1-22-24 - VA STRATTON NEW EMERGENCY DEPT SS_Part1.pdf

VAMC SIGNATURE BLOCK

DIRECTOR OF MEDICAL CENTER - SIGNATURE BLOCK

BUILDING 1

HYMAN

HAYES

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

DECEMBER 16, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

AREA OF WORK

SITE LOCATION

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MYRTLE AVE

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O2 HOOKUP PAD

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8" PVC

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BIG BROTHER IS WATCHING

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BIG BROTHER IS WATCHING

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BIG BROTHER IS WATCHING

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BIG BROTHER IS WATCHING

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BIG BROTHER IS WATCHING

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ROAD GLIDE PARKING ONLY

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AutoCAD SHX Text S38°52'50"W 888.30'

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10" VTP

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EL:199.92

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COM

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COM

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COM

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EL:198.96

AutoCAD SHX Text SAN MH 8 RIM EL: 188.80 INV.(A):182.23 INV.(B):183.49 INV.(C):182.14 INV.(D):183.49

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WHITE STRIPING IDENTIFYING TUNNEL ACCESS

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PROJECT TITLE:

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%%UMEDICAL CENTER

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ALBANY, N.Y. 12208

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DRAWING LIST

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%%UDEPARTMENT OF VETERANS AFFAIRS

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PROJECT NO. 528-809

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%%USAMUEL S. STRATTON

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GI-001

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TITLE SHEET WITH INDEX TO DRAWINGS

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LOCATION MAP

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NEW EMERGENCY DEPARTMENT

AutoCAD SHX Text PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED.

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1-GS-000

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PAGE

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1-GS-001

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SITE PLAN: EXISTING CONDITIONS

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INFECTION CONTROL NURSE

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FACILITY SERVICES MANAGER

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FIRE & SAFETY MANAGER

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GEMS COORDINATOR

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CHIEF OF POLICE

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OPERATIONS MANAGER

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ENVIRONMENTAL SERVICES MANAGER

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REVIEWED BY

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SIGNATURE

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DATE

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DIRECTOR OF MEDICAL CENTER

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DATE

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TITLE SHEET WITH INDEX TO DRAWINGS

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GI-001

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SCALE: 1"=100'

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1-GS-101

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SITE PLAN: GRADING PLAN

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1-GS-100

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SITE PLAN: DEMOLITION PLAN

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JOHN D. FELLENZER, P.E.

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ALBANY, NY

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NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25

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GENERAL INFORMATION

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CIVIL

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ARCHITECTURAL

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GI-002

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ICRA, PROJECT SCHEDULE & GENERAL NOTES

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1-GS-301

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SITE PLAN: CONSTRUCTION PLAN

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1-GS-901

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SITE PLAN: DETAILS

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1-GS-902

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SITE PLAN: DETAILS

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SITE PLAN: NOTES & LEGEND

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ASBESTOS ABATEMENT

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1-HA-100

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BASEMENT ASBESTOS ABATEMENT PLAN

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1-GS-002

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SITE PLAN: LANDSCAPING PLAN

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1-GS-601

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SITE PLAN: EROSION AND SEDIMENT CONTROL PLAN

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SITE PLAN: LIGHTING PLAN

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1-GS-701

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PAGE

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1-SS-002

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SCHEDULE OF SPECIAL INSPECTIONS

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1-SS-100

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BASEMENT FOUNDATION PLAN

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1-SS-102

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FIRST FLOOR FRAMING PLAN (FULL BASEMENT OR CRAWL SPACE)

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1-SS-101A

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STRUCTURAL

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1-SS-001

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GENERAL NOTES AND DESIGN DATA INFORMATION

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1-SS-204

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1-SS-300

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SLAB ON DECK FRAMING DETAILS

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1-MD-100

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BASEMENT LEVEL DEMOLITION PLAN

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1-MD-101

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FIRST FLOOR DEMOLITION PLAN

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1-MH-101

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FIRST FLOOR HYDRONIC PIPING PLAN

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1-MH-100

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BASEMENT LEVEL HYDRONIC PIPING PLAN

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MECHANICAL

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1-MH-001

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SYMBOLS, ABBREVIATIONS & NOTES

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1-MH-702

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DETAILS

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1-MH-701

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DETAILS

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1-MH-201

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FIRST FLOOR HVAC PLAN & DEDUCT. ALT. (SLAB ON GRADE) FIRST FLOOR HVAC PLAN

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1-MH-200

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BASEMENT LEVEL HVAC PLAN

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1-MH-202

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ROOF HVAC PLAN

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1-MH-703

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DETAILS

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1-PD-100

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BASEMENT LEVEL SANITARY & STORM PIPING DEMOLITION PLAN

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1-PL-101

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FIRST FLOOR SANITARY & STORM PIPING PLAN

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1-PL-100

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BASEMENT LEVEL SANITARY & STORM PIPING PLAN

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PLUMBING

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1-PL-001

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SYMBOLS, ABBREVIATIONS & NOTES

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1-PL-702

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DETAILS

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1-PL-701

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DETAILS

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1-PL-201

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FIRST FLOOR DOMESTIC WATER & GAS PIPING PLAN

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1-PL-200

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BASEMENT LEVEL DOMESTIC WATER & GAS PIPING PLAN

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1-FX-101

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FIRST FLOOR SPRINKLER PLAN

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1-FX-100

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BASEMENT LEVEL SPRINKLER PLAN

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FIRE PROTECTION

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1-FX-001

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SYMBOLS, ABBREVIATIONS, NOTES & DETAILS

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ELECTRICAL

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DRAWING LIST CONTINUED

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PAGE

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1-ES-100-SB

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SUB-BASEMENT LEVEL DEMOLITION & NEW POWER PLANS

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1-ED-101

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FIRST FLOOR DEMOLITION PLAN

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1-ES-101

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FIRST FLOOR POWER PLAN

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1-ES-100

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BASEMENT LEVEL POWER PLAN

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1-ES-001

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SYMBOLS, ABBREVIATIONS & NOTES

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1-ES-702

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DETAILS

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1-ES-701

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DETAILS

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1-ES-201

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FIRST FLOOR LIGHTING PLAN

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1-ES-200

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BASEMENT LEVEL LIGHTING PLAN

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1-ES-801

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SCHEDULES

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1-ES-301

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FIRST FLOOR FIRE ALARM PLAN

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1-ES-300

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BASEMENT LEVEL FIRE ALARM PLAN

