Drawings_Burns_and_Mac.pdf

descriptiondateno. by ckd

Gabreski Air National Guard Base 106th Rescue Wing

Repair & Add To Fuel Cell Complex, Building 370 Air National Guard

Contract Drawings

79705

Contract WKVB142002/ WKVB139016

May 2016

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Francis S. Gabreski Airport Westhampton Beach, NY

New York

VICINITY MAP

N.T.S.

LOCATION MAP

N.T.S.

10 NORTH PARK PLACE, SUITE 330

MORRISTOWN, NJ 07960

(973) 884-8701

LICENSEE NO. 000165

I:\USAIRNG\79705\CAD\WKSPACE\79705-CVR.DWG 5/19/2016 8:56 AM CREED

0 05/27/16 CR 100% SUBMITTAL

ISSUED FOR BID

BB

PROJECT

VICINITY

PROJECT

LOCATION

NOT FOR CONSTRUCTION

creed Polygon descriptiondateno. by ckd

C O P Y R I G H

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0 05/27/16 CR 100% SUBMITTAL

ISSUED FOR BID

BB

10 NORTH PARK PLACE, SUITE 330

MORRISTOWN, NJ 07960

(973) 884-8701

LICENSEE NO. 000165

I:\USAIRNG\79705\CAD\WKSPACE\79705-NDX.DWG 5/27/2016 2:29 PM CREED

Contract Drawings

ELECTRICAL DRAWINGS

GENERAL DRAWINGSGENERAL DRAWINGS

COVER

MECHANICAL DRAWINGS

CIVIL DRAWINGS

TITLEDWG. NO.

INDEX

ARCHITECTURAL DRAWINGS

STRUCTURAL DRAWINGS

TITLEDWG. NO.

AG001 LEGEND & ABBREVIATIONS

AG002 PROJECT SCOPE DELINEATION PLAN

AD011 OVERALL DEMOLITION PLANS

AD101 DEMOLITION PLAN

AD102 DEMOLITION PLAN

AD103 DEMOLITION PLAN

A-011 OVERALL FLOOR PLAN

A-015 OVERALL ROOF PLAN

A-101 DIMENSIONED FLOOR PLAN

A-102 DIMENSIONED FLOOR PLAN

A-103 DIMENSIONED FLOOR PLAN

A-104 DIMENSIONED FLOOR PLAN

A-151 REFLECTED CEILING PLAN

A-152 REFLECTED CEILING PLAN

A-153 REFLECTED CEILING PLAN

A-154 REFLECTED CEILING PLAN

A-155 FALL PROTECTION PLAN

A-201 EXTERIOR BUILDING ELEVATIONS

A-251 ENLARGED ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-305 FALL PROTECTION SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-351 SECTION DETAILS

