36C10F18R0473-021.pdf

Renovate Building 86 Jonathan M. Wainwright Memorial

VA Medical Center Walla Walla, Washington

Specifications Volume I

Department of Veteran Affairs

Project Number 687-400

Submittal

DEPARTMENT OF VETERANS AFFAIRS

RENOVATE BUILDING 86

JONATHAN M. WAINWRIGHT MEMORIAL VA MEDICAL CENTER

PROJECT 687-400

SUBMITTAL –

TABLE OF CONTENTS

Section 00 01 10

Volume 1

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 15 List of Drawing Sheets 09-11

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 01-13

01 32 16.16 Network Analysis Schedules (Design Build Only) 01 33 23 Shop Drawings, Product Data, and Samples 11-08

01 35 26 Safety Requirements

01 42 19 Reference Standards 09-11

01 45 00.00

Quality Control

01 45 29 Testing Laboratory Services 10-12

01 57 19 Temporary Environmental Controls 01-11

01 58 16 Temporary Interior Signage 08-11

01 74 19 Construction Waste Management 05-12

01 78 00 Closeout Submittals

01 78 23 Operation and Maintenance Data

01 81 13 Sustainable Design Requirements 02-13

01 91 00 General Commissioning Requirements 05-11

DIVISION 02 – EXISTING CONDITIONS

02 21 00 Site Surveys 08-11

02 41 00 Demolition 06-10

02 82 11 Traditional Asbestos Abatement 07-11

02 82 13.13 Glovebag Asbestos Abatement 07-11

02 82 13.19 Asbestos Floor Tile and Mastic Abatement 07-11

02 83 33.13 Lead-Based Paint Removal and Disposal 08-11

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete 10-01

03 37 13 Shotcrete 09-11

DIVISION 04 – MASONRY

04 01 20 Masonry Restoration 02-13

04 05 13 Masonry Mortaring 09-11

04 05 15 Masonry Re-Pointing 02-13

04 05 16 Masonry Grouting 09-11

04 20 00 Unit Masonry 05-12

10-16

02-01-13

00 01 10-2

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-12

05 21 00 Steel Joist Framing 03-10

05 40 00 Cold-Formed Metal Framing 07-11

05 50 00 Metal Fabrications 09-11

DIVISION 06 – WOOD,PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 09-11

06 20 00 Finish Carpentry 05-10

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 08 00 Facility Exterior Closure Commissioning 07-10

07 11 13 Bituminous Damp proofing 05-12

07 13 00 Sheet Waterproofing 06-10

07 21 13 Thermal Insulation 03-09

07 22 00 Roof and Deck Insulation 10-10

07 31 13 Asphalt Roofing

07 31 26 Slate Shingles 10-08

07 54 23 Thermoplastic Polyolefin (TPO) Roofing 01-13

07 60 00 Flashing and Sheet Metal 10-10

07 71 00 Roof Specialties 10-11

07 72 00 Roof Accessories

07 81 00 Applied Fireproofing 11-11

07 84 00 Firestopping 10-11

07 92 00 Joint Sealants 12-11

07 95 13 Expansion Joint Cover Assemblies 10-11

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 01-13

08 14 00 Interior Wood Doors 10-12

08 14 33 Exterior Entry Wood Doors 02-13

08 31 13 Access Doors and Frames 10-11

08 33 00 Coiling Doors and Grilles 10-11

08 33 13 Coiling Counter Doors 10-11

08 34 53 Security Doors and Frames 12-09

08 51 13 Blast mitigation operable aluminum windows 11-12

08 51 13.11 Steel Windows

08 52 00 Wood Window Restoration 02-13

08 56 19 Pass Windows 10-11

08 56 53 Blast Resistant Windows 05-12

08 56 66 Detention Window Screens 10-11

08 71 00 Door Hardware 09-11

08 71 13 Automatic Door Operators 12-09

08 80 00 Glazing 10-12

08 90 00 Louvers and Vents 10-11

DIVISION 09 – FINISHES

09 06 00 Finishes 07-15

09 06 00 Schedule for Finishes 10-11

09 22 16 Non-Structural Metal Framing 07-10

02-01-13

00 01 10-3

09 23 00 Gypsum Plastering 10-11

09 26 00 Veneer Plastering 10-11

09 29 00 Gypsum Board 02-13

09 30 13 Ceramic/Porcelain Tiling 05-12

09 51 00 Acoustical Ceilings 10-10

09 65 13 Resilient Base and Accessories 10-11

09 65 16 Resilient Sheet Flooring 07-10

09 65 19 Resilient Tile Flooring 03-11

09 66 13 Portland Cement Terrazzo Flooring 10-11

09 66 16 Terrazzo Floor Tile 10-11

09 67 23.30 Resinous (Epoxy Resin Composition)Mortar Flooring (RES-

3)