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1-ES-102

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ROOF POWER PLAN

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1-ES-401

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FIRST FLOOR ENLARGED POWER AND COMMUNICATIONS PLANS

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1-PL-102

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ROOF STORM PIPING PLAN

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1-ED-100

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BASEMENT LEVEL DEMOLITION PLAN

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1-PL-200-SB

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SUB-BASEMENT LEVEL DOMESTIC WATER & GAS PIPING PLAN

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1-MH-401

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CONTROLS DIAGRAMS

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1-MH-801

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SCHEDULES

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1-MH-802

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SCHEDULES

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1-FXD-101

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FIRST FLOOR SPRINKLER DEMOLITION PLAN

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1-GS-903

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SITE PLAN: DETAILS

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1-PL-601

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RISER DIAGRAMS

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1-AS-002

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PARTITION TYPES

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1-LS-100

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BASEMENT LIFE SAFETY PLAN AND SCHEDULE

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1-AS-100

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1-LS-101

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FIRST FLOOR LIFE SAFETY PLAN AND SCHEDULE

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1-AS-001

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GENERAL NOTES, TYPICAL ELEVATIONS

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1-AS-102

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FIRST FLOOR DIMENSION PLAN

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1-AS-202

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ENLARGED REFLECTED CEILING PLAN

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1-AS-301

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FIRST FLOOR FURNITURE & EQUIPMENT PLAN

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1-AS-201

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BASEMENT AND FIRST FLOOR REFLECTED CEILING PLANS

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1-AS-400

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BUILDING SECTIONS

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1-AS-100A

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BASEMENT FLOOR PLAN - DEDUCT ALTERNATE 1 (CRAWL SPACE)

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1-AS-101

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FIRST FLOOR PLAN

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1-AS-404

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WALL SECTIONS

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1-AS-405

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EXTERIOR ELEVATION - NORTH AND EAST

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1-AS-406

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EXTERIOR ELEVATION - WEST

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1-AS-401

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WALL SECTIONS

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1-AS-103

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ROOF PLAN

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1-AD-101

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FIRST FLOOR DEMOLITION PLAN

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BASEMENT FLOOR PLAN

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1-AD-100

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BASEMENT LEVEL DEMOLITION PLAN

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1-AS-407

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EXTERIOR ELEVATION - SOUTH

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1-AS-408

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EXTERIOR ELEVATIONS - ENLARGED

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1-AS-501

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ENLARGED FLOOR PLANS

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1-AS-502

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ENLARGED FLOOR PLANS

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1-AS-503

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ENLARGED FLOOR PLANS

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1-AS-504

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ENLARGED FLOOR PLANS

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1-AS-601

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INTERIOR ELEVATIONS

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1-AS-602

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INTERIOR ELEVATIONS

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1-AS-603

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INTERIOR ELEVATIONS

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INTERIOR ELEVATIONS

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1-AS-605

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INTERIOR ELEVATIONS

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VERTICAL CIRCULATION PLANS & SECTIONS

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1-AS-702

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VERTICAL CIRCULATION

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1-AS-801

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ROOF DETAILS

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1-AS-802

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EXTERIOR PLAN DETAILS

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1-AS-803

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EXTERIOR PLAN DETAILS

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1-AS-804

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EXTERIOR SECTION DETAILS

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1-AS-805

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EXTERIOR SECTION DETAILS

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1-AS-806

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INTERIOR DETAILS

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1-AS-901

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DOOR SCHEDULE AND DETAILS

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1-AS-902

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WINDOW SCHEDULES AND DETAILS

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1-AS-903

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ROOM FINISH SCHEDULE

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1-AS-904

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FIRST FLOOR WALL PROTECTION PLAN

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1-AS-905

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FIRST FLOOR FINISH PLAN

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1-AS-906

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FIRST FLOOR SIGNAGE PLAN

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1-AS-910

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MILLWORK SECTIONS

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1-SS-301

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TYPICAL/MISC. FRAMING SECTIONS AND DETAILS

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1-SS-302

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ROOF FRAMING DETAILS

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1-SS-303

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MAIN ENTRANCE CANOPY AND LOBBY HIGH ROOF DETAILS

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BRACE FRAME ELEVATIONS

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1-SS-400

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WALL FRAMING ELEVATIONS AND DETAILS, BLAST FRAME ELEVATIONS

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1-SS-500

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COLUMN SCHEDULE

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1-SS-200

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FOUNDATION DETAILS

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1-SS-202

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FIRST FLOOR SLAB DETAILS AT EXISTING & MASONRY DETAILS

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1-SS-203

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PIER DETAILS

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1-MH-100-SB

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SUB-BASEMENT LEVEL STEAM PIPING PLAN

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1-PL-602

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RISER DIAGRAMS

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1-GS-904

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SITE PLAN: DETAILS

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1-MH-705

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AIR INTAKE PROTECTION DETAILS

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1-MH-402

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CONTROLS POINTS LIST

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1-ES-303

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FIRST FLOOR COMMUNICATION PLAN

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1-MH-403

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CONTROLS DIAGRAMS & SEQUENCE OF OPERATIONS

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1-AS-703

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VERTICAL CIRCULATION-EXTERIOR STAIRS

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1-SS-201

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FOUNDATION DETAILS

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1-GS-905

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SITE PLAN: DETAILS

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1-GS-906

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SITE PLAN: DETAILS

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1-GS-201

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SITE PLAN: UTILITIES PLAN

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1-ES-601

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ONE-LINE DIAGRAMS

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1-ES-802

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SCHEDULES

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1-MH-601

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AHU VESTIBULE PIPING PLANS

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1-MH-602

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AHU-ED-1 VESTIBULE PIPING SECTIONS & ELEVATIONS

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1-MH-603

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AHU-ED-2 VESTIBULE PIPING SECTIONS & ELEVATIONS

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1-LS-100A

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1-AS-402

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WALL SECTIONS

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1-AS-403

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WALL SECTIONS

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WALL FINISH PLAN

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BASEMENT SIGNAGE PLAN

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1-AS-907

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1-AS-908

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1-SS-103

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ROOF FRAMING PLAN

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1-SS-104

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AMBULANCE CANOPY & WALK-IN LOBBY ROOF FRAMING PLAN

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1-SS-305

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BRACE FRAME CONNECTION DETAILS

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1-ES-302

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BASEMENT COMMUNICATION PLAN

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1-MH-704

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DETAILS

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1-SS-205

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PLATE SCHEDULES AND DETAILS AND ANCHOR ROD INFO

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PIER DETAILS

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1-PL-201B

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1-PL-200B

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1-PL-602B

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RISER DIAGRAMS - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

