Attachment 2 -IFC-Drawings Replace Pump Station and Controls SA.pdf

PDF 20 MB Posted Jun 14, 2024

Attached to: Z1DA--630-24-2-7865-0001 (630A4-17-520 Replace Pump Station and Controls (SA))
Solicitation number: 36C24224B0026
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Jun 14, 2024

This document appears to be Attachment 2 - IFC-Drawings Replace Pump Station and Controls SA, which is related to the federal contract opportunity with Solicitation Number 36C24224B0026 to replace the pump station and controls for the Department of Veterans Affairs Veterans Integrated Service Network 2.

The key details of this document are:

It contains the IFC (Issued for Construction) drawings for the replacement of the pump station and controls.
The drawings provide the technical specifications and details for the pump station and controls that are to be replaced under the solicitation.
The drawings cover the site plan, demolition plan, plumbing plans, mechanical plans, electrical plans, and other relevant construction details for the pump station and controls.

View the file

Other files

File	Type	Posted
36C24224B0026 0009.docx	DOCX document	Sep 16, 2024
36C24224B0026 0008.docx	DOCX document	Sep 12, 2024
36C24224B0026 0007.docx	DOCX document	Sep 9, 2024
Attachment C - Responses to RFI.pdf	PDF	Sep 9, 2024
36C24224B0026 0006.docx	DOCX document	Aug 28, 2024
Attachment B - Responses to RFI.pdf	PDF	Aug 28, 2024
36C24224B0026 0005.docx	DOCX document	Aug 19, 2024
36C24224B0026 0004.docx	DOCX document	Jul 29, 2024
Attachment A - Responses to RFI.pdf	PDF	Jul 29, 2024
36C24224B0026 0003.docx	DOCX document	Jul 16, 2024
36C24224B0026 0002.docx	DOCX document	Jul 16, 2024
36C24224B0026 0001.docx	DOCX document	Jul 2, 2024
S04 - Sign In Site Visit - 36C24224B0026 Replace Pump Station and Controls.pdf	PDF	Jul 2, 2024
Attachment 5 FAR 52.225-2 BUY AMERICAN CERTIFICATE.pdf	PDF	Jun 14, 2024
Attachment 1 -IFC-DESIGN-ANALYSIS - Replace Pump Station and Controls SA.pdf	PDF	Jun 14, 2024
Attachment 4 VA NOTICE OF LIMITATIONS ON SUBCONTRACTING Certificate of Compliance.pdf	PDF	Jun 14, 2024
36C24224B0026_1.docx	DOCX document	Jun 14, 2024
013200 Construction Documentation.docx	DOCX document	Jun 14, 2024
Attachment 3 - IFC MASTER SPECS SA Pump 360A4-17-520 092823 R3.pdf	PDF	Jun 14, 2024

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QUEENS

BRONX

NEW YORK

NASSAU

AREA OF WORK

BUILDING 176

VA NEW YORK HARBOR HEALTHCARE SYSTEM

D2X Associates Service Disabled Veteran Owned Small Business

259 St. Ives Dr., Talent, Oregon 97540 442 Chelsea Ave, W. Babylon, NY 11704

541-944-8768 email: bdxinfo@gmail.com

REPLACE PUMP STATION

AND CONTROLS,

building 176, ST ALBANS

Patriot Design & Consulting 3610 Lawson Road

Jamestown, New York 14701 phone: (716) 484-1366 email: rtolman@tpatriot-dc.com

O'Brien & Gere (Ramboll) 18 Link Drive, Binghamton, NY 13904

333 West Washington St., Syracuse, NY 13221 163 North Wellwood Ave, Lindenhurst, New York 11757 phone: 607-232-5316 email: Todd.Farr@ramboll.com

Environmental Monitoring& Consulting Assoc.

P.O. Box 872 Somerville, NJ 08876 email: emcaeng@aol.com

171 LINDEN BLVD, JAMAICA, NY 11425

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Fi le

P at h \\R

-G R

O U

O R

\D 2X

-A

O C

L-

M P-

I\D O

C S\

D W

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-1 0-

G I0

W G

/2 6/

STAMP

Dwg. of on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

1 2 3 4 5 6 87 9

97 8654321

259 St. Ives Dr.

Talent, OR 97540

RAMBOLL AMERICAS

ENGINEERING SOLUTIONS, INC.

TITLE SHEET

VA NEW YORK HARBOR HEALTHCARE SYSTEM

171 LINDEN BLVD. JAMAICA, NY 11425

T .FARR J. GONZALEZ09/28/2023

630A-17-520

NY HARBOR HEALTHCARE CENTER

BUILDING 176

REPLACE PUMP STATION AND CONTROLS

09/28/2023REV 0 ISSUED FOR CONSTRUCTION

VJC 09/28/2023

VA ST. ALBANS CAMPUS

BINGHAMTON, NY 13901-3236

49 COURT STREET, SUITE 120

SA-01-23

GI-001

GI-002

AD-100

AS-100

C-001

CD-100

CU-001

CU-010

CU-011

CU-100

CU-101

PP-001

PD-101

PP-101

PP-102

EP-001

ED-101

ED-102

ED-103

ED-601

EL-101

EL-102

EP-101

EP-601

ES-101

ET-101

TITLE SHEET

LIFE SAFETY AND ICRA PLANS

ARCHITECTURAL DEMOLITION

ARCHITECTURAL FLOOR PLANS AND DETAILS

GENERAL SITE NOTES, SYMBOLS, AND ABBREVIATIONS

SITE DEMOLITION PLAN

PHASING

SITE DETAILS

SITE PLAN

PROFILE

GENERAL NOTES, SYMBOLS & ABBREVIATIONS

PUMP STATION DEMOLITION

PUMP STATION INSTALLATION

PUMP CONTROL AND SEQUENCING

SYMBOLS, ABBREVIATIONS AND NOTES

PUMP STATION GROUND FLOOR PLAN - POWER DEMOLITION

PUMP STATION GROUND FLOOR PLAN - LIGHTING DEMOLITION

PUMP STATION PIT LEVEL FLOOR PLAN - DEMOLITION

DEMOLITION ONE-LINE DIAGRAM

PUMP STATION GROUND FLOOR PLAN - LIGHTING INSTALLATION

PUMP STATION PIT LEVEL FLOOR PLAN - LIGHTING INSTALLATION

PUMP STATION GROUND FLOOR PLAN - POWER INSTALLATION

ONE-LINE DIAGRAM & SCHEDULES PARTIAL SITE PLAN -

COMMUNICATIONS INSTALLATION PARTIAL BASEMENT PLANS -

COMMUNICATIONS INSTALLATION

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AutoCAD SHX Text N

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CRESSMAN

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TRUCK

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RAMP

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TRUCK

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RAMP

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PARKING

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PARKING

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GRASS

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CONCRETE

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RETAINING WALL

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LAUNDRY

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178TH PL.

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179TH ST.

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180TH ST.

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180TH ST.

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179TH ST.

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LINDEN BLVD.

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MONTAUK ST

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BAISLEY BLVD.

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DUNKIRK ST.

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RIVERTON ST.