05-11

09 67 23.60 Resinous (Urethane and Epoxy Mortar) Flooring (RES-6) 05-11

09 68 00 Carpeting 10-11

09 72 16 Vinyl-Coated Fabric Wall Covering 11-11

09 72 31 Polypropylene Fabric Wall Covering 11-11

09 91 00 Painting 04-09

JONATHAN M. WAINWRIGHT SECTION 00 01 15

MEMORIAL VA MEDICAL CENTER LIST OF DRAWINGS SHEETS

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00 01 15 - 1

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

Sheet Number Sheet Title

GI003 GENERAL INFORMATION & PROJECT INFORMATION

GI004 GENERAL INFORMATION & PROJECT INFORMATION

GI100 BASEMENT LIFE SAFETY PLAN

GI110 LEVEL 1 LIFE SAFETY PLAN

GI120 LEVEL 2 LIFE SAFETY PLAN

GI130 LEVEL 3 LIFE SAFETY PLAN

GI140 ATTIC LIFE SAFETY PLAN

GC001 PHASING SITE PLAN

GC100 BASEMENT PHASING & INFECTION CONTROL PLAN

GC110 LEVEL 1 PHASING AND INFECTION CONTROL PLAN

GC120 LEVEL 2 PHASING AND INFECTION CONTROL PLAN

GC130 LEVEL 3 PHASING AND INFECTION CONTROL PLAN

GC140 ATTIC PHASING AND INFECTION CONTROL PLAN

HA100 BASEMENT ASBESTOS ABATEMENT PLAN

HA101 LEVEL 1 ASBESTOS ABATEMENT PLAN

HA102 LEVEL 2 ASBESTOS ABATEMENT PLAN

HA103 LEVEL 3 ASBESTOS ABATEMENT PLAN

CS-100 EXISTING CONDITIONS PLAN

CS-101 WATER AND FIRE PROTECTION PLAN

CS-102 SITE DETAILS

LP101 LANDSCAPE PLAN

S001 SHEET LIST, ABBREVIATIONS, & LEGEND

S002 GENERAL NOTES

S003 GENERAL NOTES

S004 STRUCTURAL RETROFITS/ ADDITIONS FROM 1928-2003

S005 LOAD KEY PLANS

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SF100 FOUNDATION OVERALL FRAMING PLAN

SF110 LEVEL 1 OVERALL FLOOR FRAMING PLAN

SF120 LEVEL 2 OVERALL FLOOR FRAMING PLAN

SF130 LEVEL 3 OVERALL FLOOR FRAMING PLAN

SF140 ATTIC OVERALL SLAB FRAMING PLAN

SF141 ATTIC OVERALL OVERFRAME FRAMING PLAN

SF150 PENTHOUSE FRAMING PLAN

SF501 SHEAR WALL ELEVATIONS

SF502 SHEAR WALL ELEVATIONS

SF510 BRACE ELEVATIONS

SF601 RETROFIT CONCRETE DETAILS

SF602 RETROFIT CONCRETE DETAILS

SF610 STEEL FRAMING DETAILS

SF701 EQUIPMENT ANCHORAGE DETAILS

SF702 EQUIPMENT ANCHORAGE DETAILS

SF703 EQUIPMENT ANCHORAGE DETAILS

SF704 EQUIPMENT ANCHORAGE

SF705 EQUIPMENT ANCHORAGE

SF706 EQUIPMENT ANCHORAGE

SF801 MASONRY DETAILS

AS101 ARCHITECTURAL SITE PLAN

AS102 PHYSICAL SECURITY SITE PLAN

AD100 BASEMENT OVERALL DEMOLITION PLAN

AD102 BASEMENT DEMOLITION PLAN

AD111 LEVEL 1 DEMOLITION PLAN (NORTH)

AD112 LEVEL 1 DEMOLITION PLAN (CENTRAL)

AD113 LEVEL 1 DEMOLITION PLAN (SOUTH)

AD121 LEVEL 2 DEMOLITION PLAN (NORTH)

AD122 LEVEL 2 DEMOLITION PLAN (CENTRAL)

AD123 LEVEL 2 DEMOLITION PLAN (SOUTH)

AD131 LEVEL 3 DEMOLITION PLAN (NORTH)

AD132 LEVEL 3 DEMOLITION PLAN (CENTRAL)

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AD133

AD141

AD142

AD143

AD150

AD190

AD191

AD192

AD193

AD198

AE100

AE102

AE110

AE111

AE112

AE113

AE120

AE121

AE122

AE123

AE130

AE131

AE132

AE133

AE140

AE141

AE142

AE143

AE150

LEVEL 3 DEMOLITION PLAN (SOUTH)

ATTIC DEMOLITION PLAN (NORTH)

ATTIC DEMOLITION PLAN (CENTRAL)

ATTIC DEMOLITION PLAN (SOUTH)

ROOF DEMOLITION PLAN

BASEMENT DEMOLITION REFLECTED CEILING PLAN

LEVEL 1 DEMOLITION REFLECTED CEILING PLAN

LEVEL 2 DEMOLITION REFLECTED CEILING PLAN

LEVEL 3 DEMOLITION REFLECTED CEILING PLAN

EMERGENCY GENERATOR ENCLOSURE INFORMATION

BASEMENT OVERALL FLOOR PLAN

BASEMENT ARCHITECTURAL FLOOR PLAN

LEVEL 1 OVERALL FLOOR PLAN

LEVEL 1 ARCHITECTURAL FLOOR PLAN (NORTH)

LEVEL 1 ARCHITECTURAL FLOOR PLAN (CENTRAL)

LEVEL 1 ARCHITECTURAL FLOOR PLAN (SOUTH)

LEVEL 2 OVERALL FLOOR PLAN

LEVEL 2 ARCHITECTURAL FLOOR PLAN (NORTH)

LEVEL 2 ARCHITECTURAL FLOOR PLAN (CENTRAL)