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1-SS-201B

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FOUNDATION DETAILS - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

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1-SS-102B

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FIRST FLOOR FRAMING PLAN - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

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1-MH-101B

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FIRST FLOOR HYDRONIC PIPING PLAN - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

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1-MH-100B

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BASEMENT LEVEL HYDRONIC PIPING PLAN - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

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1-AS-100B

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

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BASEMENT FLOOR PLAN - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

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BASEMENT FOUNDATION PLAN - DEDUCT ALTERNATE 1 (CRAWL SPACE)

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1-SS-101B

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BASEMENT FOUNDATION PLAN - DEDUCT ALTERNATE 5 (SLAB ON GRADE)

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UP

UP

SMOKING

SHELTER

VESTIBULE

UP

UP

EXISTING

MORGUE

EXISTING

AREAWAY

EX

IS

TI

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AR

EA

W

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EXISTING

WAREHOUSE

B40-8

MORGUE

B43-2

ELEVATOR

RM

B41

B42

B36-1

B36-2

B39

PUBLICATIONS

B39B40-1B40-2 B40-3

MORGUE

B40-6

B40-7

B40-7

OFFICE

B43-3

ELEV.

VEST

B37-1

B37-2

B37

EMPLOYEE

GYM

C51-1 C51-2

ELEV

SW6

STAIR

SW4

STAIR

HYMAN

HAYES

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

DECEMBER 16, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

Description of Required Infection Control Precautions by Class During Construction Project Upon Completion of

1. Execute work by methods to minimize raising duct rrom construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.C la ss

I

1. Provide active means to prevent airborne dust from dispersing into atmosphere.

2. Water mist work surfaces to control dust while cutting.

3. Seal unused doors with duct tape.

4. Block off and seal air vents.

5. Place dust mat at entrance and exit of work area.

6. Remove or isolate HVAC system in areas where work is being performed.

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work area.

4. Remove isolation of HVAC system in areas where work is being performed.C la ss

II

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers, i.e., sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Section and Infection Control Department, and thoroughly cleaned by the owner's Environment Services Department.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transportation in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

C la ss

IV

C la ss

II

I

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers, i.e., sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Section and Infection Control Department, and thoroughly cleaned by the owner's Environment Services Department.

1. Do not remove barriers from work area until completed project is inspected by the owner’s Safety Department and Infection Control Department, and thoroughly cleaned by the owner’s Environmental Services Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with disinfectant.

5. Remove isolation of HVAC system in areas where work is being performed.

NOTES:

PATIENT RISK GROUP FOR "TYPE D" CONSTRUCTION

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP Class IV

Class III / IV

Class IV Class IV

FIRST FLOOR ICRA PLAN2BASEMENT FLOOR ICRA PLAN1

LOW RISK

B-WING

HIGH RISK

B-WING

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ICRA, PROJECT SCHEDULE & GENERAL NOTES

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GI-002

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JOHN D. FELLENZER, P.E.

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ALBANY, NY

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NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25

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1. CONTRACTOR SHALL PROVIDE REQUIRED INFECTION CONTRACTOR SHALL PROVIDE REQUIRED INFECTION CONTROL PRECAUTIONS AS SHOWN IN CHART FOR ALL WORK TO BE DONE UNDER THIS PROJECT. 2. IF AREA OF WORK IS IN QUESTION, COORDINATE WITH IF AREA OF WORK IS IN QUESTION, COORDINATE WITH VA REPRESENTATIVE FOR CLASSIFICATION OF AREA. 3. INSPECTION OF AREA REQUIRED BY VA INSPECTION OF AREA REQUIRED BY VA COR/SAFETY/INFECTION PREVENTION PRIOR TO REMOVING BARRIERS.

AutoCAD SHX Text MAJOR DEMOLITION AND CONSTRUCTION PROJECTS ACTIVITIES THAT REQUIRE CONSECUTIVE WORK SHIFTS REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CABLING SYSTEM NEW CONSTRUCTION

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N.T.S.

PAVEMENT DEMOLITION NOTES:

GENERAL NOTES: EROSION & SEDIMENT CONTROL NOTES:

VEHICLE ACCESS NOTES:

TEMPORARY SAFETY BARRIER NOTES:

HYMAN

HAYES

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

DECEMBER 16, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

EXISTING WAREHOUSE ROOF STRUCTURE -LIMITED ACCESS-

REQUIREMENTS:

ABBREVIATIONS

PHASING PLAN - CONCEPT

PHASE 1: GENERAL START PHASE (6 WEEKS)

PHASE 2: CONTRACTOR MOBILIZATION (3 WEEKS)

PHASE 4: CONSTRUCTION FOR NEW ADDITION (40 WEEKS)

PHASE 3: SITE DEMOLITION (20 WEEKS)

PHASE 5: CONTRACTOR DEMOBILIZATION AND CLOSEOUT (4 WEEKS)

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HYD

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SITE - SYMBOLS

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BENCHMARK

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KEYNOTE INDICATOR

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DEMOLITION LINE

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REVISION INDICATOR (SHOWN WITH CLOUD)

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CONCRETE SIDEWALK AND PAVEMENT