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LONG ISLAND RAILROAD

AutoCAD SHX Text x

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PARKING

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GRASS INFIELD

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PARKING

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OXYGEN

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STORAGE

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LOT B2

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FUEL

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STORAGE TANKS

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ABANDONED OVERHEAD RAILROAD SIDING

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PUMPHOUSE

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WATER

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TANK

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GARAGE

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DRIVEWAY

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PARKING

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LOT B1

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PARKING

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NYS

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OPC

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BUILDING SCHEDULE

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NO: DESCRIPTION:

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60 GUARD HOUSE

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64 BOILER PLANT

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65 GARAGE

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85 INTERMEDIATE CARE WARD "C"

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86 INTERMEDIATE CARE WARD "D"

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87 NURSING CARE WARD "B"

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88 DIETETICS BUILDING / DOMICILIARY "S"

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89 ADMINISTRATION BUILDING/NURSING CARE "A"

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91 NURSING CARE - WARD "E"

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92 NURSING CARE WARD "F"

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93 NURSING CARE WARD "F"

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95 FUEL OIL STORAGE TANK NO. 1

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138 FLAGPOLE

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154 FUEL OIL STORAGE TANK NO. 2

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157 FLAGPOLE

AutoCAD SHX Text 165 QUARTERS BUILDING - Leased to J-Cap

AutoCAD SHX Text 166 QUARTERS BUILDING - Leased to J-Cap

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167 GENERATOR BUILDING

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168 GENERATOR BUILDING

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169 PRIMARY SUB-STATION

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170 PADMOUNTED TRANSFORMER

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171 PADMOUNTED TRANSFORMER

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172 PADMOUNTED TRANSFORMER

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173 CONSOLIDATED LAUNDRY

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174 LAUNDRY GENERATOR BUILDING

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175 WATER DISTRIBUTION RESERVOIR

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176 WATER DISTRIBUTION PUMP HOUSE NO. 1

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177 WATER DISTRIBUTION PUMP HOUSE NO. 2

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text N

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WORK LOCATION

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LOCATION MAP

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SITE MAP

AutoCAD SHX Text Project Directory

AutoCAD SHX Text Project: 630A4-17-520

AutoCAD SHX Text %%uArchitecture/Structural/Civil

AutoCAD SHX Text %%uMechanical/Structural

AutoCAD SHX Text %%uAsbestos Abatement

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

APPROVED BY:

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DATE:

AutoCAD SHX Text Drawing Index

GONZALJL

Snapshot

BOOSTER

PUMP

AREA

0'-0"

R.P.Z.

ROOM

0'-0"

ENGINE/

GENERATOR

AREA

CONCRETE

SLAB

0'-0"

TREATMENT

AREA

0'-0"

DOWN TO

SHALLOW

TRENCH

DOWN TO

DEEP

TRENCH

DOWN TO

SHALLOW

TRENCH

DEEP

PIPE

TRENCH

(-)13'-4"

SHALLOW

PIPE

TRENCH

(-)6'-8"

UP TO GROUND LEVEL

UP TO GROUND LEVELUP TO GROUND LEVEL

DOWN TO DEEP TRENCH

INFECTION CONTROL RISK ASSESSMENT

MATRIX OF PRECAUTIONS FOR CONSTRUCTION AND RELOCATION

TYPE CONSTRUCTION PROJECT ACTIVITY

TYPE A INSPECTION AND NON-INVASIVE ACTIVITIES.

INCLUDE, BUT ARE NOT LIMITED TO:

REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1

TILE PER 50 SQUARE FEET.

PAINTING (BUT NOT SANDING).

WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND

ACTIVITIES THAT DO NOT GENERATE DUST OR REQUIRE CUTTING OF

WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL

INSPECTION.

TYPE B SMALL SCALE, SHORT DURATION ACTIVITIES THAT CREATE MINIMAL

DUST.

INCLUDE, BUT ARE NOT LIMITED TO:

INSTALLATION OF TELEPHONE AND COMPUTER CABLING.

ACCESS TO CHASE SPACES.

CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE

CONTROLLED.

TYPE C WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR

REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING

COMPONENTS OR ASSEMBLIES.

INCLUDES, BUT IS NOT LIMITED TO:

SANDING OF WALLS FOR PAINTING OR WALL COVERING.

REMOVAL OF FLOOR COVERINGS, CEILING TILES, AND CASEWORK.

NEW WALL CONSTRUCTION.

MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS.

MAJOR CABLING ACTIVITIES.

ANY ACTIVITY THAT CANNOT BE COMPLETED WITHIN A SINGLE

WORK SHIFT.

TYPE D MAJOR DEMOLITION AND CONSTRUCTION PROJECTS.

INCLUDES, BUT IS NOT LIMITED TO:

ACTIVITIES THAT REQUIRE CONSECUTIVE WORK SHIFTS.

REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE

CABLING SYSTEM.

NEW CONSTRUCTION.

PATIENT RISK GROUPS

LOW RISK MEDIUM RISK HIGH RISK HIGHEST RISK

ICRA MATRIX CLASS OF PRECAUTIONS

PATIENT RISK GROUP TYPE A TYPE B TYPE C TYPE D

DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS BY CLASS - SEE "KEYED NOTE" THIS SHEET, FOR PROJECT SPECIFICS

CLASS DURING CONSTRUCTION/DEMOLITION PHASE UPON COMPLETION OF THE PROJECT/PHASE

CLASS I

CLASS II

CLASS III

CLASS IV

1. NOTIFY THE COR OR GOVERNMENT DESIGNATED AUTHORITY.

2. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS.

1. NOTIFY THE COR OR GOVERNMENT DESIGNATED AUTHORITY.

2. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING

INTO ATMOSPHERE SUCH AS WET METHODS OR TOOL MOUNTED DUST

COLLECTORS WHERE POSSIBLE. WHERE DUST CONTROL IS SHOWN ON

ICRA PLAN, PROVIDE SHEET PLASTIC BARRIERS AS SPECIFIED IN SECTION

01 35 26, INFECTION CONTROL, PRODUCTS AND MATERIALS, DURING

DEMOLITION ACTIVITIES. REMOVE BARRIERS UPON COMPLETION OF

DEMOLITION WORK AND APPROVAL OF COR.

3. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

4. SEAL UNUSED DOORS WITH DUCT TAPE.

5. BLOCK OFF AND SEAL AIR VENTS.

6. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED.

AS ABOVE AND:

1. OBTAIN PERMIT FROM THE COR OR GOVERNMENT DESIGNATED

AUTHORITY.

2. COMPLETE ALL CRITICAL BARRIERS (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. INSTALL CONSTRUCTION BARRIERS AND CEILING

PROTECTION CAREFULLY, COORDINATE TIMING OF INSTALLATION WITH VA

STAFF.

3. MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE,

WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND

CONTINUOUSLY MONITOR WITH A DIGITAL DISPLAY, RECORDING AND

ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON INSTALLATION AND

MAINTAINED WITH PERIODIC CALIBRATION AND MONITORED BY THE

CONTRACTOR.

4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS

SOLID LID.

AS ABOVE AND:

1. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

2. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS

THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM

CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR

PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE

WORK SITE.

3. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE

COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER

EXITS THE WORK AREA.

1. CLEAN WORK AREA UPON COMPLETION OF TASK.

2. NOTIFY THE COR OR GOVERNMENT DESIGNATED

AUTHORITY.

1. WET MOP/WIPE WORK SURFACES WITH

CLEANER/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. UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK

WAS PERFORMED.

5. NOTIFY THE COR OR GOVERNMENT DESIGNATED

AUTHORITY.

AS ABOVE AND:

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL

COMPLETED PHASE HAS BEEN INSPECTED BY THE COR OR

GOVERNMENT DESIGNATED AUTHORITY AND THOROUGHLY

CLEANED BY THE VA ENVIRONMENTAL SERVICES

DEPARTMENT.