LEVEL 2 ARCHITECTURAL FLOOR PLAN (SOUTH)

LEVEL 3 OVERALL FLOOR PLAN

LEVEL 3 ARCHITECTURAL FLOOR PLAN (NORTH)

LEVEL 3 ARCHITECTURAL FLOOR PLAN (CENTRAL)

LEVEL 3 ARCHITECTURAL FLOOR PLAN (SOUTH)

ATTIC OVERALL FLOOR PLAN

ATTIC ARCHITECTURAL FLOOR PLAN (NORTH)

ATTIC ARCHITECTURAL FLOOR PLAN (CENTRAL)

ATTIC ARCHITECTURAL FLOOR PLAN (SOUTH)

ROOF PLAN

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AE170 REFERENCE DOCUMENTATION

AE171 REFERENCE DOCUMENTATION

AE190 BASEMENT REFLECTED CEILING PLAN

AE191 LEVEL 1 REFLECTED CEILING PLAN (NORTH)

AE192 LEVEL 1 REFLECTED CEILING PLAN (CENTRAL)

AE193 LEVEL 1 REFLECTED CEILING PLAN (SOUTH)

AE194 LEVEL 2 REFLECTED CEILING PLAN (NORTH)

AE195 LEVEL 2 REFLECTED CEILING PLAN (CENTRAL)

AE196 LEVEL 2 REFLECTED CEILING PLAN (SOUTH)

AE197 LEVEL 3 REFLECTED CEILING PLAN (NORTH)

AE198 LEVEL 3 REFLECTED CEILING PLAN (CENTRAL)

AE199 LEVEL 3 REFLECTED CEILING PLAN (SOUTH)

AE201 EXTERIOR BUILDING ELEVATIONS

AE202 EXTERIOR BUILDING ELEVATIONS

AE203 EXTERIOR BUILDING ELEVATIONS

AE204 ELEC ROOM EXTERIOR ELEVATIONS

AE210 BASEMENT INTERIOR ELEVATIONS

AE211 LEVEL 1 INTERIOR ELEVATIONS

AE212 LEVEL 1 INTERIOR ELEVATIONS

AE213 LEVEL 1 INTERIOR ELEVATIONS

AE214 LEVEL 1 INTERIOR ELEVATIONS

AE215 LEVEL 1 INTERIOR ELEVATIONS

AE216 LEVEL 2 INTERIOR ELEVATIONS

AE217 LEVEL 2 INTERIOR ELEVATIONS

AE218 LEVEL 2 INTERIOR ELEVATIONS

AE219 LEVEL 2 INTERIOR ELEVATIONS

AE220 LEVEL 3 INTERIOR ELEVATIONS

AE221 LEVEL 3 INTERIOR ELEVATIONS

AE222 LEVEL 3 INTERIOR ELEVATIONS

AE223 LEVEL 3 INTERIOR ELEVATIONS

AE224 LEVEL 3 INTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE302 SECTIONS

AE303 SECTIONS

AE304 SECTIONS AND AS-BUILT DWG

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AE305 ELECTRICAL ROOM WALL SECTIONS & AS-BUILT DWG

AE401 LEVEL 1 ENLARGED FLOOR PLANS

AE402 LEVEL 1 AND BASEMENT ENLARGED FLOOR PLANS

AE403 LEVEL 2 ENLARGED FLOOR PLANS

AE404 LEVEL 3 ENLARGED FLOOR PLANS

AE405 LEVEL 3 ENLARGED FLOOR PLANS

AE406 ENLARGED CART LIFT PLANS AND SECTIONS

AE501 EXTERIOR DETAILS

AE502 EXTERIOR DETAILS

AE503 FIRE-RATED PARTITION TERMINATIONS

AE504 PARTITION DETAILS

AE505 DOOR AND RELITE FRAME DETAILS

AE506 DOOR AND RELITE FRAME DETAILS

AE508 LEAD-LINED DETAILS

AE509 BACKING PLATE SCHEDULE

AE510 CEILING DETAILS

AE511 CEILING DETAILS

AE512 CEILING DETAILS

AE515 INTERIOR DETAILS

AE516 COLUMN FURRING DETAILS

AE520 CASEWORK DETAILS

AE521 CASEWORK DETAILS

AE601 INTERIOR PARTITION TYPE SCHEDULE

AE602 INTERIOR PARTITION TYPE SCHEDULE

AE603 DOOR SCHEDULE

AE604 DOOR, FRAME, AND RELITE TYPES AND SCHEDULE

AE605 BASEMENT, LEVEL 1 AND 2 WINDOW SCHEDULE

AE606 LEVEL 3 AND ATTIC WINDOW SCHEDULE

AE607 WINDOW FRAME TYPES AND DETAILS

AE901 3D REPRESENTATIONS

AF100 BASEMENT OVERALL FINISH PLAN

AF110 LEVEL 1 OVERALL FINISH PLAN

AF120 LEVEL 2 OVERALL FINISH PLAN

AF130 LEVEL 3 OVERALL FINISH PLAN

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AF601 ROOM FINISH SCHEDULE

AG100 BASEMENT SIGNAGE PLAN

AG110 LEVEL 1 SIGNAGE PLAN

AG120 LEVEL 2 SIGNAGE PLAN

AG130 LEVEL 3 SIGNAGE PLAN

AG501 SIGNAGE DETAILS

AQH102 BASEMENT EQUIPMENT AND FURNISHINGS PLAN

AQH111 LEVEL 1 EQUIPMENT AND FURNISHINGS PLAN (NORTH)