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FENCE

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EXISTING LANDSCAPING

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HYDRANT, FIRE

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WATER VALVE

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STORM LINE

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EX. ST

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SITE - EXISTING

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STORM MANHOLE

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UTILITY, ELECTRICAL MANHOLE

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SITE - NEW

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CONSTRUCTION FENCE

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SILT FENCE

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CONCRETE FILLED BOLLARD

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STREET SIGN

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V.A. PANEL SIGN WITH POSTS

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CONCRETE CURB

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CONCRETE SIDEWALK

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STORM LINE

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ST

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SPOT ELEVATION

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CONTOUR

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CONTOUR

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1. PARKING LINES SHALL BE REMOVED BY ABRASIVE METHODS OR BY COATING PARKING LINES SHALL BE REMOVED BY ABRASIVE METHODS OR BY COATING ENTIRE AREA WITH A NEW COAT OF ASPHALTIC SEALER. PAINTING OVER OF THE EXISTING PARKING LINES/STRIPES ALONE IS NOT PERMITTED. 2. IN AREAS WHERE PAVEMENT BEING REMOVED WHICH IS ADJACENT TO PAVEMENT IN AREAS WHERE PAVEMENT BEING REMOVED WHICH IS ADJACENT TO PAVEMENT TO REMAIN, CONTRACTOR SHALL NEATLY SAW-CUT PAVEMENT USING WET METHODS THROUGH ASPHALTIC LAYERS PRIOR TO REMOVAL AS NOTED IN "PAVEMENT RESTORATION DETAIL" LOCATED ELSEWHERE WITHIN THIS PLAN SET. 3. AREAS OF REMOVED PAVEMENT WHICH WILL BE RESTORED TO GRASS, LAWN OR AREAS OF REMOVED PAVEMENT WHICH WILL BE RESTORED TO GRASS, LAWN OR PLANTED AREAS SHALL HAVE THE EXISTING SUBBASE MATERIAL REMOVED DOWN TO VIRGIN SOIL. 4. EXISTING PAVEMENT THAT IS SAW-CUT USING WET METHODS SHALL BE COATED EXISTING PAVEMENT THAT IS SAW-CUT USING WET METHODS SHALL BE COATED AND SEALED ALONG ALL CUTS PRIOR TO INSTALLATION OF MATERIALS NEXT TO THE PAVEMENT REMAINING. 5. AREAS THAT ARE EXCAVATED TO EXPOSED SOILS AND HAVING NEW PAVEMENT AREAS THAT ARE EXCAVATED TO EXPOSED SOILS AND HAVING NEW PAVEMENT INSTALLED SHALL BE EXCAVATED TO THE DEPTH OF THE REQUIRED SUBBASE & COVERED WITH SUBBASE MATERIAL AS SOON AS IS PRACTICAL SO AS TO STABILIZE THE AREA AND DETER EROSION.

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1. CONTRACTOR, AT THEIR OWN EXPENSE, SHALL ABIDE BY THE LATEST EDITIONS OF CONTRACTOR, AT THEIR OWN EXPENSE, SHALL ABIDE BY THE LATEST EDITIONS OF ALL OSHA REGULATIONS AND REQUIREMENTS. 2. THERE SHALL BE NO CLAIMS AGAINST THE V.A. FOR WORK STOPPAGES DUE TO THERE SHALL BE NO CLAIMS AGAINST THE V.A. FOR WORK STOPPAGES DUE TO ACTS OF GOD, WEATHER CONDITIONS, STOP WORK ORDERS (VERBAL AND/OR WRITTEN), UNDERESTIMATION OF WORK, ESTIMATED QUANTITIES, MATERIALS, SUPPLIES, TOOLS, CORRECTION OF SAFETY PROBLEMS, OR ANY OTHER REASON. 3. ALL QUANTITIES SHOWN ON THE DRAWING ARE ESTIMATED QUANTITIES ONLY. IT ALL QUANTITIES SHOWN ON THE DRAWING ARE ESTIMATED QUANTITIES ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY AND ASCERTAIN ALL EXISTING CONDITIONS, DIMENSIONS AND QUANTITIES. 4. ALL WORK SHALL BE PERFORMED BY THOSE WHO ARE SKILLED IN THEIR TRADE, ALL WORK SHALL BE PERFORMED BY THOSE WHO ARE SKILLED IN THEIR TRADE, JOURNEYMEN MECHANICS, TO PRODUCE A FIRST CLASS JOB. THE CONTRACTOR IS ADVISED THAT WORK DEEMED UNSUITABLE, UNACCEPTABLE, SECOND CLASS IN NATURE BY THE VA SHALL BE DEEMED NON-ACCEPTABLE AND THE CONTRACTOR SHALL REMOVE, REPLACE, RE-DO, TO THE SATISFACTION OF THE V.A., THE UNACCEPTABLE WORK AT NO ADDITIONAL COST TO THE OWNER. THERE SHALL BE NO ADDITIONAL CLAIMS AGAINST THE V.A. FOR THE ABOVE. 5. ROAD WAYS, BUILDING EMERGENCY ACCESS AREAS, AND BUILDING ENTRY AND ROAD WAYS, BUILDING EMERGENCY ACCESS AREAS, AND BUILDING ENTRY AND EXITS AREAS ARE TO BE KEPT CLEAR AT ALL TIMES. 6. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN IN THE FIELD, CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN IN THE FIELD, ALL EXISTING UTILITIES, EXISTING CONDITIONS, FIELD MEASUREMENTS, DIMENSIONS, AND QUANTITIES RELATED TO THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN THE THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN THE LOCATION, DEPTH, DIRECTION, AND SIZE OF ANY AND ALL UTILITIES EXISTING IN THE GENERAL VICINITY OF THE WORK AREA. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY UTILITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY UTILITY DISRUPTED, BROKEN OR OTHERWISE RENDERED NON-FUNCTIONAL DUE TO THE WORK PERFORMED AT NO ADDITIONAL COST TO THE V.A. DURING THIS COURSE OF WORK. 9. THE CONTRACTOR SHALL IDENTIFY ANY NON-FUNCTIONING UTILITY/SYSTEM, PRIOR THE CONTRACTOR SHALL IDENTIFY ANY NON-FUNCTIONING UTILITY/SYSTEM, PRIOR TO THE START OF WORK TO THE VA. IDENTIFICATION OF SUCH AFTER THE START OF WORK SHALL BE DEEMED AS DISTURBED/DAMAGED BY THE CONTRACTOR AND SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SUPPORT ANY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SUPPORT ANY UTILITY ENCOUNTERED IN THE COURSE OF THIS WORK. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT AT THE CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL SECURE ALL EXTERIOR WORK AND STAGING AREAS WITH THE CONTRACTOR SHALL SECURE ALL EXTERIOR WORK AND STAGING AREAS WITH ACCEPTABLE FENCING. 13. THE CONTRACTOR SHALL NOT LEAVE THE WORK AREA UNATTENDED FOR ANY THE CONTRACTOR SHALL NOT LEAVE THE WORK AREA UNATTENDED FOR ANY REASON, UNLESS SAFETY PARTITIONS, SAFETY FENCING AND COVERING FOR ALL OPEN TRENCHES ARE INSTALLED AND SECURED. 14. THE CONTRACTOR SHALL LEAVE THE WORK SITE CLEAN AND SECURED AT THE THE CONTRACTOR SHALL LEAVE THE WORK SITE CLEAN AND SECURED AT THE END OF EACH WORKING DAY. THE WORK SITE SHALL NOT BE LEFT UNATTENDED AT ANY TIME BY THE CONTRACTOR UNLESS THE WORK AREA IS PROPERLY SECURED BY THE CONTRACTOR. 15. THE CONTRACTOR IS ADVISED THAT THEY ARE SOLELY RESPONSIBLE FOR THE THE CONTRACTOR IS ADVISED THAT THEY ARE SOLELY RESPONSIBLE FOR THE SAFETY OF THE WORK SITE AND SHALL TAKE ALL ACTIONS TO ELIMINATE ANY SAFETY HAZARDS THAT SHALL EXIST AND POSE A THREAT OF HARM TO STUDENTS, EMPLOYEES OF THE VA, EMPLOYEES OF THE CONTRACTOR OR OTHER(S). IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO TAKE IMMEDIATE ACTION TO ALLEVIATE ANY SAFETY HAZARD THAT MAY EXIST WITHOUT DIRECTION FROM THE VA. 16. CONTRACTOR SHALL WET SAW CUT WITH PROPER BLADE ANY ROADS, CURBS AND CONTRACTOR SHALL WET SAW CUT WITH PROPER BLADE ANY ROADS, CURBS AND SIDEWALKS ENCOUNTERED IN THE COURSE OF THIS WORK. 17. ALL HOLES SHALL BE CORE-DRILLED WITH DIAMOND CORE BITS. ALL HOLES SHALL BE CORE-DRILLED WITH DIAMOND CORE BITS. 18. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL DEBRIS FROM THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL DEBRIS FROM THE SITE DAILY AND DISPOSE OF SAME OFF SITE IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS. 19. THE CONTRACTOR SHALL MAINTAIN THE WORK SITE IN A NEAT AND CLEAN THE CONTRACTOR SHALL MAINTAIN THE WORK SITE IN A NEAT AND CLEAN CONDITION. THE WORK SITE SHALL BE CLEANED DAILY OF CONSTRUCTION DEBRIS 20. GRADE AND RE-SEED AREAS DAMAGED BY TRENCHING AND CONSTRUCTION GRADE AND RE-SEED AREAS DAMAGED BY TRENCHING AND CONSTRUCTION VEHICLES 21. GRADING AND RE-SEEDING TO INCLUDE; TOP SOIL, FERTILIZER, SEEDS AND GRADING AND RE-SEEDING TO INCLUDE; TOP SOIL, FERTILIZER, SEEDS AND PROTECTIVE BEDDING. 22. SUB-GRADE FILL TO BE COMPACTED TO 95% STANDARD PROCTOR RELATIVE SUB-GRADE FILL TO BE COMPACTED TO 95% STANDARD PROCTOR RELATIVE DENSITY AND PAVEMENT AREAS SHALL HAVE SUB-GRADE COMPACTED TO 95% MODIFIED RELATIVE DENSITY PER AASHTO REQUIREMENTS. 23. PROVIDE PROTECTIVE MEASURES FOR ALL TREES, BUSHES AND DECORATIVE PROVIDE PROTECTIVE MEASURES FOR ALL TREES, BUSHES AND DECORATIVE SHRUBBERY. CONTRACTOR TO REPLACE ALL VEGETATION DAMAGED DURING CONSTRUCTION AT NO COST TO THE VA. 24. ALL ESTABLISHED EGRESS ROUTES SHALL REMAIN CLEAR AT ALL TIMES. ALL ESTABLISHED EGRESS ROUTES SHALL REMAIN CLEAR AT ALL TIMES. 25. ALL WORK SHALL BE CONDUCTED WITHIN THE APPROVED FENCING PLAN AREA. ALL WORK SHALL BE CONDUCTED WITHIN THE APPROVED FENCING PLAN AREA. 26. ALL CONSTRUCTION VEHICLES WILL HAVE A FUNCTIONING BACKUP ALARM. ALL CONSTRUCTION VEHICLES WILL HAVE A FUNCTIONING BACKUP ALARM. 27. TEMPORARY WALKWAYS SHALL BE KEPT CLEAR OF SNOW AND/OR DEBRIS AT ALL TEMPORARY WALKWAYS SHALL BE KEPT CLEAR OF SNOW AND/OR DEBRIS AT ALL TIMES BY THE CONTRACTOR. 28. TEMPORARY WALKWAYS SHALL BE ADA COMPLIANT. TEMPORARY WALKWAYS SHALL BE ADA COMPLIANT. 29. SPECIFIC MANUFACTURERS AND/OR PRODUCTS ON THE DRAWINGS SHALL BE SPECIFIC MANUFACTURERS AND/OR PRODUCTS ON THE DRAWINGS SHALL BE CONSIDERED BASIS-OF-DESIGN AND SUBJECT TO SUBSTITUTION WITH VA APPROVAL UNLESS OTHERWISE NOTED