A-401

ELEVATOR PLANS, SECTIONS AND DETAILS

A-431 TOILET PLANS AND ELEVATIONS

A-432 MILLWORK DETAILS

A-451 PLAN DETAILS

A-501 PARTITION TYPES

A-502 PARTITION TYPES

A-511 PARTITION TYPE DETAILS

A-521 PENETRATION DETAILS

A-522 PENETRATION DETAILS

A-561 CEILING DETAILS

A-562 CEILING DETAILS

A-581 ROOF DETAILS

A-601 DOOR SCHEDULES

A-611 DOOR DETAILS

A-612 DOOR DETAILS

A-651 WINDOW AND LOUVER SCHEDULE

A-652 LOUVER DETAILS

A-701 ROOM FINISH SCHEDULE

A-741 SIGNAGE SCHEDULE

I-101 EQUIPMENT / FURNITURE AREA PLAN

I-102 EQUIPMENT / FURNITURE AREA PLAN

I-103 EQUIPMENT / FURNITURE AREA PLAN

I-601 EQUIPMENT SCHEDULE

E-000

ELECTRICAL ABBREVIATIONS, LEGENDS AND NOTES

E-001

ELECTRICAL ABBREVIATIONS, LEGENDS AND NOTES

E-002 ELECTRICAL SITE PLAN NOTES

ED100 ELECTRICAL SITE PLAN DEMOLITION

ES100 ELECTRICAL SITE PLAN

ED101 GROUND FLOOR - AREA A - DEMOLITION PLAN

ED102 GROUND FLOOR - AREA B - DEMOLITION PLAN

ED103 MEZZANINE - AREAS A & B - DEMOLITION POWER PLAN

EP101 GROUND FLOOR - HAZARDOUS LOCATION PLAN

EP102 GROUND FLOOR - AREA A - POWER PLAN

EP103 GROUND FLOOR - AREA B - POWER PLAN

EP104 GROUND FLOOR - AREA C - POWER PLAN

EP105 MEZZANINE - AREAS A & B - POWER PLAN

EP106 GROUND FLOOR - AREA A - MECHANICAL EQUIPMENT POWER PLAN

EP107 GROUND FLOOR - AREA B - MECHANICAL EQUIPMENT POWER PLAN

EP108 GROUND FLOOR - AREA C - MECHANICAL EQUIPMENT POWER PLAN

EP109 MEZZANINE - AREAS A & B - MECHANICAL EQUIPMENT POWER PLAN

EP110 ROOF - MECHANICAL EQUIPMENT POWER PLAN

EL101 GROUND FLOOR - AREA A - LIGHTING PLAN

EL102 GROUND FLOOR - AREA B - LIGHTING PLAN

EL103 GROUND FLOOR - AREA C - LIGHTING PLAN

EL104 MEZZANINE - AREAS A & B - LIGHTING PLAN

EG101 GROUND FLOOR - AREA A GROUNDING PLAN

EG102 GROUND FLOOR - AREA B GROUNDING PLAN

EG103 GROUND FLOOR - AREA C GROUNDING PLAN

E-401 ELECTRICAL POWER ENLARGED FLOOR PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION - SHEET 1

E-602 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION - SHEET 2

E-603 ELECTRICAL ONE-LINE DIAGRAM - SHEET 1

E-604 ELECTRICAL ONE-LINE DIAGRAM - SHEET 2

E-901 PANEL SCHEDULES

E-902 PANEL SCHEDULES

E-903 PANEL SCHEDULES

E-904 PANEL SCHEDULES

E-905 LIGHTING FIXTURE SCHEDULE

T-000

COMMUNICATIONS/IDS & CCTV ABBREVIATIONS, LEGENDS AND

NOTES

T-101 GROUND FLOOR - AREA A - COMMUNICATIONS PLAN

T-102 GROUND FLOOR - AREA B - COMMUNICATIONS PLAN

T-103 GROUND FLOOR - AREA C - COMMUNICATIONS PLAN

T-104 MEZZANINE - AREAS A & B - COMMUNICATIONS PLAN

T-105 GROUND FLOOR - AREA A - SECURITY PLAN

T-106 GROUND FLOOR - AREA B - SECURITY PLAN

T-107 GROUND FLOOR - AREA C - SECURITY PLAN

T-401 COMMUNICATIONS - ENLARGED PLANS

T-501 COMMUNICATIONS DETAILS

T-502 COMMUNICATIONS DETAILS

T-503 IDS DETAILS

T-601 COMMUNICATIONS ELEVATION

T-602 RISER DIAGRAMS - COMMUNICATIONS/IDS & CCTV PLAN

S-001 GENERAL NOTES

S-002 GENERAL NOTES & ABBREVIATIONS

S-003 WIND ISOMETRIC

S-004 STANDARD MASONRY DETAILS

S-005 STANDARD MASONRY DETAILS

S-006 STANDARD CONCRETE DETAILS

S-007 STANDARD CONCRETE DETAILS

S-008 STANDARD STEEL DETAILS

S-011

OVERALL FLOOR PLAN, GROUND FLOOR AND MEZZANINE, HANGAR

AND PEMB

S-015

OVERALL ROOF PLAN, HANGAR AND PEMB

S-101

FLOOR PLAN, PEMB, AREA C

S-102

FOUNDATION PLAN, PEMB, AREA C

S-201

HANGAR-NORTH WALL, SECTION

S-401

ELEVATOR, PLANS AND SECTIONS

S-402

ELEVATOR, SECTIONS AND DETAILS

S-403

ELEVATED WALKWAY, PLAN AND SECTIONS

S-501

FOUNDATION SECTIONS AND DETAILS, PEMB

S-502

PARIAL ROOF ROOF PLANS, SECTIONS AND DETAILS

S-503 ATFP FRAMING DETAILS

S-504 MISC STEEL DETAILS

M-001

MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

MD101 MECHANICAL DEMO PLAN

M-101 GROUND FLOOR - MECHANICAL DUCTWORK PLAN - AREA A&C

M-102 GROUND FLOOR - MECHANICAL DUCTWORK PLAN - AREA B

M-103 MEZZANINE LEVEL - MECHANICAL DUCTWORK PLAN

M-104 ROOF - MECHANICAL PLAN - AREA A

M-105 ROOF - MECHANICAL PLAN - AREA B

MP101 GROUND FLOOR - MECHANICAL PIPING PLAN -AREA A&C

MP102 GROUND FLOOR - MECHANICAL PIPING PLAN -AREA B

MP103 MEZZANINE LEVEL - MECHANICAL PIPING PLAN

M-301 SECTIONS

M-302 SECTIONS

M-303 SECTIONS

M-401 BOILER & COMPRESSOR ROOM ENLARGED PLAN & SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-506 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-604 MECHANICAL SCHEDULES

