAST FRAME ELEVATIONS

1-SS-500 COLUMN SCHEDULE

1-MH-001 SYMBOLS, ABBREVIATIONS & NOTES

1-MD-100 BASEMENT LEVEL DEMOLITION PLAN

1-MD-101 FIRST FLOOR DEMOLITION PLAN

1-MH-100-SB SUB-BASEMENT LEVEL STEAM PIPING PLAN

1-MH-100 BASEMENT LEVEL HYDRONIC PIPING PLAN

1-MH-100B BASEMENT LEVEL HYDRONIC PIPING PLAN – DEDUCT ALTERNATE 5

(SLAB ON GRADE)

1-MH-101 FIRST FLOOR HYDRONIC PIPING PLAN

1-MH-101B FIRST FLOOR HYDRONIC PIPING PLAN – DEDUCT ALTERNATE 5 (SLAB ON GRADE)

1-MH-200 BASEMENT LEVEL HVAC PLAN

1-MH-201 FIRST FLOOR HVAC PLAN & DEDUCT. ALT. (SLAB ON GRADE) FIRST FLOOR

HVAC PLAN

1-MH-202 ROOF HVAC PLAN

1-MH-401 CONTROLS DIAGRAMS

1-MH-402 CONTROLS POINTS LIST

1-MH-403 CONTROLS DIAGRAMS & SEQUENCE OF OPERATIONS

1-MH-601 AHU VESTIBULE PIPING PLANS

SECTION 00 01 15 LIST OF DRAWING SHEETS Page 5

1-MH-602 AHU-ED-1 VESTIBULE PIPING SECTIONS & ELEVATIONS

1-MH-603 AHU-ED-2 VESTIBULE PIPING SECTIONS & ELEVATIONS

1-MH-701 DETAILS

1-MH-702 DETAILS

1-MH-703 DETAILS

1-MH-704 DETAILS

1-MH-705 AIR INTAKE PROTECTION DETAILS

1-MH-801 SCHEDULES

1-MH-802 SCHEDULES

1-PL-001 SYMBOLS, ABBREVIATIONS & NOTES

1-PD-100 BASEMENT LEVEL SANITARY & STORM PIPING DEMOLITION PLAN

1-PL-100 BASEMENT LEVEL SANITARY & STORM PIPING PLAN

1-PL-101 FIRST FLOOR SANITARY & STORM PIPING PLAN

1-PL-102 ROOF STORM PIPING PLAN

1-PL-200-SB SUB-BASEMENT LEVEL DOMESTIC WATER & GAS PIPING PLAN

1-PL-200 BASEMENT LEVEL DOMESTIC WATER & GAS PIPING PLAN

1-PL-200B BASEMENT LEVEL DOMESTIC WATER & GAS PIPING PLAN –

DEDUCT ALTERNATE 5 (SLAB ON GRADE)

1-PL-201 FIRST FLOOR DOMESTIC WATER & GAS PIPING PLAN

1-PL-201B FIRST FLOOR DOMESTIC WATER & GAS PIPING PLAN – DEDUCT ALTERNATE 5

(SLAB ON GRADE)

1-PL-601 RISER DIAGRAMS

1-PL-602 RISER DIAGRAMS

1-PL-602B RISER DIAGRAMS – DEDUCT ALTERNATE 5 (SLAB ON GRADE)

1-PL-701 DETAILS

1-PL-702 DETAILS

1-FX-001 SYMBOLS, ABBREVIATIONS, NOTES & DETAILS

1-FXD-101 FIRST FLOOR SPRINKLER DEMOLITION PLAN

1-FX-100 BASEMENT LEVEL SPRINKLER PLAN

SECTION 00 01 15 LIST OF DRAWING SHEETS Page 6

1-FX-101 FIRST FLOOR SPRINKLER PLAN

1-ES-001 SYMBOLS, ABBREVIATIONS & NOTES

1-ED-100 BASEMENT LEVEL DEMOLITION PLAN

1-ED-101 FIRST FLOOR DEMOLITION PLAN

1-ES-100-SB SUB-BASEMENT LEVEL DEMOLITION & NEW POWER PLANS

1-ES-100 BASEMENT LEVEL POWER PLAN

1-ES-101 FIRST FLOOR POWER PLAN

1-ES-102 ROOF POWER PLAN

1-ES-200 BASEMENT LEVEL LIGHTING PLAN

1-ES-201 FIRST FLOOR LIGHTING PLAN

1-ES-300 BASEMENT LEVEL FIRE ALARM PLAN

1-ES-301 FIRST FLOOR FIRE ALARM PLAN

1-ES-302 BASEMENT COMMUNICATION PLAN

1-ES-303 FIRST FLOOR COMMUNICATION PLAN

1-ES-401 FIRST FLOOR ENLARGED POWER AND COMMUNICATIONS PLANS

1-ES-601 ONE-LINE DIAGRAMS

1-ES-701 DETAILS

1-ES-702 DETAILS

1-ES-801 SCHEDULES

1-ES-802 SCHEDULES

VA PROJECT NO. 528-80901-01-21

01 00 00 -1

SECTION 01 00 00

GENERAL REQUIREMENTS

GENERAL

1.1 SAFETY REQUIREMENTS

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

1.2 GENERAL INTENTION

A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for construction of a New Emergency Department as required by drawings and specifications.