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1. THE CONTRACTOR SHALL ASSURE THAT AN EROSION AND SEDIMENT (E&S) THE CONTRACTOR SHALL ASSURE THAT AN EROSION AND SEDIMENT (E&S) CONTROL PLAN HAS BEEN PREPARED, APPROVED BY THE VETERANS ADMINISTRATION, AND IS BEING IMPLEMENTED AND MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS, REGARDLESS OF THEIR LOCATIONS. 2. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. 3. THE E&S CONTROL PLAN MAPPING MUST DISPLAY A NY ONE CALL SYSTEM THE E&S CONTROL PLAN MAPPING MUST DISPLAY A NY ONE CALL SYSTEM INCORPORATED SYMBOL INCLUDING THE SITE IDENTIFICATION NUMBER. (THIS IS A NUMBERED SYMBOL NOT A NOTE.) 4. THE CONTRACTOR SHALL ASSURE THAT THE APPROVED EROSION AND THE CONTRACTOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED. 5. EROSION AND SEDIMENT BMPS (BEST MANAGEMENT PRACTICES) MUST BE EROSION AND SEDIMENT BMPS (BEST MANAGEMENT PRACTICES) MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS. 6. UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE CONTRACTOR SHALL UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE CONTRACTOR SHALL ASSURE THAT THE BEST MANAGEMENT PRACTICES ARE IMPLEMENTED, OPERATED, AND MAINTAINED PROPERLY AND COMPLETELY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL BEST MANAGEMENT PRACTICE FACILITIES. THE OPERATOR WILL MAINTAIN AND MAKE AVAILABLE TO ALL AGENCIES AND MUNICIPALITIES HAVING JURISDICTION, COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE INSPECTIONS. ALL MAINTENANCE WORK, INCLUDING CLEANING, REPAIR, REPLACEMENT, RE-GRADING, AND RE-STABILIZATION SHALL BE PERFORMED IMMEDIATELY. 7. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 8. THE EROSION AND SEDIMENT CONTROLS SELECTED AND MAINTAINED BY THE THE EROSION AND SEDIMENT CONTROLS SELECTED AND MAINTAINED BY THE CONTRACTOR SHALL BE SUCH THAT WATER QUALITY STANDARDS ARE NOT VIOLATED AS A RESULT OF THE CONTRACTOR'S ACTIVITIES. CONSTRUCT OR INSTALL ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL FEATURES SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SUCH AS SILT FENCING, GRASSING, AND DEWATERING, UNTIL PERMANENT DRAINAGE AND EROSION CONTROL FACILITIES ARE COMPLETED AND OPERATIVE. 9. BEFORE INITIATING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT BEFORE INITIATING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS THAT MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE CONTRACTOR MUST RECEIVE WRITTEN APPROVAL OF THE REVISIONS FROM THE VA CONTRACTING OFFICERS REPRESENTATIVE. 10. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS MUST BE UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING, MUST BE PERFORMED IMMEDIATELY BY THE CONTRACTOR. IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, THE CONTRACTING OFFICER'S REPRESENTATIVE MUST BE INFORMED. REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED TO BE INSTALLED, OPERATED, AND MAINTAINED BY THE CONTRACTOR. 11. WITH THE WRITTEN PERMISSION OF THE CONTRACTING OFFICERS WITH THE WRITTEN PERMISSION OF THE CONTRACTING OFFICERS REPRESENTATIVE SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED, PLACED IN TOPSOIL STOCKPILES, OR REMOVED FROM THE SITE AT NO COST TO THE GOVERNMENT 12. THE CONTRACTOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF THE CONTRACTOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. THE CONTRACTOR SHALL NOT BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THE SITE. 13. CONSTRUCTION VEHICLES AND EQUIPMENT ENTERING AND EXITING THE SITE CONSTRUCTION VEHICLES AND EQUIPMENT ENTERING AND EXITING THE SITE MUST USE THE STABILIZED CONSTRUCTION ENTRANCE LOCATION(S) ONLY. MEASURES MUST BE TAKEN TO PREVENT SOIL AND SEDIMENT FROM A VEHICLE'S TIRES FROM BEING DEPOSITED ONTO THE PUBLIC ROADS. ROADWAY SHALL BE CLEANED DAILY, OR MORE OFTEN TO INSURE SAFE ROADING. BMPS - AFTER DISTURBANCE 1. WHEN FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION WHEN FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. 2. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS.