M-650 HEATING HOT WATER FLOW DIAGRAM

M-700

CONTROLS SYMBOLS, ABBREVIATIONS & LEGEND

M-701 CONTROLS

M-702 CONTROLS

M-703 CONTROLS

M-704 CONTROLS

M-705 CONTROLS

M-706 CONTROLS

M-707 CONTROLS

M-708 CONTROLS

M-709 CONTROLS

P-001

PLUMBING GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

PD101 GROUND FLOOR PLUMBING DEMOLITION PLAN - AREA A

PD102 GROUND FLOOR PLUMBING DEMOLITION PLAN - AREA B

P-101 PLUMBING GROUND FLOOR PLAN - BELOW SLAB - AREA A

P-102 PLUMBING GROUND FLOOR PLAN - BELOW SLAB - AREA B

P-103 PLUMBING GROUND FLOOR PLAN - BELOW SLAB - AREA C

P-104 PLUMBING GROUND FLOOR PLAN - ABOVE SLAB - AREA A

P-105 PLUMBING GROUND FLOOR PLAN - ABOVE SLAB - AREA B

P-106 PLUMBING GROUND FLOOR PLAN - ABOVE SLAB - AREA C

P-107 PLUMBING MEZZANINE FLOOR PLAN

P-108

PLUMBING GROUND FLOOR PLAN - COMPRESSED AIR & NATURAL GAS

- AREA A

P-109

PLUMBING GROUND FLOOR PLAN - COMPRESSED AIR & NATURAL GAS

- AREA B

P-110

PLUMBING GROUND FLOOR PLAN - COMPRESSED AIR & NATURAL GAS

- AREA C

P-401 ENLARGED PLUMBING FLOOR PLANS - BELOW SLAB

P-402 ENLARGED PLUMBING FLOOR PLAN - BELOW SLAB

P-403 ENLARGED PLUMBING FLOOR PLANS - ABOVE SLAB

P-404 ENLARGED PLUMBING FLOOR PLAN - ABOVE SLAB

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

P-601 PLUMBING SCHEUDULES

P-602 PLUMBING SCHEUDULES

P-603 PLUMBING SCHEUDULES

P-701 SANITARY RISER DIAGRAM - EXISTING HANGAR AREA

P-702 SANITARY RISER DIAGRAM - ADDITION

P-703 DOMESTIC RISER DIAGRAM - EXISTING HANGAR AREA

P-704 DOMESTIC RISER DIAGRAM - ADDITION

P-705 NATURAL GAS RISER DIAGRAM - EXISTING HANGAR AREA

P-706 NATURAL GAS RISER DIAGRAM - ADDITION

New York Air National Guard Repair & Add To Fuel Cell Complex, Building 370

F-011 BUILDING CODE AND LIFE SAFETY CRITERIA

F-012 OVERALL LIFE SAFETY PLANS

FD101 FIRE SUPPRESSION DEMOLITION

FD102 FIRE SUPPESSION DEMOLITION

FD103 FIRE SUPPRESSION DEMOLITION

FD104 FIRE ALARM DEMOLITION

FD105 FIRE ALARM DEMOLITION

FD106 FIRE ALARM DEMOLITION

FA000

FIRE ALARM / MASS NOTIFICATION & FOAM RELEASE SYSTEM LEGENDS,

ABBREVIATIONS AND DESIGN CRITERIA

FA001 GENERAL FIRE ALARM AND MASS NOTIFICATION NOTES

FA101 GROUND FLOOR - AREA A - FIRE ALARM & MASS NOTIFICATION PLAN

FA102 GROUND FLOOR - AREA B - FIRE ALARM & MASS NOTIFICATION PLAN

FA103 GROUND FLOOR - AREA C - FIRE ALARM & MASS NOTIFICATION PLAN

FA104 MEZZANINE - FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM RISER

FA901 FIRE ALARM MATRIX

FA902 FIRE ALARM MATRIX