AQH112 LEVEL 1 EQUIPMENT AND FURNISHINGS PLAN (CENTRAL)

AQH113 LEVEL 1 EQUIPMENT AND FURNISHINGS PLAN (SOUTH)

AQH121 LEVEL 2 EQUIPMENT AND FURNISHINGS PLAN (NORTH)

AQH122 LEVEL 2 EQUIPMENT AND FURNISHINGS PLAN (CENTRAL)

AQH123 LEVEL 2 EQUIPMENT AND FURNISHINGS PLAN (SOUTH)

AQH131 LEVEL 3 EQUIPMENT AND FURNISHINGS PLAN (NORTH)

AQH132 LEVEL 3 EQUIPMENT AND FURNISHINGS PLAN (CENTRAL)

AQH133 LEVEL 3 EQUIPMENT AND FURNISHINGS PLAN (SOUTH)

AQH401 ENLARGED EQUIPMENT AND FURNISHINGS PLANS

AQH402 ENLARGED EQUIPMENT AND FURNISHINGS PLANS

AQH601 EQUIPMENT AND FURNISHINGS SCHEDULE

AQH602 EQUIPMENT AND FURNISHINGS SCHEDULE

FD110 LEVEL 1 FIRE PROTECTION DEMOLITION PLAN

FD120 LEVEL 2 FIRE PROTECTION DEMOLITION PLAN

FD130 LEVEL 3 FIRE PROTECTION DEMOLITION PLAN

FA001 FIRE ALARM SYMBOLS LIST AND SHEET INDEX

FA002 FIRE ALARM SITE PLAN

FA101 BASEMENT FIRE ALARM PLAN (NORTH)

FA102 BASEMENT FIRE ALARM PLAN (CENTRAL)

FA103 BASEMENT FIRE ALARM PLAN (SOUTH)

FA111 LEVEL 1 FIRE ALARM PLAN (NORTH)

FA112 LEVEL 1 FIRE ALARM PLAN (CENTRAL)

FA113 LEVEL 1 FIRE ALARM PLAN (SOUTH)

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FA121 LEVEL 2 FIRE ALARM PLAN (NORTH)

FA122 LEVEL 2 FIRE ALARM PLAN (CENTRAL)

FA123 LEVEL 2 FIRE ALARM PLAN (SOUTH)

FA131 LEVEL 3 FIRE ALARM PLAN (NORTH)

FA132 LEVEL 3 FIRE ALARM PLAN (CENTRAL)

FA133 LEVEL 3 FIRE ALARM PLAN (SOUTH)

FA141 ATTIC FIRE ALARM PLAN (NORTH)

FA142 ATTIC FIRE ALARM PLAN (CENTRAL)

FA143 ATTIC FIRE ALARM PLAN (SOUTH)

FA501 FIRE ALARM DETAILS

FX100 BASEMENT OVERALL FIRE PROTECTION PLAN

FX110 LEVEL 1 OVERALL FIRE PROTECTION PLAN

FX120 LEVEL 2 OVERALL FIRE PROTECTION PLAN

FX130 LEVEL 3 OVERALL FIRE PROTECTION PLAN

FX140 ATTIC OVERALL FIRE PROTECTION PLAN

PD100 FOUNDATION PLUMBING DEMOLITION PLAN (CENTRAL)

PD101 BASEMENT PLUMBING DEMOLITION PLAN

PD110 LEVEL 1 PLUMBING DEMOLITION PLAN

PL001 PLUMBING SYMBOLS LISTS AND SHEET INDEX

PL100 FOUNDATION PLUMBING PLAN (CENTRAL)

PL101 BASEMENT PLUMBING PLAN (NORTH)

PL102 BASEMENT PLUMB PLAN (CENTRAL)

PL103 BASEMENT PLUMBING PLAN (SOUTH)

PL111 LEVEL 1 PLUMBING PLAN (NORTH)

PL112 LEVEL 1 PLUMBING PLAN (CENTRAL)

PL113 LEVEL 1 PLUMBING PLAN (SOUTH)

PL120 LEVEL 2 PLUMBING DEMOLITION PLAN

PL121 LEVEL 2 PLUMBING PLAN (NORTH)

PL122 LEVEL 2 PLUMBING PLAN (CENTRAL)

PL123 LEVEL 2 PLUMBING PLAN (SOUTH)

PL130 LEVEL 3 PLUMBING DEMOLITION PLAN

PL131 LEVEL 3 PLUMBING PLAN (NORTH)

BUILDING 86 RENOVATION

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PL132 LEVEL 3 PLUMBING PLAN (CENTRAL)

PL133 LEVEL 3 PLUMBING PLAN (SOUTH)

PL141 ATTIC PLUMBING PLAN (NORTH)

PL142 ATTIC PLUMBING PLAN (CENTRAL)

PL143 ATTIC PLUMBING PLAN (SOUTH)