2. REMOVE CONSTRUCTION BARRIERS AND CEILING

PROTECTION CAREFULLY TO MINIMIZE SPREADING OF DIRT

AND DEBRIS ASSOCIATED WITH CONSTRUCTION;

COORDINATE TIMING OF REMOVAL WITH VA STAFF.

3. RETURN PERMIT TO THE COR.

AS ABOVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Fi le

P at h S :\D

2X \D

-0 4\

\G I-0

W G

STAMP

Dwg. of on e ei gh th in ch o ne fo ot

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

1 2 3 4 5 6 87 9

97 8654321

259 St. Ives Dr.

Talent, OR 97540

REPLACE PUMP STATION AND CONTROLS

BUILDING 176

NY HARBOR HEALTHCARE CENTER

VA ST. ALBANS CAMPUS

3610 LAWSON ROAD « JAMESTOWN, NY 14701

(716) 484 - 1366 (716) 484 - 1519 FAX

P TRIOT

DESIGN & CONSULTING

STILL SERVING

U.S. Department of Veterans Affairs

VA NEW YORK HARBOR HEALTHCARE SYSTEM

179 LINDEN BLVD. JAMAICA, NY 11424 SA-01-23

PLAN

NORTH

SCALE: 1/4" = 1'-0"

PLAN

NORTH

SCALE: 1/4" = 1'-0"

D C

DC DC DC

D C

DC DC DC DC DC DC

D C

DC DC

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FEC

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FEC

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GI-002

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LIFE SAFETY AND ICRA PLANS

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GENERAL LIFE SAFETY NOTES:

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1. NEVER COMPLETELY OBSTRUCT DOORS, TRENCH ACCESS OR NEVER COMPLETELY OBSTRUCT DOORS, TRENCH ACCESS OR PATHWAYS TO EXITS. PERFORM WORK SO THAT SAFE AND CLEAR PASSAGE IS MAINTAINED AT ALL TIMES. 2. EXISTING EXITS TO BE MAINTAINED DURING CONSTRUCTION. PROVIDE EXISTING EXITS TO BE MAINTAINED DURING CONSTRUCTION. PROVIDE TEMPORARY PROTECTION AND TEMPORARY WAYFINDING SIGNAGE AS REQUIRED TO MAINTAIN EGRESS AND SAFE PASSAGE FROM THE BUILDING. 3. PROVIDE TEMPORARY PROTECTION FOR SPACES AND AREAS ABOVE PROVIDE TEMPORARY PROTECTION FOR SPACES AND AREAS ABOVE AND BELOW AREAS OF DEMOLITION TO PROTECT PERSONS FROM PHYSICAL HAZARD AND BUILDING COMPONENTS, EQUIPMENT, ETC. FROM DAMAGE. 4. PROVIDE TEMPORARY BARRIERS OR PARTITIONS TO PROTECT PROVIDE TEMPORARY BARRIERS OR PARTITIONS TO PROTECT OCCUPANTS FROM PHYSICAL HAZARD AND AS REQUIRED FOR DUST CONTROL. 5. SEE ICRA PLANS, THIS SHEET, FOR LOCATION OF TEMPORARY SEE ICRA PLANS, THIS SHEET, FOR LOCATION OF TEMPORARY BARRIERS. 6. THE LOCATION OF CONSTRUCTION DOORS IN CONSTRUCTION BARRIERS THE LOCATION OF CONSTRUCTION DOORS IN CONSTRUCTION BARRIERS TO BE DETERMINED BY THE CONTRACTOR, WITH PRIOR APPROVAL FROM THE COR. 7. COORDINATE DEMOLITION OF AREAS WITH EXISTING CONSTRUCTION TO COORDINATE DEMOLITION OF AREAS WITH EXISTING CONSTRUCTION TO REMAIN TO ASSURE MINIMAL DISRUPTION OF BUILDING OPERATIONS. 8. REFER TO SPECIFICATION SECTION 01 35 26, SAFETY REQUIREMENTS REFER TO SPECIFICATION SECTION 01 35 26, SAFETY REQUIREMENTS AND ICRA MATRIX, THIS SHEET, FOR DETAILED INSTRUCTIONS ON LIFE SAFETY AND ICRA MEASURES. 9. DO NOT IMPAIR EXISTING FIRE PROTECTION SYSTEMS AND DO NOT IMPAIR EXISTING FIRE PROTECTION SYSTEMS AND COMPONENTS. COORDINATE ANY TEMPORARY IMPAIRMENTS NECESSARY FOR WORK WITH COR. PROVIDE FIRE WATCH ACCORDING TO SECTION 01 35 26, SAFETY REQUIREMENTS, 1.14 FIRE SAFETY FOR ALL NECESSARY IMPAIRMENTS TO ANY SYSTEM COMPONENTS. 10. EXISTING TRENCH AREAS ARE CONSIDERED "CONFINED SPACES". EXISTING TRENCH AREAS ARE CONSIDERED "CONFINED SPACES". ENTRY INTO ALL CONFINED SPACES SHALL COMPLY WITH 29 CFR 1926, SUBPART AA, AS OUTLINED IN SECTION 01 35 26, SAFETY REQUIREMENTS, PARAGRAPH 1.21 CONFINED SPACE ENTRY.

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KEYED LIFE SAFETY AND ICRA NOTES:

AutoCAD SHX Text EXISTING 42" GUARDRAIL WITH 4" TOE PLATE TO REMAIN. EXISTING METAL ACCESS LADDER TO REMAIN. EXISTING SAFETY CHAIN TO REMAIN. EXISTING SAFETY CHAIN TO BE REPLACED. EXISTING STEEL PIPE COLUMNS TO REMAIN.

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AutoCAD SHX Text LOW RISK GROUP I II II III/IV I II II III/IV II II III/IV II III/IV III/IV MEDIUM RISK GROUP I II III IV I II III IV II III IV III IV IV HIGH RISK GROUP I II III or IV IV I II III or IV IV II III or IV IV III or IV IV IV HIGHEST RICK GROUP II III or IV III or IV IV II III or IV III or IV IV III or IV III or IV IV III or IV IV IV NOTE: INFECTION CONTROL APPROVAL IS REQUIRED FOR ALL DEMOLITION, CONSTRUCTION OR RENOVATION ACTIVITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN AN INFECTION CONTROL PERMIT FROM HOSPITAL SAFETY OFFICER OR FACILITIES MANAGEMENT, MAINTENANCE AND ENGINEERING DEPARTMENT BEFORE DEMOLITION OR CONSTRUCTION BEGINS AND PROVIDE ALL REQUIRED INFECTION CONTROL PRECAUTIONS.