FX001

FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

FX101 FIRE SUPPRESSION

FX102 FIRE SUPPRESSION

FX103 FIRE SUPPRESSION

FX104 FIRE SUPPRESSION

FX601 FIRE SUPPRESSION ONE LINE DIAGRAM

MECHANICAL DRAWINGS

TITLEDWG. NO.

ARCHITECTURAL DRAWINGS ELECTRICAL DRAWINGS

TITLEDWG. NO.

G-001

ACCESS AND SAFETY PLAN

G-002

GENERAL NOTES AND ABBREVIATIONS

CD101

DEMOLITION PLAN

CS101

SITE PLAN

CS501

SITE DETAILS

CS502

SITE DETAILS

CG101

GRADING PLAN

CG102

GRADING PLAN

CU101

UTILITY PLAN

CU501

UTILITY DETAILS

CU502

UTILITY DETAILS

CE101

EROSION AND SEDIMENT CONTROL PLAN

CE102

EROSION AND SEDIMENT CONTROL PLAN

CE501

EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

TITLEDWG. NO.

TITLEDWG. NO.

TITLEDWG. NO.

LIFE SAFETY / FIRE DRAWINGS

TITLEDWG. NO.

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N:246,846.164

E:1,359,105.469

N:246,866.854

E:1,359,123.436

N:246,883.029

E:1,359,104.986

N:246,899.939

E:1,359,112.712

N:246,959.622

E:1,359,166.651

N:246,977.290

E:1,359,172.247

N:247,037.335

E:1,359,223.120

N:247,014.323

E:1,359,249.626

N:247,155.787

E:1,359,372.968

N:246,751.484

E:1,359,213.741

N:246,819.279

E:1,359,300.961

N:246,828.576

E:1,359,290.520

N:246,785.452

E:1,359,270.825

N:246,769.344

E:1,359,193.317

N:246,762.703

E:1,359,223.698

N:247,132.369

E:1,359,398.768

REPAIR AND ADD TO FUEL CELL HANGAR

WKVB142002

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WEST HAMPTON, NY

79705

WKVB139016

by

1 1312111098765432

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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date description

RI

A DRUG AN

LAOIT

A N

LICENSEE NO. 000165

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79705\CAD\CIVIL\79705-G001.DWG 5/26/2016 1:37 PM LMGUERIN

PRELIMINARY - NOT

FOR CONSTRUCTION

C O

P Y

R I G

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MARCH 28, 2016 S. CATONE

L. GUERIN T. VOORHEES

ACCESS AND SAFETY PLAN

G-001 0 79705-G001.dwg

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SCALE IN FEET

100' 200'

STAGING

AREA

PROJECT LOCATION

TENSION WIRE

LINE POSTBRACE

2TEMPORARY SECURITY FENCE

NOT TO SCALE

END BAY

10'-0" (MAXIMUM)

MULTIPLES OF

10'-0" (MAXIMUM)

CORNER

POST

CHAIN LINK

FABRIC

TRUSS

ROD

RUBBER TIRE FILLED WITH

CONCRETE (TYPICAL)

NOTE:

1. FENCING WITHIN AIRFIELD AREA

SHALL BE PROVIDED WITH 3 STRANDS

OF BARBED WIRE AT THE TOP FENCE.