PL150 OVERALL PLUMBING ROOF PLAN

PL501 PLUMBING DETAILS

PL601 DOMESTIC WATER RISER DIAGRAMS

PL602 DOMESTIC WATER RISER DIAGRAMS

PL603 PLUMBING RISER DIAGRAMS

PL604 PLUMBING RISER DIAGRAMS

PL605 PLUMBING RISER DIAGRAMS

PL606 PLUMBING RISER DIAGRAMS

PL610 PLUMBING SCHEDULES

M000 COVER SHEET AND SHEET INDEX

M001 MECHANICAL LEGEND & ABBREVIATIONS

M002 PHASING

MS101 MECHANICAL SITE PLAN

MD100 BASEMENT MECH DEMOLITION PLAN

MD110 LEVEL 1 MECHANICAL DEMOLITION PLAN

MD120 LEVEL 2 MECHANICAL DEMOLITION PLAN

MD130 LEVEL 3 MECHANICAL DEMOLITION PLAN

MD140 ATTIC MECHANICAL DEMOLITION PLAN

MH101 LEVEL BASEMENT HVAC PLAN (CENTRAL)

MH111 LEVEL 1 HVAC PLAN (NORTH)

MH112 LEVEL 1 HVAC PLAN (CENTRAL)

MH113 LEVEL 1 HVAC PLAN (SOUTH)

MH121 LEVEL 2 HVAC PLAN (NORTH)

MH122 LEVEL 2 HVAC PLAN (CENTRAL)

MH123 LEVEL 2 HVAC PLAN (SOUTH)

MH131 LEVEL 3 HVAC PLAN (NORTH)

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MH132 LEVEL 3 HVAC PLAN (CENTRAL)

MH133 LEVEL 3 HVAC PLAN (SOUTH)

MH141 ATTIC HVAC PLAN (NORTH)

MH142 ATTIC HVAC PLAN (CENTRAL)

MH143 ATTIC HVAC PLAN (SOUTH)

MH150 ROOF HVAC PLAN

MH301 SECTIONS - MECHANICAL

MH302 SECTIONS - MECHANICAL

MH303 SECTIONS - MECHANICAL

MH501 MECHANICAL DETAILS

MH502 MECHANICAL DETAILS

MH503 MECHANICAL DETAILS

MH504 MECHANICAL DETAILS

MH505 MECHANICAL DETAILS

MH601 MECHANICAL DIAGRAMS

MH602 MECHANICAL DIAGRAMS

MH603 MECHANICAL AIR FLOW DIAGRAM

MH604 AIRFLOW RELATIONSHIP DIAGRAM

MH610 MECHANICAL SCHEDULES

MH611 MECHANICAL SCHEDULES

MH612 MECHANICAL SCHEDULES

MH613 MECHANICAL SCHEDULES

MH614 MECHANICAL SCHEDULES

MH615 MECHANICAL SCHEDULES

MH616 MECHANICAL SCHEDULES

MH617 MECHANICAL SCHEDULES

MP101 BASEMENT MECH PIPING PLAN (CENTRAL)

MP111 LEVEL 1 MECH PIPING PLAN (NORTH)

MP112 LEVEL 1 MECH PIPING PLAN (CENTRAL)

MP113 LEVEL 1 MECH PIPING PLAN (SOUTH)

MP121 LEVEL 2 MECH PIPING PLAN (NORTH)

MP122 LEVEL 2 MECH PIPING PLAN (CENTRAL)

MP123 LEVEL 2 MECH PIPING PLAN (SOUTH)

MP131 LEVEL 3 MECH PIPING PLAN (NORTH)

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MP132 LEVEL 3 MECH PIPING PLAN (CENTRAL)

MP133 LEVEL 3 MECH PIPING PLAN (SOUTH)

MP141 ATTIC MECH PIPING PLAN (NORTH)

MP142 ATTIC MECH PIPING PLAN (CENTRAL)

MP143 ATTIC MECH PIPING PLAN (SOUTH)

MP601 MECHANICAL PIPING DIAGRAM

MP602 STEAM DIAGRAM

MZ101 BASEMENT HVAC ZONE MAP

MZ111 LEVEL 1 HVAC ZONE MAP

MZ112 LEVEL 2 HVAC ZONE MAP

MZ113 LEVEL 3 HVAC ZONE MAP

E001 ELECTRICAL SYMBOLS LISTS AND SHEET INDEX

ES101 ELECTRICAL SITE PLAN

ED100 BASEMENT ELECTRICAL DEMOLITION PLAN

ED110 LEVEL 1 ELECTRICAL DEMOLITION PLAN

ED120 LEVEL 2 ELECTRICAL DEMOLITION PLAN

ED130 LEVEL 3 ELECTRICAL DEMOLITION PLAN

ED140 LEVEL 4 ELECTRICAL DEMOLITION PLAN

ED150 ROOF ELECTRICAL DEMOLITION PLAN

ED601 SINGLE LINE POWER DIAGRAM - DEMOLITION

EL100 OVERALL BASEMENT KEY PLAN - LIGHTING

EL101 BASEMENT LIGHTING PLAN (NORTH)

EL102 BASEMENT LIGHTING PLAN (CENTRAL)

EL103 BASEMENT LIGHTING PLAN (SOUTH)

EL110 OVERALL LEVEL 1 KEY PLAN - LIGHTING

EL111 LEVEL 1 LIGHTING PLAN (NORTH)

EL112 LEVEL 1 LIGHTING PLAN (CENTRAL)

EL113 LEVEL 1 LIGHTING PLAN (SOUTH)