B. Visits to the site by Bidders may be made as documented in the formal solicitation of the Project.

C. Offices of Fellenzer Engineering LLP, 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 without affirmations by Contracting Officer or his duly authorized representative.

D. Before placement and installation of Work subject to tests by testing laboratory retained by Department of Veterans Affairs as required by the Drawings and Specifications, the Contractor shall notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection. Such prior notice shall be not less than three workdays unless otherwise designated by the COR.

E. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.

01 00 00 -2

1.3 STATEMENT OF BID ITEM(S)

A. ITEM I, GENERAL CONSTRUCTION: BASE BID: Work includes general construction, alterations, roads, walks, grading, drainage, and necessary removal of existing structures and construction and certain other items as described in the Construction Drawings, Specifications, and associated supplementary documentation. -

B. ALTERNATE NO.1: BASE BID except DELETE ALL Work and Materials required to provide a full-height basement beneath the entire ED, and PROVIDE a partial, more limited full-height basement from column line 9 east and a crawlspace west of column line – See various drawing and details named or called out as Crawl Space

Deduct Alternate 1- $_________________________

C. ALTERNATE NO.2: BASE BID except DELETE ALL Work and Materials required to provide the Pre-fabricated walkway canopy connecting the new ED entrance and the existing Main Hospital Entrance – See

Drawing 1-GS-101 - $_____________________________

D. ALTERNATE NO.3: BASE BID except DELETE ALL Work and Materials required to provide the Pneumatic tube transport system connecting he ED to Clinical Labs at the 2nd Floor above – See

Drawing 1-PL-200 and 1-PL-201 - $_____________________________

E. ALTERNATE NO.4: BASE BID except DELETE ALL Work and Materials required to install the Decontamination trailer. This includes all electrical, plumbing and mechanical connections as well as the omission of the concrete pad for placement of the trailer-

See drawing 1-GS-101 $_____________________________

F. ALTERNATE NO.5: BASE BID except DELETE ALL Work and Materials required to provide a full height basement from column line 9 west. This portion of the addition would be construction as slab on grade– See various drawings and details named or called out as

Slab On Grade Deduct Alternate 5 $_____________________________

01 00 00 -3

1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

Drawings and contract documents may be obtained from the website where the solicitation is posted, and at additional locations as may be noted in the solicitation. Additional copies will be available 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 sub-contractors working on the project and their employees also comply with these regulations.

B. Security Procedures:

1. General Contractor’s employees shall 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 shall give minimum one week’s notice to the Contracting Officer so that security arrangements can be provided for the 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. Patients and staff are not to be photographed at any time.

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.

C. Project Site:

01 00 00 -4

1. The General Contractor shall assume full responsibility and liability for security of the Project Site as defined by the

COR including materials, tools, and in-process or completed

Work.

2. The General contractor shall install and maintain secure, temporary, chain link perimeter fencing around the Project

Site as per direction of the COR. Fencing shall have gates, pedestrian access provided with non-keyed combination locks with access codes provide to the COR to allow VA emergency and/or security access.

3. Vehicular access to the Project Site is to be coordinated and approved by the COR. Access will be for loading/ unloading only, and no parking of vehicles will be permitted within the

Project Site.

D. Key Control:

1. The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative (COR) 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 shall remove all temporary construction cores at completion of the work and provide permanent lock cylinder blanks to the VA locksmith for final keying / permanent installation . See Section 08 71 00, DOOR HARDWARE and coordinate as noted.

E. Document Control:

1. Before starting any work, the General Contractor/Sub

Contractors 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.

01 00 00 -5

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 upon request.

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

Contracting Officer.

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

VA.

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

7. All electronic information shall 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 shall 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.

F. Motor Vehicle Restrictions

1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted

24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies. Parking within the Project Site is not permitted

A limited number of permits shall be issued for General

Contractor and its employees for parking in designated areas only. Contractor to coordinate with COR and VA Medical Center

Facility Manager.

01 00 00 -6

1.6 OPERATIONS AND STORAGE AREAS (FAR 52.236-10)

A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall 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 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, the buildings and utilities may be abandoned and need not be removed.

C. The Contractor shall, under regulations prescribed by the

Contracting Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting Officer. When materials are transported in prosecuting the work, vehicles shall 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 shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

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

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

F. Execute work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of

01 00 00 -7 construction materials, debris, standing construction equipment and vehicles at all times.

G. Execute work so as 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 specifically 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.

H. 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 shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR.

All such actions shall be coordinated with the COR or Utility

Company involved:

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.