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OFFICE AREAS BOILER ROOM EQUIPMENT ROOMS (NON-CLINICAL)

AutoCAD SHX Text CARDIOLOGY ECHOCARDIOGRAPHY ENDOSCOPY NUCLEAR MEDICINE PHYSICAL THERAPY RADIOLOGY/MRI RESPIRATORY THERAPY OUTPATIENT CLINICS

AutoCAD SHX Text EMERGENCY ROOM LABOR & DELIVERY CLINICAL LABORATORIES PEDIATRICS PHARMACY POST ANESTHESIA CARE UNIT SURGICAL UNITS

AutoCAD SHX Text ANY AREA CARING FOR IMMUNOCOMPROMISED PATIENTS BURN UNIT CARDIAC CATH LAB SUPPLY, PROCESSING, AND DISTRIBUTION ALL INPATIENT MEDICAL OR SURGICAL UNITS MEDICAL UNIT NEGATIVE PRESSURE ISOLATION ROOMS OUTPATIENT CHEMOTHERAPY AREAS OPERATING ROOMS

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LEGEND:

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WALK-OFF (TACKY) MAT DUST CONTROL BARRIER EGRESS PATH

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

APPROVED BY:

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DATE:

AutoCAD SHX Text 630A4-17-520

AutoCAD SHX Text

REV 0 ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 09/28/2023

AutoCAD SHX Text

VJC

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AutoCAD SHX Text 09/28/2023

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LLJ

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EHA

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ABBREVIATIONS:

AutoCAD SHX Text FE - FIRE EXTINGUISHER - FIRE EXTINGUISHER FIRE EXTINGUISHER FEC - FIRE EXTINGUISHER CABINET - FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET NNW - NO NEW WORK - NO NEW WORK NO NEW WORK (E) - EXISTING- EXISTINGEXISTING

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GROUND FLOOR PLAN

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PIT LEVEL FLOOR PLAN

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AutoCAD SHX Text (E)

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AREA

0'-0"

R.P.Z.

ROOM

0'-0"

ENGINE/

GENERATOR

AREA

CONCRETE

SLAB

0'-0"

TREATMENT

AREA

0'-0"

DOWN TO

SHALLOW

TRENCH

DOWN TO

DEEP

TRENCH

DOWN TO

SHALLOW

TRENCH

DEEP

PIPE

TRENCH

(-)13'-4"

SHALLOW

PIPE

TRENCH

(-)6'-8"

UP TO GROUND LEVEL

UP TO GROUND LEVELUP TO GROUND LEVEL

DOWN TO DEEP TRENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Fi le

P at h S :\D

2X \D

-0 4\

\A D

-1

.D W

G P

STAMP

Dwg. of on e ei gh th in ch o ne fo ot

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

1 2 3 4 5 6 87 9

97 8654321

259 St. Ives Dr.

Talent, OR 97540

REPLACE PUMP STATION AND CONTROLS

BUILDING 176

NY HARBOR HEALTHCARE CENTER

VA ST. ALBANS CAMPUS

3610 LAWSON ROAD « JAMESTOWN, NY 14701

(716) 484 - 1366 (716) 484 - 1519 FAX

P TRIOT

DESIGN & CONSULTING

STILL SERVING

U.S. Department of Veterans Affairs

VA NEW YORK HARBOR HEALTHCARE SYSTEM

179 LINDEN BLVD. JAMAICA, NY 11424 SA-01-23

PLAN

NORTH

SCALE: 1/4" = 1'-0"

PLAN

NORTH

SCALE: 1/4" = 1'-0"

EXISTING PLYWOOD

OVER GRATING

EXISTING 1-1/2" x 3 16"

STEEL BAR GRATING,

TYPICAL

LINE OF ELEVATION CHANGE

EXISTING 42" GUARDRAIL

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FEC

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FEC

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AD-100

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ARCHITECTURAL DEMOLITION

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 630A4-17-520

AutoCAD SHX Text

REV 0 ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 09/28/2023

AutoCAD SHX Text

VJC

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AutoCAD SHX Text 09/28/2023

AutoCAD SHX Text

LLJ

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EHA

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GROUND FLOOR DEMOLITION PLAN

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PIT LEVEL FLOOR DEMOLITION PLAN

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KEYED DEMOLITION PLAN NOTES:

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING SAFETY CHAIN AND HOOKS. METAL WALL MOUNTING PLATES TO REMAIN. CAREFULLY REMOVE EXISTING FIRE EXTINGUISHER CABINET, SALVAGE FOR RE-INSTALLATION AS SHOWN ON NEW WORK PLAN. CAREFULLY REMOVE EXISTING FIRE EXTINGUISHER AND MOUNTING HARDWARE. PATCH AND REPAIR WALL AS REQUIRED FOR THE INSTALLATION OF FIRE EXTINGUISHER CABINET. MOUNT EXISTING FIRE EXTINGUISHER IN CABINET. EXISTING FIRE EXTINGUISHER CABINET WITH FIRE EXTINGUISHER TO REMAIN. EXISTING SAFETY CHAIN TO REMAIN. EXISTING PIPE TO REMAIN. STEEL MESH SECURITY FENCE TO REMAIN. CORE DRILL HOLE IN EXISTING FOUNDATION WALL, SIZE AS REQUIRED TO ACCOMMODATE LINK-SEAL FOR NEW CONTROL CONDUIT. COORDINATE CONDUIT SIZE WITH ELECTRICAL DOCUMENTS. MODIFY EXISTING METAL GRATING TO EXTENT NECESSARY FOR THE WELDING OF NEW SWING GATE STEEL PIPE POST TO EXISTING STEEL ANGLE. CUT GRATING AND GRIND ALL EDGES SMOOTH. REFER TO SWING GATE DETAIL ON DRAWING AS-100.

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GENERAL DEMOLITION NOTES:

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1. REFER TO CIVIL, PLUMBING AND ELECTRICAL DRAWINGS FOR REFER TO CIVIL, PLUMBING AND ELECTRICAL DRAWINGS FOR RELATED REMOVALS AND DEMOLITION TO BE PERFORMED UNDER THIS PROJECT AND COORDINATE ALL DEMOLITION WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL DEMOLITION WORK SHOWN ON DRAWINGS. 3. UNLESS OTHERWISE NOTED, ALL ITEMS REMOVED SHALL UNLESS OTHERWISE NOTED, ALL ITEMS REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR AND BE LEGALLY AND PROPERLY DISPOSED OF. 4. EXISTING TRENCH AREAS ARE CONSIDERED "CONFINED EXISTING TRENCH AREAS ARE CONSIDERED "CONFINED SPACES". ENTRY INTO ALL CONFINED SPACES SHALL COMPLY WITH 29 CFR 1926, SUBPART AA, AS OUTLINED IN SECTION 01 35 26, SAFETY REQUIREMENTS, PARAGRAPH 1.21 CONFINED SPACE ENTRY.

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AREA

0'-0"

R.P.Z.

ROOM

0'-0"

ENGINE/

GENERATOR

AREA

CONCRETE

SLAB

0'-0"

TREATMENT

AREA

0'-0"

DOWN TO

SHALLOW

TRENCH

DOWN TO

DEEP

TRENCH

DOWN TO

SHALLOW

TRENCH

DEEP

PIPE

TRENCH

(-)13'-4"

SHALLOW

PIPE

TRENCH

(-)6'-8"

UP TO GROUND LEVEL

UP TO GROUND LEVELUP TO GROUND LEVEL

DOWN TO DEEP TRENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Fi le

P at h S :\D

2X \D

-0 4\

\A S-

D W

G P

STAMP

Dwg. of on e ei gh th in ch o ne fo ot

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

1 2 3 4 5 6 87 9

97 8654321

259 St. Ives Dr.

Talent, OR 97540

REPLACE PUMP STATION AND CONTROLS

BUILDING 176

NY HARBOR HEALTHCARE CENTER

VA ST. ALBANS CAMPUS

3610 LAWSON ROAD « JAMESTOWN, NY 14701

(716) 484 - 1366 (716) 484 - 1519 FAX

P TRIOT

DESIGN & CONSULTING

STILL SERVING

U.S. Department of Veterans Affairs

VA NEW YORK HARBOR HEALTHCARE SYSTEM

179 LINDEN BLVD. JAMAICA, NY 11424 SA-01-23

PLAN

NORTH

SCALE: 1/4" = 1'-0"