EL120 OVERALL LEVEL 2 KEY PLAN - LIGHTING

EL121 LEVEL 2 LIGHTING PLAN (NORTH)

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EL122 LEVEL 2 LIGHTING PLAN (CENTRAL)

EL123 LEVEL 2 LIGHTING PLAN (SOUTH)

EL130 OVERALL LEVEL 3 KEY PLAN - LIGHTING

EL131 LEVEL 3 LIGHTING PLAN (NORTH)

EL132 LEVEL 3 LIGHTING PLAN (CENTRAL)

EL133 LEVEL 3 LIGHTING PLAN (SOUTH)

EL140 OVERALL LEVEL 4 KEY PLAN - LIGHTING

EL141 LEVEL 4 LIGHTING PLAN (NORTH)

EL142 LEVEL 4 LIGHTING PLAN (CENTRAL)

EL143 LEVEL 4 LIGHTING PLAN (SOUTH)

EL601 LUMINAIRE SCHEDULE

EL602 LIGHTING CONTROL SCHEDULE

EP100 OVERALL BASEMENT KEY PLAN - POWER

EP101 BASEMENT POWER PLAN (NORTH)

EP102 BASEMENT POWER PLAN (CENTRAL)

EP103 BASEMENT POWER PLAN (SOUTH)

EP110 OVERALL LEVEL 1 KEY PLAN - POWER

EP111 LEVEL 1 POWER PLAN (NORTH)

EP112 LEVEL 1 POWER PLAN (CENTRAL)

EP113 LEVEL 1 POWER PLAN (SOUTH)

EP120 OVERALL LEVEL 2 KEY PLAN - POWER

EP121 LEVEL 2 POWER PLAN (NORTH)

EP122 LEVEL 2 POWER PLAN (CENTRAL)

EP123 LEVEL 2 POWER PLAN (SOUTH)

EP130 OVERALL LEVEL 3 KEY PLAN - POWER

EP131 LEVEL 3 POWER PLAN (NORTH)

EP132 LEVEL 3 POWER PLAN (CENTRAL)

EP133 LEVEL 3 POWER PLAN (SOUTH)

EP140 OVERALL LEVEL 4 KEY PLAN - POWER

EP141 LEVEL 4 POWER PLAN (NORTH)

EP142 LEVEL 4 POWER PLAN (CENTRAL)

EP143 LEVEL 4 POWER PLAN (SOUTH)

EP150 ELECTRICAL ROOF PLAN

EP401 ENLARGED POWER PLANS

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EP402 ENLARGED POWER PLANS

EP403 ENLARGED POWER PLANS

EP404 ENLARGED POWER PLANS

EP501 DETAILS - ELECTRICAL

EP502 DETAILS - ELECTRICAL

EP601 SINGLE LINE POWER DIAGRAM - NORMAL - EXISTING

EP601.1 POWER ONE LINE DIAGRAM - NORMAL - PHASE 1

EP601.2 POWER ONE LINE DIAGRAM - NORMAL - PHASE 2

EP601.3 POWER ONE LINE DIAGRAM - NORMAL - PHASE 3

EP602 SINGLE LINE 5 KV POWER DIAGRAM

EP603 SINGLE LINE 12 KV POWER DIAGRAM

EP604 SYSTEM GROUNDING DIAGRAM

EP611.0 POWER ONE LINE DIAGRAM - EMERGENCY - EXISTING

EP611.1 POWER ONE LINE DIAGRAM - EMERGENCY - PHASE 1

EP611.2 POWER ONE LINE DIAGRAM - EMERGENCY - PHASE 2

EP611.3 POWER ONE LINE DIAGRAM - EMERGENCY - PHASE 3

EP620 PANEL SCHEDULES - ELECTRICAL

EP621 PANEL SCHEDULES - ELECTRICAL

EP622 PANEL SCHEDULES - ELECTRICAL

EP623 PANEL SCHEDULES - ELECTRICAL

EP624 PANEL SCHEDULES - ELECTRICAL

EP625 PANEL SCHEDULES - ELECTRICAL

EP626 PANEL SCHEDULES - ELECTRICAL

EP627 PANEL SCHEDULES - ELECTRICAL

EP628 PANEL SCHEDULES - ELECTRICAL

ET001 TECHNOLOGY SYMBOLS LIST AND SHEET INDEX

ET002 TECHNOLOGY SITE PLAN

ET101 LEVEL BASEMENT TECH PLAN (NORTH)

ET102 LEVEL BASEMENT TECH PLAN (CENTRAL)

ET103 LEVEL BASEMENT TECH PLAN (SOUTH)

ET111 LEVEL 1 TECHNOLOGY PLAN (NORTH)

ET112 LEVEL 1 TECHNOLOGY PLAN (CENTRAL)

ET113 LEVEL 1 TECHNOLOGY PLAN (SOUTH)

ET121 LEVEL 2 TECHNOLOGY PLAN (NORTH)

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ET122 LEVEL 2 TECHNOLOGY PLAN (CENTRAL)

ET123 LEVEL 2 TECHNOLOGY PLAN (SOUTH)

ET131 LEVEL 3 TECHNOLOGY PLAN (NORTH)

ET132 LEVEL 3 TECHNOLOGY PLAN (CENTRAL)

ET133 LEVEL 3 TECHNOLOGY PLAN (SOUTH)

ET141 ATTIC TECHNOLOGY PLAN (CENTRAL)