2. FENCE POST WITHIN THE AIRFIELD

AREA SHALL BE DRIVEN TO A DEPTH

OF 3 FEET IN LANDSCAPED AREAS AND

SUPPORTED BY CONCRETE FILLED

RUBBER TIRES ON PAVED AREAS.

1DOUBLE SWING GATE

NOT TO SCALE

MULTIPLES OF

10'-0" MAXIMUM

END BAY 10'-0" (MAXIMUM)

BARBED WIRE AT

AIRFIELD AREAS ONLY.

BOTTOM RAIL

LINE POST

TOP RAIL

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

FINISH

GRADE

ANGLE OR

CORNER POST

T

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SEE

NOTE 2

12"

9"

MIN

MIN

FINISH GRADE

PLUNGER ROD CATCH

M I N

CONCRETE

FOOTING (TYP)

TEMPORARY SECURITY FENCE IN PAVEMENT

TEMPORARY SECURITY FENCE IN LANDSCAPED AREAS

BARBED WIRE AT

AIRFIELD AREAS ONLY.

CONSTRUCTION ACCESS PLAN

AINSET

SCALE IN FEET

40'20' 80'

N

O

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TEMPORARY SECURITY FENCE

NOTE:

1. GATE LOCATION DETERMINED

BY CONTRACTOR.

CONSTRUCTION

FENCE (TYP.)

0 05/27/16 LP LM 100% SUBMITTAL

ISSUED FOR BID

AutoCAD SHX Text

FIRE CONNECT

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC RAMP

AutoCAD SHX Text

RET. WALL

AutoCAD SHX Text

RET. WALL

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC RET WALL

AutoCAD SHX Text

AutoCAD SHX Text

ROOF OVER

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

COMM TOWER

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CONC

AutoCAD SHX Text

CONC BLDG

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CONC WALL

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CONC

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BUILDING 345

AutoCAD SHX Text

6" CND

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6" CND

AutoCAD SHX Text

CONC WALK

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CONC WALK

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CONC

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CONC

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CONC PAD

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MSNRY WALL

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MSNRY WALL

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MSNRY WALL

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MSNRY WALL

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MSNRY WALL

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MSNRY WALL

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BUILDING 370

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

MSNRY WALL

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6" CND

AutoCAD SHX Text

CONC PAD

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ROOF DR

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TANK SWITCH

AutoCAD SHX Text

ASPH

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ASPH

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ASPH

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GATE SWITCH

AutoCAD SHX Text

ASPH

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ASPH

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ROOF DR

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ROOF DR

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ROOF DR

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ROOF DR

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ROOF DR

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CONC PAD

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ROOF DR

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R/O CONC STOOP

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ELEC CND

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CONC

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F-102 DISPLAY

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CONC PAD

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TRANSFORMER

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GATE POST

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MSNRY WALL

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5" CND (4)

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ASPH

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CONC WALK

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SAN. C.O & TRAP

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ROOF DR

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ROOF DR

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CONC CURB

AutoCAD SHX Text

CONC CURB

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ROOF DR

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CONC CURB

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CONC WALK

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ROOF DR

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PLAQUES CONC PADS

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CONC CURB

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CONC CURB

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CONC WALK

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ASPH

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STEEL VAULT

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ASPH

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MET SHED ON CONC PAD

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CONC WALK

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CONC WALK

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CONC WALK

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ROOF OVER

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STOR CONT

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CONCRETE PAVEMENT

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G MOTR

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10' STEEL FENCE

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ROOF OVER

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ASPH

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ASPH

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ASPH

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ASPH

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CONC PAD

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WOOD PLATFORM

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CONC PAD

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CONC PAD

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CONCRETE PAVEMENT

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CONCRETE PAVEMENT

AutoCAD SHX Text

CONC

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CONC

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CONC RAMP

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STEEL SHED

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BIKE RACK

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CONC PAD

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BLK WALL

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BLK WALL

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BLK WALL

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BLK WALL

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CONC STEPS & LANDING

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BLK WALL

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BLK WALL

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CONC WALK

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CONC CURB

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CONC WALK

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CONC CURB

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ROOF OVER

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CONC WALK

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CONC CURB

AutoCAD SHX Text

CONC

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GATE

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

STEEL SHED

AutoCAD SHX Text

ASPH

AutoCAD SHX Text '6 C.L.F.