PLAN

NORTH

SCALE: 1/4" = 1'-0"

SCALE: 1/2" = 1'-0"

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

FEC

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FEC

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FEC

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AS-100

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ARCHITECTURAL FLOOR PLANS

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 630A4-17-520

AutoCAD SHX Text

REV 0 ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 09/28/2023

AutoCAD SHX Text

VJC

AutoCAD SHX Text

AutoCAD SHX Text 09/28/2023

AutoCAD SHX Text

LLJ

AutoCAD SHX Text

EHA

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GROUND FLOOR PLAN

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PIT LEVEL FLOOR PLAN

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KEYED PLAN NOTES:

AutoCAD SHX Text NEW OR RELOCATED FIRE EXTINGUISHER CABINET WITH EXISTING FIRE EXTINGUISHER, AS SPECIFIED. NEW STEEL PIPE SELF-CLOSING SECURITY GATE AS SPECIFIED AND DETAILED. EXISTING 42" HIGH GUARDRAIL. EXISTING METAL LADDER. PROVIDE AND INSTALL NEW "CONFINED SPACE" SIGNAGE AS SPECIFIED. EXISTING STEEL PIPE COLUMNS. EXISTING 42" HIGH STEEL PIPE GUARDRAIL. PROVIDE AND INSTALL NEW SECTION OF 42" GUARDRAIL TO MATCH EXISTING. REFER TO GATE ELEVATION #2, THIS SHEET. NEW UNDERGROUND CONTROL CONDUIT ENCASED IN CONCRETE. PROVIDE LINK-SEAL WALL PENETRATION SEAL. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING CONDUIT, REFER TO CIVIL DRAWING CU-010 FOR INFORMATION REGARDING CONCRETE ENCASEMENT. AT INTERIOR, INSTALL CONDUIT ALONG WALL SURFACE IN SUCH A MANNER AS TO NOT INTERFERE WITH LADDER ACCESS TO TRENCH BELOW. PROVIDE 2"x2"x "x2" LONG STEEL ANGLE FLOOR STOP, WELD TO 18"x2" LONG STEEL ANGLE FLOOR STOP, WELD TO EXISTING GRATING. LOCATE AS REQUIRED TO PROHIBIT SECURITY GATE FROM CONTACT WITH EXISTING FIRE EXTINGUISHER CABINET. CONCRETE PIPE SUPPORT PADS. REFER TO PLUMBING DRAWING PP-101 FOR REQUIRED LOCATIONS AND SIZES.

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GENERAL NOTES:

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1. EXISTING TRENCH AREAS ARE CONSIDERED "CONFINED EXISTING TRENCH AREAS ARE CONSIDERED "CONFINED SPACES". ENTRY INTO ALL CONFINED SPACES SHALL COMPLY WITH 29 CFR 1926, SUBPART AA, AS OUTLINED IN SECTION 01 35 26, SAFETY REQUIREMENTS, PARAGRAPH 1.21 CONFINED SPACE ENTRY.

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AND DETAILS

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SECURITY GATE ELEVATIONS

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TYP. ALL GATES

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EXISTING BRICK

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EXISTING CMU

AutoCAD SHX Text EXISTING METAL WALL PLATE CUT OFF EXISTING EYE HOOKS AND OTHER ITEMS TO MAKE SMOOTH AND LEVEL. WELD NEW SPRING HINGES TO METAL PLATE

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TOP OF EXISTING CONCRETE

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4" TOE KICK, TYPICAL

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NEW STEEL PIPE GUARDRAIL SECTION

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SELF-CLOSING SPRING HINGES, CLAMP TO GUARDRAIL

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EXISTING CONCRETE FOUNDATION WALL

AutoCAD SHX Text EXISTING METAL WALL PLATE CUT OFF EXISTING EYE HOOKS AND OTHER ITEMS TO MAKE SMOOTH AND LEVEL. WELD NEW SPRING HINGES TO METAL PLATE

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GATE STOPS, WELDED TO GATE. (2) EACH GATE, TYPICAL

AutoCAD SHX Text EXISTING W6x9

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EXISTING STEEL GUARDRAIL

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EXISTING STEEL GRATE

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WELD NEW POSTS TO TOP OF EXISTING BEAM

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EXISTING STEEL GUARDRAIL

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TOP OF EXISTING CONCRETE

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GROUND FLOOR PLAN

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AS-100

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EXISTING CONCRETE FOUNDATION WALL

AutoCAD SHX Text CORE DRILL HOLE IN EXISTING WALL, DIAMETER AS REQUIRED TO ACCOMMODATE CONDUIT AND INSTALLATION OF LINK-SEAL

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LINK-SEAL WALL PENETRATION SEAL

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MIN. 3 FEET BELOW GRADE

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REFER TO CIVIL DWGS

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CONTROL CONDUIT, REFER TO ELECTRICAL

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CONCRETE ENCASEMENT, REFER TO CIVIL

AutoCAD SHX Text

.g m C

.S m

�o

II a £ <O .S m

.S � 0 a • � <O

.g m

0" .S m

.g C

·i' � 0

GENERAL SITE NOTES=

1. THE NOTES ON THIS SHEET ARE APPLICABLE TO THE ENTIRE SET OF DRAWINGS AND

ARE NOT SHOWN ON EACH INDIVIDUAL SHEET. THE CONTRACTOR IS RESPONSIBLE FOR

APPLYING THESE NOTES THROUGHOUT THE ENTIRE PROJECT.

2. IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY ON THE

CONSTRUCTIOI\ PlANS OR A POTENTIAL UTILITY CONFLICT, HE SHALL CONTACT THE

COR IMMEDIATELY FOR CLARIFICATION, PRIOR TO PROCEEJING WITH CONSTRUCTION OF

THE PORTION IN QUESTION.

EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS,

ACCORDING TO THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTORS

RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION. ANY U�LITY

RELOCATION, WHICH MAY BE REQUIRED, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR, AND SHALL BE COORJINATED WITH THE AFFECTED UTILITY. ALL EXISTING

UTILITIES SHALL BE LOCATED BEFORE COMMEI\CING WORK CONTACT: UNDERGROUND

UTILITIES LOCATING SERVICE - 1-800-962-7962 OR B1 I.

THE CONTRAC-OR SHALL PROVIDE AT HIS EXPENSE, ALL AUTOMOBILE AND PEDESTRIAN

TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY, OR LOCAL

AGENCIES. THE AMOUNT, LOCATION, AND SIZE SHALL BE AS REQUIRED BY AGENCY

CONTRACTOR SHALL CONDUCT A "WALK THROUGH" MEETING WITH COR WHEN -HE

CONTRACTOR BELIEVES THE FINAL RESTORATION IS COMPLETE TO ENSURE THE

RESTORATION \1EETS THE REASONABLE EXPECTATIONS OF ST. ALBANS VA.

6. CONDUCT REMOVAL OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO

ADJACENT SURFACES AND AREAS.

7. THE CONTRAC-OR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING A SECURE AND

SAFE SITE DURING THE ENTIRE PROJECT.