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1. ALL TRAFFIC ROUTING MUST BE ABLE TO ACCOMODATE ALL EMERGENCY VEHICLES UP ALL TRAFFIC ROUTING MUST BE ABLE TO ACCOMODATE ALL EMERGENCY VEHICLES UP TO AND INCLUDING A LADDER TRUCK USED BY THE ABLANY FIRE DEPT. 2. TWO WAY TRAFFIC ALONG VETERANS WAY SHALL BE MAINTAINED AT ALL TIMES TWO WAY TRAFFIC ALONG VETERANS WAY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, UNLESS PRIOR WRITTEN PERMISSION IS OBTAINED FROM THE VA FOR TEMPORARY CLOSURE OF ONE LANE. 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 RADIO EQUIPPED PERSONNEL TO CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 RADIO EQUIPPED PERSONNEL TO PROVIDE ALTERNATE TRAFFIC FLOW AROUND THE LANE CLOSURE FOR THE FULL DURATION OF THE CLOSURE. 4. PRIOR TO THE END OF THE WORK DAY CONTRACTOR SHALL RESTORE 2-WAY PRIOR TO THE END OF THE WORK DAY CONTRACTOR SHALL RESTORE 2-WAY TRAFFIC ALONG THE ENTIRE LENGTH OF VETERANS WAY. 5. OVERNIGHT LANE CLOSURES SHALL NOT BE PERMITTED. OVERNIGHT LANE CLOSURES SHALL NOT BE PERMITTED. 6. A MINIMUM OF ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES A MINIMUM OF ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES ALONG VETERANS WAY TO PROVIDE SAFE TRAVEL OF ALL EMERGENCY VEHICLES.

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LIGHT POLE

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LIGHT POLE

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CATCH BASIN

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1. AT A MINIMUM, ALL WORK AREAS SHALL BE ENCLOSED BY GATED TEMPORARY AT A MINIMUM, ALL WORK AREAS SHALL BE ENCLOSED BY GATED TEMPORARY CONSTRUCTION FENCING AS INDICATED ON PLANS. 2. ALL WORK AREA BOUNDARIES THAT ARE ADJACENT TO AREAS OF VEHICULAR TRAFFIC ALL WORK AREA BOUNDARIES THAT ARE ADJACENT TO AREAS OF VEHICULAR TRAFFIC SHALL HAVE TEMPORARY BARRIERS ALONG SUCH BOUNDARIES, AS INDICATED ON PLANS.

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UNDERGROUND ELECTRIC

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EX. UGE

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UNDERGROUND ELECTRIC LINE

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JOHN D. FELLENZER, P.E.

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ALBANY, NY

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NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25