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

BUILDING 369

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC

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GATE

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ASPH

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CONC

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G MOTR

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CONC WALK

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CONC WALK

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CONC

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CONC

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CONC WALK

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PLANTED AREA

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BLK COPING

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BRICK

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PLANTED AREA

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4" TREE

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4" TREE

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36" TREE

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6" TREE

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6" TREE

AutoCAD SHX Text 8' C.L.F.

AutoCAD SHX Text

BRICK

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BLK WALL

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BRICK

AutoCAD SHX Text

BRICK

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CONC

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BRICK

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CONC PAD/ AC UNITS

AutoCAD SHX Text

BRICK PIERS

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CONC WALK

AutoCAD SHX Text 8' C.L.F.

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

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REPAIR AND ADD TO FUEL CELL HANGAR

WKVB142002

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WEST HAMPTON, NY

79705

WKVB139016

by

1 1312111098765432

I

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B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date description

RI

A DRUG AN

LAOIT

A N

LICENSEE NO. 000165

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79705\CAD\CIVIL\79705-G001.DWG 5/26/2016 1:37 PM LMGUERIN

PRELIMINARY - NOT

FOR CONSTRUCTION

C O

P Y

R I G

H

MARCH 28, 2016 S. CATONE

L. GUERIN T. VOORHEES

GENERAL NOTES AND ABBREVIATIONS

G-002 A 79705-G001.dwg

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C

ACCESS AND SAFETY NOTES

I. ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR

PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE

ILLUSTRATED ON THE CONSTRUCTION ACCESS PLAN AND ARE

SUBJECT TO THE APPROVAL OF AIRPORT AND THE

CONTRACTING OFFICER. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES

WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER

THE AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES

ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE

CONTRACTING OFFICER AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE AIRPORT.

2. LOCATION OF ACCESS/HAUL ROADS ARE AS INDICATED ON THE

ACCESS AND SAFETY PLAN (SHEET G001).

3. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT

UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES

FROM THE ROAD TO THE STAGING AREA AND FROM THE

STAGING AREA TO THE WORK SITE. THE MAINTENANCE OF

HAUL ROADS SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. CONTRACTOR SHALL COORDINATE HIS/HER ACTIVITIES

THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS

EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL

TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S RESPONSE

TIME.

5. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO

CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY

AIRPORT, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER

EMERGENCY SERVICES OF THE CLOSURE.

6. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS

WITHIN THE CONSTRUCTION LIMITS UNLESS COORDINATED

OTHERWISE WITH THE CONTRACTING OFFICER.

7. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE

FREE FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITY

ON A DAILY BASIS.

8. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING

AND STOCKPILE AREA FOR MATERIALS AND EQUIPMENT.

LOCATION OF CONTRACTOR'S STAGING SHALL BE AS

ILLUSTRATED ON THE CONSTRUCTION ACCESS PLAN AND IS

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING

AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA

IS SUBJECT TO CHANGE AT THE DIRECTION OF THE

CONTRACTING OFFICER.

9. CONTRACTOR SHALL USE STAGING AREA FOR MATERIAL

STORAGE AND VEHICLE PARKING. CONTRACTOR VEHICLE AND

EQUIPMENT SHALL ONLY BE WITHIN THE DESIGNATED STAGING

AREA.

10.LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE AS

SHOWN ON PLAN. WHEN NOT ENGAGED IN CONSTRUCTION

ACTIVITY, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT

AND VEHICLES SHALL BE PARKED IN THE CONTRACTOR'S

STAGING AREA.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE

SEARCHED BY SECURITY POLICE WHEN ENTERING THE BASE

AND MAY EXPERIENCE DELAYS.

12.STAGING AREA AND ANY OTHER AREA DISTURBED BY

CONTRACTOR DURING CONSTRUCTION SHALL BE SEEDED

AND MULCHED, AND RETURNED TO ORIGINAL OR BETTER

CONDITION UPON CONCLUSION OF CONSTRUCTION ACTIVITIES.