8. THE KNOWN STRUCTURES, UTILITIES, MANHOLES, PAVEMENTS, FENCES, POLES, AND

SIMILAR FEATURES LOCATED ON OR ADJACENT TO THE WORK SITE ARE SHOWN ON

THE PlANS. T "1IS INFORMATION HAS BEEN COMPILED FORM SEVERAL SOURCES AND IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. n-lS INFORMATION IS NOT

GUARANTEED TO BE COMPLETE OR WITHOUT ERRORS. T "1E SIZE AND LOCATION OF

STRUCTURES AND UTILITIES MAY BE INACCURATE. OTHER OBSTRUCTIONS MAY BE

ENCOUNTERED.

9. PROVIDE AND MAINTAIN A SAFE EXCAVATION IN ACCORDANCE WITH VA AND OS"1A

GUIDELINES.

10. RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER THAN PRE-PROJECT

CONDITION.

11. ALL INSPECTICNS/SITE ASSESSMENTS MUST BE PERFORMED BY A QUALIFIED

PROFESSIONAL.

12. DISTURBED AREA SHALL BE MINIMIZED TO THE EXTENT POSSIBLE.

13. IT SHALL BE THE CONTRACTORS RESPONSIBILI� TO PROTECT EXIST NG FEATURES.

DAMAGED FEATURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE OWNER.

14. WATER, SANITARY SEWER, STORM SEWER, ELECTRIC, COMMUNICATION, STEAM, AND GK,

LINES DAMAGED DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. T 7E CONTRACTOR SHALL NOT

BE PERMITTED TO CONTINUE UNTIL DAMAGED SERVICE IS REPAIRED.

15. WHEN ADJACENT ASPHALT OR CONCRETE AREAS ARE DISTURBED AS PART OF THE

CONSTRUCTIO,, THE CONTRACTOR SHALL BE REQUIRED TO REPLACE THE DAMAGED

OR EXCAVATED AREA TH, PERIMETER OF THE DISTURBED AREA SHALL BE SAW CUT

FULL DEPTH, SO THAT THE LINES ARE STRAIGHT AND TRUE. ASPHALT SHALL BE

COMPACTED TO A SMOOTH SURFACE AND SHALL BE FLUSH WITH THE EXISTING

ADJACENT AREA THAT IS TO REMAIN.

16. SUPPORT ALL UTILITIES EXPOSED BY EXCAVATION.

17. WHEN WATER IS KNOWN OR EXPECTED TO BE ENCOUNTERED IN THE TRENCHES AND

PITS, PUMPS OF SUFFICl:::NT CAPACllY TO HANDLE THE FLOW SHALL BE MAINTAINED

AT THE SITE. THEY SHALL BE IN CONSTANTLY ATTENDED OPERATION ON A 24 HOUR

BK,IS UNTIL, IN SOLE JUDGEMENT OF THE COR, THEIR OPERATION CAN BE SAFELY

HALTED. WHEN DEWATERING, CLOSE OBSERVATION SHALL BE MAINTAINED TO DETECT

ANY SETTLEMENT OR DISPLACEMENT OF EMBANKMENT, AND FACILITIES.

18.

19.

20.

21.

22.

23.

24.

25.

DRAWINGS DO NOT INDICATE ALL EXISTING UTILITIES. PERFORM ALL EXCAVATIONS WITH

EXTREME CAUTION. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE

LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS

ARE NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

ANY CONTRACTOR PERFORMING WORK IN A CONFINED SPACE (I.E. MANHOLES, TANKS,

CHAMBERS), MUST CERTIFY THAT THEY HAVE THEIR OWN CONFINED SPACE ENTRY

PROGRAM THAT MEETS OR EXCEEDS OSHA'S REGULATIONS. CERTIFICATION MUST BE

NOTARIZED BY A PUBLIC NOTARY. THE CONFINED SPACE PROGRAM MUST BE

SUBMITTED TO COR AND APPROVED BY VA. INDIVIDUALS PARTICIPATING IN A CONFINED

SPACE ENTRY SHALL BE TRAINED AND SHALL PROVIDE COR TRAINING CERTIFICATE ON

THE SPECIFIC CONTRACTOR PROGRAM.

AT LEAST 4" OF TOPSOIL SHALL BE PROVIDED FOR ALL AREAS TO BE SEEDED.

DURING CONSTRUCTION AND UNTIL AREAS ARE STABILIZED, MAINTAII\ THE SITE

AGAINST THE FORCES OF WATER AND WIND EROSION.

REMOVE FROM SITE ANO DISPOSE OFF-SITE CF ALL EXCESS EXCAVATED MATERIALS

NOT USED ELSEWHERE.

IT SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO RELOCATE ALL EXISTING

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE

PLANS.

THE CONTRAC-OR AND SUBCONTRACTORS SHALL BE SOLELY RESPO\JSIBLE FOR

COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS, TOGETHER

WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS

(INCLUDING EMPLOYEES) AND PROPERTY. THE CONTRACTOR SHALL COMPLY WITH THE

OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 DURING THE CONDUCT AND

PERFORMANCE ON AND IN CONNEC-ION WITH THIS PROJECT. IT IS ALSO THE SOLE

RESPONSIBILllY OF THE CONTRACTOR TO INITIATE, MAINTAIN, AND SUPERVISE ALL

SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECT ON WITH THE

WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE CARE IN

OPERATING EQUIPMENT IN THE VICINllY OF UTILITIES, WHETHER OVERHEAD, AT

GROUND LEVEL, OR BURIED, AND SHALL SAVE AND HOLD HARMLESS TOLMAN

ENGINEERING, ARCHITECTURE & SURVEYING, PLLC OBA PATRIOT DESIGN &

CONSULTING, THE OWNER AND ANY OF THEIR DESIGNATED AGENTS FROM AND

AGAINST ANY AND ALL CLAIMS AND DAMAGES OF ANY KIND OF INJURY TO, OR DEATH

TO, ANY PERSON OR PE�SONS AND FROM DAMAGE TO OR LOSS OF PROPERTY,

ARISING OUT OF, OR ATTRIBUTED TO THE NEGLIGENCE 0' CONTRACTOR'S OPERAmNS.

26. THE CONTRAC-OR SHALL BE THOROUGHLY FAMILIAR WITH THE REGULAmNS OF THE

U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA), THE U.S. DEPARTMENT OF TRANSPORTATION (oo-), THE U.S. ENVIRON'.1ENTAL PROTECTION AGENCY (EPA), AND Sl�ILAR STATE AND OTHER AGENCIES HAVING

JURISDICTION OVER THE WORK BEING PERFORMED.

27. THE CONTRAC-OR SHALL PROVIDE NECESSARY HEALTH AND SAFETY TRAINING FOR ALL

OF THE CONTRACTOR'S ON-SIK PERSONNEL.

28. CONTRACTOR WARRANTS WHEN REQUIRED BY A PROJECT THAT ALL ITS EMPLOYEES

PERFORMING WORK ON SAID PROJECT ARE PERMITTED TO ENGAGE IN HAZARDOUS

WASTE OPERATIONS THAT COULD EXPOSE THEM TO HAZARDOUS SUBSTANCES, SAFETY,

OR HEALTH HAZARDS, AND SHALL PROVIDE EVIDENCE PRIOR TO COMMENCING WORK

THAT ALL WORKERS HAVE OBTAINEC THE NECESSARY HEALTH AND SAFETY TRAINING

AND MEDICAL SURVEILLANCE K, REQUIRED BY OSHA 1910.120.