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WATER LINE

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EX. W

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UGE

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COMBINED SEWER MANHOLE

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DEMO PAVEMENT HATCH

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COMBINED SEWER LINE

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EX-CS

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CANOPY

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SANITARY LINE

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PROPOSED PAVEMENT

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PROPOSED BUILDING

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COMBINED SEWER LINE

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SAN

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CS

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DISCONNECTION SYMBOL

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CONNECTION SYMBOL

AutoCAD SHX Text THE WAREHOUSE ROOF STRUCTURE IS LOCATED ADJACENT TO THE PROPOSED CONSTRUCTION SITE. THE ROOF HAS RESTRICTED ACCESS AND LIMITED STRUCTURAL LOADING. IF ACCESS IS REQUIRED, THE CONTRACTOR IF ACCESS IS REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN THE STRUCTURAL CAPACITY AND LIMITATIONS OF THE EXISTING WAREHOUSE ROOF STRUCTURE FOR ANY PROPOSED LOADS PRIOR TO ACCESS ON AND ADJACENT TO THE PAVED ROOF AREA. NO STORAGE OF EQUIPMENT OR MATERIALS IS ALLOWED. CONTRACTOR SHALL PROVIDE TO THE VA A PROPOSED LOADING PLAN TO BE CERTIFIED, SIGNED, AND SEALED BY AN INDEPENDENT STRUCTURAL ENGINEER LICENSED IN THE STATE OF NEW YORK THAT IS BASED ON AND INDICATES THE FOLLOWING CRITERIA WHICH INCLUDES, BUT IS NOT LIMITED TO: A. IDENTIFICATION OF ALL PROPOSED CONSTRUCTION EQUIPMENT AND MATERIALS AND HOW SAID IDENTIFICATION OF ALL PROPOSED CONSTRUCTION EQUIPMENT AND MATERIALS AND HOW SAID EQUIPMENT AND MATERIALS SHALL BE USED B. WEIGHTS AND LOADS FOR ANY PROPOSED CONSTRUCTION EQUIPMENT WEIGHTS AND LOADS FOR ANY PROPOSED CONSTRUCTION EQUIPMENT C. WEIGHTS AND LOADS FOR ANY PROPOSED CONSTRUCTION MATERIALS WEIGHTS AND LOADS FOR ANY PROPOSED CONSTRUCTION MATERIALS D. LOCATION PLAN FOR PROPOSED CONSTRUCTION EQUIPMENT AND MATERIALS LOCATION PLAN FOR PROPOSED CONSTRUCTION EQUIPMENT AND MATERIALS E. ANTICIPATED DURATION OF PROPOSED CONSTRUCTION EQUIPMENT AND MATERIALS ON OR NEAR ANTICIPATED DURATION OF PROPOSED CONSTRUCTION EQUIPMENT AND MATERIALS ON OR NEAR THE WAREHOUSE ROOF F. PROCEDURES NECESSARY FOR THE SAFE OPERATION AND USE OF EACH PIECE OF PROCEDURES NECESSARY FOR THE SAFE OPERATION AND USE OF EACH PIECE OF CONSTRUCTION EQUIPMENT AND MOVEMENT OF MATERIALS G. PROCEDURES NECESSARY FOR THE STRUCTURAL REINFORCEMENT AND SUPPORT OF THE PROCEDURES NECESSARY FOR THE STRUCTURAL REINFORCEMENT AND SUPPORT OF THE WAREHOUSE ROOF STRUCTURE AND COMPONENTS

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LANDSCAPING PROTECTIVE FENCE

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IMPACT RATED BOLLARD

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REMOVABLE IMPACT RATED BOLLARD

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CONCRETE DROP CURB

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WATER SPIGOT

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HYDRANT SIAMESE CONNECTION

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1-GS-000

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BEST MANAGEMENT PRACTICES

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BMPS

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NEW YORK STATE DEPARTMENT OF TRANSPORTATION

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NYSDOT

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POLYVINYL CHLORIDE

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PVC

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DMH

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DRAINAGE MANHOLE

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SITE PLAN: NOTES AND LEGEND

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COMBINED SEWER MANHOLE

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TYPICAL

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TYP

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SEWER MANHOLE

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SMH

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CONTRACTING OFFICERS REPRESENTATIVE

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COR

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VETERAN AFFAIRS

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AutoCAD SHX Text CONTRACTOR SHALL PROVIDE A DETAILED PHASING AND COORDINATION PLAN AND SCHEDULE AS PART OF THE INITIAL SUBMISSION. REFER TO SPEC SECTION 01 32 16.15. 1. SUBMIT ALL REQUIRED DOCUMENTATION AND PROPOSED SCHEDULE. COORDINATE SCHEDULE SUBMIT ALL REQUIRED DOCUMENTATION AND PROPOSED SCHEDULE. COORDINATE SCHEDULE WITH VA OPERATIONS FOR CONSTRUCTION HOURS OF OPERATION AND MITIGATION OF NOISE, VIBRATION, ODOR, ETC. IMPACTS TO SENSITIVE HOSPITAL AREAS. SCHEDULE SHALL INCLUDE ANTICIPATED UTILITY OUTAGES FOR COORDINATION WITH VA AND PROVIDING TEMPORARY FACILITIES: A. PRIMARY ELECTRIC PRIMARY ELECTRIC B. SITE LIGHTING SITE LIGHTING C. HVAC HVAC D. PLUMBING PLUMBING E. FIRE PROTECTION FIRE PROTECTION F. COMMUNICATIONS COMMUNICATIONS 2. SUBMIT ALL CRITICAL PATH SUBMITTALS SUBMIT ALL CRITICAL PATH SUBMITTALS 3. SUBMIT ALL NON-CRITICAL PATH SUBMITTALS SUBMIT ALL NON-CRITICAL PATH SUBMITTALS 4. LOCATE, VERIFY, AND DOCUMENT ALL EXISTING CONDITIONS AND UTILITIES PRIOR TO THE LOCATE, VERIFY, AND DOCUMENT ALL EXISTING CONDITIONS AND UTILITIES PRIOR TO THE START OF ANY WORK

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1. PROVIDE CONSTRUCTION TRAILER, TEMPORARY DUMPSTERS, TEMPORARY CONSTRUCTION PROVIDE CONSTRUCTION TRAILER, TEMPORARY DUMPSTERS, TEMPORARY CONSTRUCTION FENCING, SITE PROTECTIONS, SAFETY BARRIERS, EROSION AND SEDIMENT CONTROL MEASURES, AND TEMPORARY SIGNAGE (INTERNAL AND EXTERNAL). MAINTAIN EGRESS OUT OF EXISTING HOSPITAL EXITS AND FULL ACCESS OF VETERAN'S WAY FOR EMERGENCY VEHICLES 2. PROVIDE DUST CONTROL AND TEMPORARY PROTECTION FOR ADJACENT AIR INTAKES INTO PROVIDE DUST CONTROL AND TEMPORARY PROTECTION FOR ADJACENT AIR INTAKES INTO HOSPITAL 3. PROVIDE TEMPORARY PROTECTION FOR EXISTING WAREHOUSE AND ROOF, SITE FEATURES, AND PROVIDE TEMPORARY PROTECTION FOR EXISTING WAREHOUSE AND ROOF, SITE FEATURES, AND UTILITIES TO REMAIN 4. RELOCATE C-100 CHILLER UNIT ADJACENT TO SMOKING SHELTER RELOCATE C-100 CHILLER UNIT ADJACENT TO SMOKING SHELTER 5. COORDINATE WITH THE VA TO SECURE AREAS OF WORK WITHIN EXISTING HOSPITAL COORDINATE WITH THE VA TO SECURE AREAS OF WORK WITHIN EXISTING HOSPITAL A. MORGUE MORGUE B. CANTEEN CANTEEN C. WAREHOUSE WAREHOUSE D. PHARMACY (INCLUDES WAREHOUSE CACHE AND ELEVATOR TO REMAIN) PHARMACY (INCLUDES WAREHOUSE CACHE AND ELEVATOR TO REMAIN)