ET150 TECHNOLOGY ROOF PLAN

ET401 TYPICAL ENLARGED TECHNOLOGY PLANS

ET402 TYPICAL ELEVATIONS - TECHNOLOGY

ET601 TECHNOLOGY RISER DIAGRAMS AND DETAILS

- - - E N D - - -

JONATHAN M. WAINWRIGHT SECTION 01 00 00

MEMORIAL VA MEDICAL CENTER GENERAL REQUIREMENTS

BUILDING 86 RENOVATION

TABLE OF CONTENTS

1.1 GENERAL INTENTION

1.2 STATEMENT OF BID ITEM(S)

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.4 CONSTRUCTION SECURITY REQUIREMENTS

1.5 SAFETY REQUIREMENTS

1.6 OPERATIONS AND STORAGE AREAS

1.7 ALTERATIONS

1.9 DISPOSAL AND RETENTION

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

IMPROVEMENTS

1.11 RESTORATION

1.12 PHYSICAL DATA

1.13 PROFESSIONAL SURVEYING SERVICES

1.14 LAYOUT OF WORK

1.15 AS-BUILT DRAWINGS

1.16 USE OF ROADWAYS

1.17 RESIDENT ENGINEER'S FIELD OFFICE ..................................................... Error! Bookmark not defined.

1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.19 TEMPORARY USE OF EXISTING ELEVATORS

1.20 TEMPORARY TOILETS

1.21 AVAILABILITY AND USE OF UTILITY SERVICES

1.22 NEW TELEPHONE EQUIPMENT

1.23 TESTS

1.24 INSTRUCTIONS

1.25 GOVERNMENT-FURNISHED PROPERTY

01-01-13 ii

1.26 RELOCATED EQUIPMENT ITEMS

1.27 STORAGE SPACE FOR DEPARTMENT OF VETERANS AFFAIRS EQUIPMENT

1.28 CONSTRUCTION SIGN

1.29 SAFETY SIGN

1.30 PHOTOGRAPHIC DOCUMENTATION

1.31 FINAL ELEVATION Digital Images

1.32 HISTORIC PRESERVATION

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1.1 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 the renovation of Building 86, Jonathan M. Wainwright Memorial VA Medical Center, Walla Walla, Washington as required by drawings and specifications.

B. Visits to the site by Bidders may be made only by appointment with the Medical Center Engineering Officer.

C. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the Resident Engineer 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 work days unless otherwise designated by the Resident Engineer.

D. 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.

E. Prior to commencing work, general contractor shall provide proof that a OSHA designated “competent person” (CP) (29 CFR 1926.20(b)(2) will maintain a presence at the work site whenever the general or subcontractors are present.

F. Training:

1. All employees of general contractor or subcontractors shall have the 10-hour or 30-hour OSHA Construction Safety course and other relevant competency training, as determined by RE/COR acting as the Construction Safety Officer with input from the facility Construction Safety Committee.

2. Submit training records of all such employees for approval before the start of work.

G. VHA Directive 2011-36, Safety and Health during Construction, dated 9/22/2011 in its entirety is made a part of this section.

1.2 STATEMENT OF BID ITEM(S)

A. ITEM I, GENERAL CONSTRUCTION: Work includes demolition, abatement, general construction, alterations, renovation, rehabilitation, roads, walks, grading, drainage, mechanical and electrical work, laboratory equipment, utility systems, elevators and cart lifts, water storage facilities, necessary removal of existing structures and construction, coordination, and certain other items.

B. DEDUCT ALTERNATE NO.1: DO NOT REHABILITATE SECOND LEVEL BRICKED IN WEST FASCADE SECOND

STORY WINDOWS.

C. DEDUCT ALTERNATE NO.2: DO NOTREHABILITATE ENTRY OR CORNICE REHABILITATION TO ORIGINAL

APPEARANCE.

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D. DEDUCT ALTERNATE NO.3: DO NOT REHABILITATE HISTORICAL ELEMENTS OF THE MAIN STAIR – DO NOT INCORPERATE HISTORICALLY SENSITIVE DESIGN AND MATERIALS FOR THE NEW STAIR FALL PROTECTION.

E. DEDUCT ALTERNATE NO.4: DO NOT REPLACE ASPHALT ROOF WITH SLATE SHINGLES, INCLUDE NEW

ASPHALT SHINGLES 07 31 13.

F. DEDUCT ALTERNATE NO.5: BASEMENT AREAS TO REMAIN AS THEY CURRENTLY ARE.

G. DEDUCT ALTERNATE NO.6: LEVEL TWO – CENTRAL AND SOUTH ENDS INTERIOR TO BE DEMOLISHED AND

SHELLED OUT.

H. DEDUCT ALTERNATE NO.7: LEVEL THREE – SOUTH END INTERIOR TO BE DEMOLISHED AND SHELLED OUT.

I. DEDUCT ALTERNATE NO.8: LEVEL ONE –COMPLEMENTARY ALTERNATIVE MEDICINE DEMOLISHED

INTERIOR AND SHELLED OUT.

1.3 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.

B. Additional sets of drawings may be made by the Contractor, at Contractor's expense, from reproducible electronic files furnished by Issuing Office. Such electronic files shall be returned to the Issuing Office or deleted immediately after printing is completed.