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I. Phasing:

1. 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. The work to be outlined shall include, but not be limited to:

2. To ensure such executions, Contractor shall furnish the COR with a schedule of approximate dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall 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 dates to ensure accomplishment of this work in successive phases mutually agreeable to

Medical Center Director, COR and Contractor, as follows:

Phase I: General Start Phase

Phase II: Contractor Mobilization

Phase III: Excavation / Demolition

Phase IV: Construction

Phase V: Demobilization and Closeout

See Sheet 1-GS-002

J. Buildings Nos. 1-Main Hospital 1st Floor, 1-Wing B 1st Floor and

Basement, Basement Warehouse and Utility Tunnel will be continuously occupied during performance of work. Areas of Work immediately adjacent to, and impacted by the Work will be temporarily vacated as scheduled by the Phasing plans above developed in coordination with the COR.

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1. Contractor shall 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 shall 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.

2. Immediate areas of alterations not mentioned in preceding

Subparagraph 1 will be temporarily vacated while alterations are performed.

K. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, 2.1m

(seven feet) minimum height, around the construction area indicated on the drawings. Provide gates as required for access with necessary hardware, including combination locking devices

(NON-keyed.) Coordinate with COR and VA Security. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 375mm (15 inches). Bottom of fences shall extend to 25mm (one inch) above grade. Remove the fence when directed by COR.

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

Contractor, Contractor shall accept entire responsibility including ALL upkeep and maintenance therefore:

1. Contractor shall maintain a minimum temperature of 4 degrees C

(40 degrees F) at all times, except as otherwise specified.

2. Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm

01 00 00 -10 equipment, Contractor shall make arrangements for 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.

M. 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 shall 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 Chief

Engineer, and Chief of Facilities Management. Electrical work shall be accomplished with all affected circuits or equipment de-energized. When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall 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, 27 05 11 REQUIREMENTS FOR

COMMUNICATIONS INSTALLATIONS and 28 05 00, COMMON WORK RESULTS

FOR ELECTRONIC SAFETY AND SECURITY for additional requirements.

2. Contractor shall submit a request to interrupt any such services to COR, in writing, MINIMUM 7 days in advance of proposed interruption. Request shall 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

01 00 00 -11 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 shall be performed as directed by the COR.

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.

N. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, shall be removed back to their source. Those which are indicated to be abandoned but are not required to be entirely removed, shall be sealed, capped or plugged at the main, branch or panel they originate from. The lines shall not be capped in finished areas, but shall 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.

O. 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.

Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times with approval.

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

P. 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 shall make a thorough survey with the COR and a representative of VA Supply

Service, of areas of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by all three, to the Contracting Officer. 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 buildings.

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. Shall note any discrepancies between drawings and existing conditions at site.

4. Shall 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, shall 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

01 00 00 -13 modified accordingly, under provisions of clause entitled

"DIFFERING SITE CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR

52.243-4).

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 shall 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 shall 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 workers in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall 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, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall 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, shall be disposed of as follows:

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Reserved items which are to remain property of the Government are, identified by attached tags, or noted on drawings or in specifications 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

SPEC WRITER NOTE: Tailor or delete the following Article and paragraphs if the scope of work encompasses only interior work.

1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS (FAR 52.236-9)

A. The Contractor shall 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 shall only remove trees when specifically authorized to do so, and shall 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 workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

B. 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 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 may have the necessary work performed and charge the cost to the Contractor.

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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 shall 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:

1. Designating areas for equipment maintenance and repair;

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

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

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

and

5. Providing adequately maintained sanitary facilities.

1.10 RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or

01 00 00 -16 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, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

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, shall 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 shall immediately restore to service and repair any damage caused by Contractor's workers 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.

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 "DIFFERING SITE CONDITIONS"

(FAR 52.236-2).

1.11 PHYSICAL DATA – SOIL CONDITIONS

A. Data and information furnished or referred to below is for the

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

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1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by

Terracon Co, (nee’ Dente Engineering, P.C.).

(FAR 52.236-4)

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration are shown diagrammatically on drawings.

C. A copy of the soil report is bound into these Specifications, and shall be considered part of the contract documents.

D. Government does not guarantee that other materials will not be encountered nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine site of work and logs of borings; and, after investigation, decide for themselves character of materials and make their bids accordingly. Upon proper application to Department 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. 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.

1.13 LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines and bench marks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, 01 00 00 -18 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 addition, roads, parking lots, and 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 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.

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D. During progress of work, and particularly as work progresses from floor to floor, 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 distribution systems.

4. Lines and elevations of roads, streets and parking lots.

E. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing bearing the registered land surveyor or registered civil engineer seal, and forward these drawings upon completion of work to COR.

F. Upon completion of the work, the Contractor shall furnish the COR one electronic copy and reproducible drawings at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work, including fifty foot stationing along new road centerlines. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.

G. 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".

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1.14 AS-BUILT DRAWINGS

A. The contractor shall 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…