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1. COORDINATE WITH PHASE 3 DEMOLITION FOR INSTALLATION OF NEW SANITARY, STORM, AND COORDINATE WITH PHASE 3 DEMOLITION FOR INSTALLATION OF NEW SANITARY, STORM, AND ELECTRIC UTILITIES REQUIRED TO BE IN PLACE PRIOR TO COMPLETE DEMOLITION OF EXISTING UTILITIES AND REQUIRED FOR CUT-OVER TO NEW. COORDINATE WITH VA FOR SCHEDULING OF CUT-OVER 2. FORM, INSTALL REINFORCEMENT, AND POUR CONCRETE FOR FOUNDATION FOR NEW ADDITION FORM, INSTALL REINFORCEMENT, AND POUR CONCRETE FOR FOUNDATION FOR NEW ADDITION 3. INSTALL SANITARY AND STORM SEWER UTILITY CONNECTIONS TO BUILDING INSTALL SANITARY AND STORM SEWER UTILITY CONNECTIONS TO BUILDING 4. BACKFILL AND COMPLETE FINISH GRADING BACKFILL AND COMPLETE FINISH GRADING 5. TEMPORARILY STABILIZE EXPOSED SOIL TEMPORARILY STABILIZE EXPOSED SOIL 6. INSTALL STRUCTURAL STEEL, WALLS, AND ROOFING INSTALL STRUCTURAL STEEL, WALLS, AND ROOFING 7. COMPLETE INTERIOR BUILDING ARCHITECTURAL, PLUMBING, HVAC, FIRE PROTECTION, AND COMPLETE INTERIOR BUILDING ARCHITECTURAL, PLUMBING, HVAC, FIRE PROTECTION, AND ELECTRICAL WORK 8. INSTALL ALL PEDESTRIAN AND VEHICULAR IMPROVEMENTS, INCLUDING SIDEWALKS, SIGNAGE, INSTALL ALL PEDESTRIAN AND VEHICULAR IMPROVEMENTS, INCLUDING SIDEWALKS, SIGNAGE, STRIPING, PAVEMENTS, BOLLARDS, SITE LIGHTING AND PARKING GATES. PROVIDE TEMPORARY EXTERIOR LIGHTING FOR CONSTRUCTION AREA AND AROUND HOSPITAL TO MAINTAIN EXISTING LIGHT LEVELS DURING INSTALLATION OF PROPOSED SITE LIGHTING 9. INSTALL LANDSCAPING AND SITE DECORATIONS INSTALL LANDSCAPING AND SITE DECORATIONS 10. CONTRACTOR PUNCH LIST CONTRACTOR PUNCH LIST 11. PROVIDE ALL CLOSE OUT DOCUMENTATION AND AS-BUILTS, UNDERTAKE ALL FINAL PROVIDE ALL CLOSE OUT DOCUMENTATION AND AS-BUILTS, UNDERTAKE ALL FINAL COMMISSIONING WORK AND OWNER TRAINING AS REQUIRED BY THE CONTRACT DOCUMENTS AND THE CONTRACT

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1. COORDINATE WITH PHASE 4 CONSTRUCTION FOR INSTALLATION OF NEW ELECTRIC UTILITIES COORDINATE WITH PHASE 4 CONSTRUCTION FOR INSTALLATION OF NEW ELECTRIC UTILITIES REQUIRED TO BE IN PLACE PRIOR TO COMPLETE DEMOLITION OF EXISTING AND REQUIRED FOR CUT-OVER TO NEW. COORDINATE WITH VA FOR SCHEDULING CUT-OVER OF NEW TRANSFORMERS, UNDERGROUND PRIMARY ELECTRIC, AND CONNECTION TO EXISTING ELECTRICAL MANHOLE #13 2. STRIP AND STORE EXISTING TOPSOIL AS REQUIRED FOR ADDITION AND STAGING AREAS STRIP AND STORE EXISTING TOPSOIL AS REQUIRED FOR ADDITION AND STAGING AREAS 3. REMOVE NECESSARY EXISTING SIDEWALKS, PAVEMENTS, UTILITIES, SIGNAGE, LANDSCAPING AND REMOVE NECESSARY EXISTING SIDEWALKS, PAVEMENTS, UTILITIES, SIGNAGE, LANDSCAPING AND OTHER SITE IMPROVEMENTS LOCATED AT GRADE REQUIRED FOR ADDITION 4. INSTALL DEWATERING EQUIPMENT ON SITE IN PREPARATION OF FOUNDATION EXCAVATION INSTALL DEWATERING EQUIPMENT ON SITE IN PREPARATION OF FOUNDATION EXCAVATION 5. EXCAVATE FOR NEW ADDITION FOUNDATION AND STOCKPILE SOIL. REMOVE/ABANDON EXISTING EXCAVATE FOR NEW ADDITION FOUNDATION AND STOCKPILE SOIL. REMOVE/ABANDON EXISTING UNDERGROUND UTILITIES AND STRUCTURES WITHIN AND ADJACENT TO BUILDING FOOTPRINT. PROTECT EXISTING UNDERGROUND UTILITY TUNNEL AND WAREHOUSE 6. GRADE SITE TO REQUIRED ELEVATIONS GRADE SITE TO REQUIRED ELEVATIONS 7. COORDINATE WITH PHASE 4 CONSTRUCTION FOR INSTALLATION OF NEW UNDERGROUND COORDINATE WITH PHASE 4 CONSTRUCTION FOR INSTALLATION OF NEW UNDERGROUND UTILITIES REQUIRED TO BE IN PLACE PRIOR TO COMPLETE DEMOLITION OF EXISTING UTILITIES AND REQUIRED FOR CUT-OVER TO NEW. COORDINATE WITH VA FOR SCHEDULING OF CUT-OVER: A. NEW COMBINED STORM/SEWER PIPING AND MANHOLES NEW COMBINED STORM/SEWER PIPING AND MANHOLES B. SITE LIGHTINGSITE LIGHTING

1. REMOVE CONSTRUCTION TRAILER, TEMPORARY DUMPSTERS, CONSTRUCTION FENCING, BARRIERS, REMOVE CONSTRUCTION TRAILER, TEMPORARY DUMPSTERS, CONSTRUCTION FENCING, BARRIERS, AND…