1.4 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. For working outside the “regular hours” as defined in the contract, The General Contractor shall give 3 days notice to the Contracting Officer and Resident Engineer 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.

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.

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D. Key Control:

1. The General Contractor shall provide duplicate keys and lock combinations to the Resident Engineer 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 turn over all permanent lock cylinders to the VA locksmith for permanent installation. See Section 08 71 00, DOOR HARDWARE and coordinate.

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.

4. 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.

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

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

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

8. 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.

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2. Separate permits shall be issued for General Contractor and its employees for parking in designated areas only.

1.5 SAFETY REQUIREMENTS

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

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1.6 OPERATIONS AND STORAGE AREAS

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.

(FAR 52.236-10)

D. Working space and space available for storing materials shall be as shown on the drawings or as determined by the Resident Engineer.

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

F. 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 permitted by Resident Engineer 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. Phasing: To insure such executions, Contractor shall furnish the Resident Engineer 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 shall notify the Resident Engineer two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof.

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Arrange such phasing dates to insure accomplishment of this work in successive phases mutually agreeable to Resident Engineer and Contractor, as shown on the drawings. The phasing drawings may be modified with the permission of the Resident Engineer as approved by the Station Director and Contracting Officer.

H. Portions of Building No. 86 will be occupied during performance of work; but immediate areas of alterations will be vacated.

1. Certain areas of Building No. 86 will be occupied by Medical Center personnel for various periods as shown on the phasing drawings.

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. Coordinate alteration work in areas occupied by Department of Veterans Affairs so that Medical Center operations will continue during the construction period.

I. Construction Fence: Before construction operations begin, Contractor shall provide a complete chain link construction fence, 2.1m (seven feet) minimum height, around the construction area. Provide gates as required for access with necessary hardware, including hasps and padlocks. 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 Resident Engineer.

J. When a building or portion thereof is turned over to Contractor, Contractor shall accept entire responsibility 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 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.

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

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 Resident Engineer. 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 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 11, REQUIREMENTS FOR ELECTRONIC SAFETY AND SECURITY INSTALLATIONS for additional requirements.

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2. Contractor shall submit a request to interrupt any such services to Resident Engineer, in writing, 48 hours 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 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 Resident Engineer.

5. In case of a contract construction emergency, service will be interrupted on approval of Resident Engineer. 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, shall be sealed, capped or plugged. 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.

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

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

N. Coordinate the work for this contract with other construction operations as directed by Resident Engineer. 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 Resident Engineer 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 building.

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.

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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 Resident Engineer and/or Supply Representative, 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 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 Resident Engineer 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 workmen 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.

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 Resident Engineer. The Parade Ground shall be considered off limits for construction related activities.

5. For all excavations, the Contractor shall provide a professional archaeologist meeting the Secretary of the Interior's qualification standards to monitor for culturally significant discoveries and report findings in accordance with SHPO procedures. Consultation with VA and SHPO personnel shall be required for cultural resource discoveries.

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1.9 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:

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 Resident Engineer.

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

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

4. PCB Transformers: The Contractor shall be responsible for disposal of the Polychlorinated Biphenyl (PCB) transformers. The transformers shall be taken out of service and handled in accordance with the procedures of the Environmental Protection Agency (EPA) and the Department of Transportation (DOT) as outlined in Code of Federal Regulation (CFR), Titled 40 and 49 respectively. The EPA's Toxic Substance Control Act (TSCA) Compliance Program Policy Nos. 6-PCB-6 and 6-PCB-7 also apply. Upon removal of PCB transformers for disposal, the "originator" copy of the Uniform Hazardous Waste Manifest (EPA Form 8700-22), along with the Uniform Hazardous Waste Manifest Continuation Sheet (EPA Form 8700-22A) shall be returned to the Contracting Officer who will annotate the contract file and transmit the Manifest to the Medical Center's Chief.

a. Copies of the following listed CFR titles may be obtained from the Government Printing Office:

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40 CFR 261 ........................Identification and Listing of Hazardous Waste

40 CFR 262 ........................Standards Applicable to Generators of Hazardous Waste

40 CFR 263 ........................Standards Applicable to Transporters of Hazardous Waste

40 CFR 761 ........................PCB Manufacturing, Processing, Distribution in Commerce, and use Prohibitions

49 CFR 172 ........................Hazardous Material tables and Hazardous Material Communications Regulations

49 CFR 173 ........................Shippers - General Requirements for Shipments and Packaging

49 CRR 173 ........................Subpart A General

49 CFR 173 ........................Subpart B Preparation of Hazardous Material for Transportation

49 CFR 173 ........................Subpart J Other Regulated Material; Definitions and Preparation

TSCA ..................................Compliance Program Policy Nos. 6-PCB-6 and 6-PCB-7

1.10 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS

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 workmen, 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.

(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 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

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- 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.

1.11 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 Resident Engineer. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the Resident Engineer 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 workmen to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone) which are indicated on drawings and 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).

1.12 PHYSICAL DATA

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.

1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by PBS Engineering + Environmental. 4412 SW Corbett Avenue, Portland, OR 97239.

(FAR 52.236-4)

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

C. A copy of the soil report will be made available for inspection by bidders upon request to the Engineering Officer at the VA Medical Center, Walla Walla, Washington and shall be considered part of the contract documents.

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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.

1.13 PROFESSIONAL SURVEYING SERVICES

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.

1.14 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.