29. EXISTING UNDERGROUND UTILITIES, SHOWN OR NOT SHOWN IN THESE DRAWINGS, ARE

TO BE VERIFlED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.

30. SURFACE DEBRIS SHALL BE PICKED UP AND DISPOSED OF PRIOR TO DEMOBILIZATION.

ALSO, ALL ASPHALT SURFACES SHALL BE BROOM CLEANED.

31. THE CONTRAC-OR IS RESPONSIBLE FOR ALL REQUIRED SURVEYS TC COMPLETE THE

PROJECT INCLUDING REESTABLISHMENT OF CONTROL POINTS, DAMAGED R/W PINS

AND STAKING OF EASEMENTS. THE CONTRACTOR SHALL REFERENCE ALL IRON PINS

AND MONUMENTS BEFORE EXCAVATI\JG AT OR NEAR SAID IRON PINS OR MONUMENTS.

IF ANY PINS OR MONUMENTS ARE DESTROYED OR DAMAGED BY THE CONTRACTOR,

THEY SHALL BE ACCURATELY REPLACED BY A REGISTERED SURVEYOR IN THE STATE

OF NEW YORK AT THE COMPLETION OF THE PROJECT.

32. ALL REQUIREMENTS DESCRIBED WITHIN THE GENERAL NOTES SECTION AND CONTRACT

DOCUMENTS, UNLESS OTHERWISE INDICATED, SHALL BE CONSIDERED INCIDENTAL TO

THE PROJECT WITH NO ASSOCIATED PAY ITEM AND NO ADDITIONAL COMPENSATION TO

BE AWARDED TO THE CONTRACTOR.

GENERAL SITE NOTES CONTINUED=

33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF ALL WORK

PERFORMED WITHIN THE RIGHT-OF-WAY, PUBLIC EASEMENTS AND WITHIN THE WORK

LIMITS FOR A PERIOD OF (1) ONE YEAR FROM THE FINAL ACCEPTANCE OF THE

WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO THE OWNER.

34. THESE PlANS HAVE BEEN PREPARED USING THE MOST ACCURATE INFORMATION AND

DATA AVAILABLE AT THE TIME OF PREPARATION. FIELD CONDITIONS MAY BE

ENCOUNTERED DURING CONSTRUCTION WHICH VARIES FROM THOSE DEPICTED HEREIN.

AS SUCH, THESE PlANS SHOULD BE USED AS A CONSTRUCTION CONTROL

REFERENCE, NOT A PRECISE CONSTRUCTION DOCUMENT. MODIFICATIONS TO THE

IMPROVEMENTS AS SHOWN MAY BE REQUIRED BASED ON FIELD CONDITIONS AT THE

TIME OF CONSTRUCTION.

35. COMPACTION, FIELD DENSllY TESTS, AND PROOF ROLLING IS REQUIRED FOR ALL

EARTHWORK, REFER TO SPECIFICATIONS FOR REQUIREMENTS.

.36. THE TRACKING OR SPILLAGE OF MUD, DIRT, OR DEBRIS UPON ROADWAYS IS

PROHIBITED, AND ANY SUCH OCCURRENCE SHALL BE CLEANED UP IMMEDIATELY BY

THE CONTRACTOR.

.37. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING A SECURE AND

SAFE SITE DURING THE ENTIRE PROJECT. DURING NON-WORK HOURS, GATES

SUPPLIED BY THE CONTRACTOR SHALL BE LOCKED TO PROTECT TRESPASSERS AND

TO SECURE THE WORK ZONE. THE CONTRACTOR SHALL PROVIDE TEMPORARY

CONSTRUCTION FENCE FOR ALL EXCAVATION AREAS.

.38. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PlACE BEFORE

CONSTRUCTION/DEMOUTION BEGINS. EROSION AND SEDIMENT CONTROL MEASURES

SHALL ALSO BE MAINTAINED THROUGHOUT THE CONSTRUCTION.

39. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

PROCEDURES, AND/OR TECHNIQUES

40. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS

ASSOCIATED WITH THE WORK AS DESCRIBED WITHIN THE PROJECT SPECIFICATIONS

AND DRAWINGS

41 ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS SHOWN

ON THE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE CONTRACT OFFICER.

42. THE LOCATION OF UTILITIES AND STRUCTURES SHOWN ARE NOT NECESSARILY

CURRENT, COMPLETE, OR CORRECT. THE EXACT LOCATION AND PROTECTION OF

UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. IF DAMAGE IS CAUSED,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF SAME AND FOR ANY

RESULTING CONTINGENT DAMAGE OR COSTS.

43. SHOULD WATER BE ENCOUNTERED, THE CONTRACTOR SHALL FURNISH AND OPERATE

SUITABLE PUMPING EQUIPMENT OF SUCH CAPACITY ADEQUATE TO DEWATER THE

EXCAVATION AREAS. THE EXCAVATION AREAS SHALL BE SUFFICIENTLY DEWATERED SO

THAT THE PLACEMENT OF ANY TYPE OF BACKFILL IS MADE ON FIRM, DRY GROUND IN

ACCORDANCE WITH THE SPECIFICATIONS.

44. BEFORE BIDDING PROJECT, CONTRACTOR SHALL VERIFY ALL SITE FEATURES.

CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL SITE FEATURES DISTURBED BY

PROJECT.

45. SCHEDULE SYSTEMS SHUTDOWNS WITH COR, PROVIDE 48 HOUR NOTICE. SYSTEM

SHUTDOWNS SHALL NOT INTERFERE WITH BUILDING OPERATlONS. MAINTAIN EXISTING

SYSTEMS PER COR.

46. PROVIDE AND MAINTAIN A SAFE WORK AREA IN ACCORDANCE WITH OSHA GUIDELINES.

47. RECYCLING AND SALVAGING SHALL BE COMPLETED FOR PROJECT, REFER TO

SPECIFICATIONS FOR REQUIREMENTS. CONSTRUCTION WASTE MANAGEMENT PLAN

SHALL BE SUBMITTED AND APPROVED IN ACCORDANCE WITH THE SPECIFICATIONS.

48. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS, OTHER THAN EARTH TO REMAIN

AS PART OF PROJECT WORK. MATERIALS REMOVED SHALL BECOME PROPERTY OF

CONTRACTOR AND SHALL BE DISPOSED OF IN COMPLIANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL PERMITS, RULES AND/OR REGULATIONS.

49. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

50. THE CONTRACTOR SHALL HAVE AN ACCIDENT PREVENTION PLAN (APP) AND

PREPARE ACTIVITY HAZARD ANALYSIS (AHK,) SPECIFIC TO THE PROJECT. APP AND

AHAS SHALL BE SUBMITTED TO VA FOR REVIEW AND APPROVAL. REFER TO

SPECIFICATION 01 35 20 (SAFETY REQUIREMENTS) FOR ADDITIONAL INFORMATION.

51. THE CONTRACTOR SHALL AT ALL TIMES MEET ALL SAFETY REQUIREMENTS SET FORTH

IN THEIR ACCIDENT PREVENTION PLAN (APP) FOR THE SITE. THE CONTRACTOR SHALL

BE SOLELY RESPONSIBLE FOR CONDITIONS AT THE SITE, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY WHILE PERFORMING THE WORK. THIS REQUIREMENT WILL

APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE

CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY COMMISSION "GENERAL

SAFETY RULES AND REGULATIONS FOR THE CONSTRUCTION INDUSTRY-, 29 CFR 1926

ANO SAFETY RULES. THE CONTRACTOR SHALL REQUIRE ALL PERSONNEL TO WEAR

APPROPRIATE PROTECTIVE CLOTHING, HARD HATS, ETC., AS REQUIRED BY LAW.