13.CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48

HOURS TO THE CONTRACTING OFFICER REGARDING

CONSTRUCTION DELIVERIES PRIOR TO THOSE DELIVERIES.

DELIVERIES SHALL BE SCHEDULED MONDAY-FRIDAY, 8:00 AM

TO 3:00 PM.

14.CONTRACTOR SHALL PROVIDE AND INSTALL A

PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING

OFFICER APPROVAL, AT THE CONSTRUCTION ENTRANCE TO

DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE

CONSTRUCTION SITE. THE SIGN SHALL CONFORM TO DIVISION I

OF THE PROJECT'S SPECIFICATIONS.

15.SITE SHALL BE CLOSED OFF THROUGH THE USE OF

TEMPORARY FENCE AT THE CONTRACTOR'S EXPENSE.

16. ADDITIONAL SECURITY ACCESS PROCEDURES WILL BE

ADDRESSED AT THE PRE-CONSTRUCTION MEETING.

II. COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A CONSTRUCTION

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE

CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS

WHILE SUBCONTRACTORS ARE ON SITE. THE

SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE

ON A 24-HOUR BASIS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS

AND THE CONTRACTING OFFICER. ALL CONSTRUCTION

ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE

REVIEWED AND APPROVED BY AIRPORT AND THE

CONTRACTING OFFICER.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR

CONTRACTOR'S USE IN CASE OF AN EMERGENCY:

a. EMERGENCY 911

b. AIRPORT MANAGER, ANTHONY CEGLIO 631-852-8095

c. VILLAGE OF WESTHAMPTON BEACH

PUBLIC WORKS 631-288-2011

d. POLICE DEPARTMENT 631-288-3444

e. POLICE CHIEF RAYMOND DEAN 631-723-7333

f. FIRE DEPARTMENT 631-723-7333

III. TRAFFIC CONTROL

1. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE

MARKED WITH COMPANY PAINT DESIGNS, INSIGNIAS OR

OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

2. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN

REVERSE.

3. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON

EXISTING PAVEMENT THAT IS TO REMAIN.

4. NO PEDESTRIAN TRAFFIC INSIDE THE CONSTRUCTION LIMITS

WILL BE PERMITTED.

5. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO

CONSTRUCTION EQUIPMENT OR CONSTRUCTION TRAFFIC

SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE

CONTRACTOR AT HIS/HER OWN EXPENSE TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF

THE CONSTRUCTION WORK AREAS BY TEMPORARY FENCE

APPROVED BY THE CONTRACTING OFFICER.

7. CONTRACTOR SHALL PROVIDE EACH VEHICLE WITH A FLAG

ATTACHED TO THE VEHICLE WHICH SHOULD BE AT LEAST 3

FEET SQUARE HAVING INTERNATIONAL ORANGE AND WHITE

CHECKERED PATTERN SO THAT THE FLAG IS EASILY VISIBLE.

8. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC

CONTROL DEVICES, THE CONTRACTOR SHALL REQUEST THE

CONTRACTING OFFICER TO SCHEDULE AN INSPECTION.

9. CONTRACTOR SHALL ATTEND ANY AIRPORT-MANDATED

VEHICLE OPERATOR OR FOREIGN OBJECT DEBRIS/DAMAGE

(FOD) CONTROL TRAINING COURSE.

IV. AIRFIELD OPERATIONS COORDINATION

1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS

INDICATED IN FEDERAL AVIATION ADMINISTRATION (FAA)

ADVISORY CIRCULAR (AC) 150/5370-2F, OPERATIONAL SAFETY

ON AIRPORTS DURING CONSTRUCTION (CURRENT EDITION).

COORDINATE AIRPORT SPECIFIC REQUIREMENTS WITH

AIRPORT MANAGEMENT.