52. IN ACCORDANCE WITH GENERALLY ACCEPTED PRACTICES, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL MATTERS RELATING TO THE HEALTH AND SAFETY OF ITS

PERSONNEL AND EQUIPMENT AND THE PUBLIC IN PERFORMANCE OF THE WORK. THIS

INCLUDES RECOGNITION OF THE POTENTIAL HEALTH AND SAFETY HAZARDS ASSOCIATED

WITH THE WORK AND INCLUDES COMPL�NCE WITH THE MINIMUM REQUIREMENTS OF

THE HEALTH AND SAFETY PLAN IN FORCE FOR THE WORK, IF APPLICABLE. IT IS

UNDERSTOOD THAT PROTECTIVE MEASURES SPECIFIED IN ANY HEALTH AND SAFETY

PLAN ARE MINIMUM REQUIREMENTS FOR THE WORK.

53. THE CONTRACTOR MAY STOCKPILE CLEAN TOPSOIL, ON-SITE FOR RE-USE. ALL SOILS

MUST BE CONTROLLED USING BEST ENVIRONMENTAL/EC MANAGEMENT PRACTICES.

54. EXISTING UNDERGROUND UTILITIES, SHOWN OR NOT SHOWN IN THESE DRAWINGS, ARE

TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK AND

ANNOTATED ON AS-BUILT DRAWINGS.

55. DURING WINTER CONDITIONS, THE CONTRACTOR SHALL PERFORM ITS WORK IN SUCH

A MANNER THAT WOULD NOT INTERFERE WITH SNOW REMOVAL OR ICE CONTROL

OPERATIONS.

56. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN

ACCORDANCE WITH APPROVED DEWATERING METHODS.

57 THE CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED TREE EXPERT TO

REMOVE, WHERE NECESSARY, BRANCHES WHICH INTERFERE WITH THE CONSTRUCTION

OPERATION, OR TO REPAIR TREES HAVING SUFFERED DAMAGE BY CONSTRUCTION

ACTIVITIES.

58. REMOVE ALL SECTIONS OF EXISTING ABANDONED UNDERGROUND UTILITIES WHERE

THEY INTERFERE WITH NEW WORK OR AS NOTED. PERMANENTLY SEAL REMAINING

SECTIONS WITH MORTAR OR END CAPS.

59. ALL CRANES, LIFTS OR OTHER EQUIPMENT THAT WILL BE OPERATING IN THE VICINllY

OF POWER TRANSMISSION FACILITIES SHALL BE ELECTRICALLY GROUNDED.

60. CONSTRUCTION MATERIALS, EQUIPMENT, ETC., SHALL NOT BE LEFT CN THE

SHOULDERS OR PAVEMENT AFTER WORKING HOURS, NOR AT ANY TIME BE PLACED IN

A MANNER OR LOCATION THAT WILL OBSTRUCT SAFETY, OR THE CLEAR

SIGHT DISTANCE AT INTERSECTIONS, INCLUDING DRIVEWAY ENTRANCES, WITHOUT

PROPER TRAFFIC CONTROL DEVICES AND MEASURES.

61. ALL TRENCH BOX, SHEETING, SHORING AND BRACING FOR TRENCHES AND PITS SHALL

CONFORM TO THE NEW YORK STATE INDUSTRIAL CODE, SECTION 2.3.

62. FLAG PERSONS WILL BE REQUIRED AS NECESSARY TO MAINTAIN A SAFE FLOW OF

TRAFFIC. ALL FLAGGERS SHALL WEAR A HIGH VISIBILIT'i WORK VEST (CLASS 2) AND

AN ORANGE PROTECTIVE HELJ,ET.

63. DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE

ALLOWED TO ESCAPE INTO THE WATERS OF NEW YORK STATE. NOR SHALL WASHINGS

FROM CONCRETE TRUCKS, MIXERS OR ANY OTHER DEVICES BE ALLOWED TO ENTER

ANY WATERS.

64. CONDUCT REMOVAL OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO

ADJACENT SURFACES AND AREAS.

65. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED

MATERIALS TO ACCUMULATE ON SITE.

66. ITEMS NOTED FOR REMOVAL SHALL BE COMPLETELY REMOVED AND LEGALLY DISPOSED

OF.

67. WOOD AND OTHER WASTE SHALL NOT BE BURNED AT THE SITE, BUT SHALL BE

REMOVED WITH OTHER DEBRIS.

CONSULTANTS=

IEV O ISSlE) FOR CONSIRJC110N r»/28/202:l RelilionlF Date

VA FORM 08 - 6231

1 2

P�TRIOT

DESIGN & CONSULTING

STILL SERVING

3610 LAWSON ROAD * JAMESTOWN, NY 14701

(716) 484 - 1366 (716) 484-1519 FAX

3 4

GENERAL SITE NOTES CONTINUED=

68. PRE-EXCAVATE ALL UTILITY CROSSINGS AND CONNECTIONS. NOTIFY THE COR

IMMEDIATELY UPON DISCOVERY OF SUBSURFACE CONDITIONS WHICH DEVIATE FROM

THOSE SHOWN ON THE DRAWINGS OR WHICH WILL CONFLICT WITH NEW

CONSTRUCTIONS.

69. PROVIDE ACCURATE, FIELD CERTIFIED AS-BUILT DRAWINGS AT COMPLETION OF

CONSTRUCTION TO INCLUDE BUT NOT LIMITED TO: HORIZONTAL AND VERTICAL

LOCATIONS OF ALL PIPING, UTILITY CONNECTIONS, REPAIRS OR RELOCATIONS, AND

ANY FIELD CHANGES MADE DURING CONSTRUCTION. AS-BUILTS SHALL INCLUDE

EXISTING UTILITIES DISCOVERED DURING WORK.

70. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF AN UNDERGROUND UTILITY

LOCATOR TO MARK THE LOCATION OF ALL UTILITIES BEFORE ANY CONSTRUCTION

BEGINS. CONTRACTOR SHALL USE GROUND PENETRATING RADAR OR OTHER METHOD

APPROVED BY COR. SCHEDULING OF LOCATION ACTIVITIES SHALL BE COORDINATED

WITH COR.

71. ALL PAVEMENT MARKINGS AND STRIPING IMPACTED BY CONSTRUCTION SHALL BE

RESTORED, COORDINATE WITH COR.

72. THE CONTRACTOR SHALL APPLY APPROPRIATE MEASURES OF DUST CONTROL TO

MINIMIZE DUST DURING WORK.

73. REFER TO DRAWING CLl-001 FOR SITE PHASING PLAN.

74. CONTRACTOR SHALL PROVIDE SHORING, METAL PLATES, BARRICADES, FENCING, AND

SIGNAGE TO PROTECT PEDESTRIAN AND VEHICLE TRAFFIC .

75. TEMPORARY CONSTRUCTION FENCE SHALL BE 7-FEET IN HEIGHT AND WEIGHTED DOWN

WITH SAND BAGS AT BASE. FOR LOCATION OF TEMPORARY CONSTRUCTION FENCE

REFER TO DRAWING CU-002.

76. FLOW WITHIN EXISTING STORM SEWERS SHALL BE MAINTAINED AT ALL TIMES DURING

AND AFTER CONSTRUCTION OF…

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