2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS

AREA WITHOUT CLEARANCE FROM AIRPORT AND THE

CONTRACTING OFFICER, AND SHALL CONDUCT WORK IN SUCH

A MANNER TO ENSURE A MINIMUM HINDRANCE TO AVIATION

OPERATIONS. CONTRACTOR SHALL PROVIDE A MINIMUM

NOTICE OF 4 DAYS TO AIRPORT FOR ACCESS TO AN AIRCRAFT

OPERATIONS AREA. PEDESTRIAN TRAFFIC AND PRIVATELY

OWNED VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT

OPERATIONS AREA (AOA).

V. EQUIPMENT AND STOCKPILE HEIGHT

1. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION

EQUIPMENT OPERATING IN AN AIRCRAFT OPERATIONS AREA IS

GOVERNED BY FEDERAL AVIATION ADMINISTRATION (FAA)

ADVISORY CIRCULAR AC 150/5370-2F AND AC 150/5300-13

(CURRENT EDITIONS). WHEN EQUIPMENT IS EXPECTED TO

PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN

CRANES WILL BE USED ON-SITE, CONTRACTOR SHALL PROVIDE

A MINIMUM NOTICE OF 45 DAYS TO THE CONTRACTING OFFICER

AND AIRPORT PRIOR TO THE START OF CONSTRUCTION TO

COORDINATE THE SUBMITTAL OF FAA FORM 7460-1 TO THE FAA

REGIONAL OFFICE. THE CONTRACTOR SHALL SUBMIT A 7460-1

FOR ANY EQUIPMENT EXCEEDING 20 FEET ABOVE GROUND

LEVEL. PERMISSION TO USE CRANES SHALL BE ISSUED BY

AIRPORT AND THE CONTRACTING OFFICER AFTER APPROVAL

BY THE FAA.

2. DURING PERIODS OF LOW VISIBILITY, VEHICLES AND

EQUIPMENT SHALL BE IDENTIFIED BY AN APPROPRIATELY

SIZED FLASHING OR STEADY BURNING AMBER BEACON

MOUNTED ON THE UPPER MOST PART OF THE VEHICLE OR

EQUIPMENT SUCH THAT IT IS CONSPICUOUS FROM ANY

DIRECTION INCLUDING FROM THE AIR. IF A VEHICLE OR PIECE

OF EQUIPMENT IS NOT FURNISHED WITH SUCH A BEACON, IT

MUST BE ESCORTED INTO THE AIRCRAFT OPERATIONS AREA

BY A PROPERLY LIGHTED VEHICLE.

3. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL

HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST

ELEVATION.

4. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION

MATERIALS, SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH

STOCKPILES WOULD PENETRATE AVIATION SURFACES. ALL

STOCKPILES ADJACENT TO AIRCRAFT OPERATIONS AREA

SHALL BE IDENTIFIED WITH A 360-DEGREE RED OBSTRUCTION

LIGHT PLACED AT THE HIGHEST POINT OF THE STOCKPILE.

STOCKPILING OF MATERIAL WITHIN THE AIRFIELD SAFETY

AREAS IS PROHIBITED. THE CONTRACTOR SHALL NOT

STOCKPILE CONSTRUCTION MATERIALS, SPOILS DEBRIS, OR

REFUSE IN ANY AREA WHERE SUCH STOCKPILES ARE WITHIN

250 FEET OF RUNWAY CENTERLINE OR 75 FEET OF A TAXIWAY

CENTERLINE, THE CONTRACTOR SHALL SUBMIT A 7460-1 FOR

ANY STOCKPILE HEIGHTS EXCEEDING 20 FEET ABOVE GROUND

LEVEL.

5. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER

TO PREVENT ITS MOVEMENT BY WIND FORCES.

VI. EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT

EDITION OF OSHA REGULATIONS AND THE STATE LAWS

CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT

ALL EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED

IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS FOR CONSTRUCTION.

3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48

HOURS TO THE CONTRACTING OFFICER AND ASSOCIATED

UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING

WITH ANY EXCAVATION.

4. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS

MAY BE REQUIRED.

5. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS

ON-HAND AND READY FOR PLACING THEREIN. AS SOON AS

POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK

APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED.

6. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION

SITE SHALL BE PROMINENTLY MARKED WITH ORANGE

BARRICADES WITH FLASHING AMBER LIGHTS ACCEPTABLE TO

THE CONTRACTING OFFICER.

VII. EROSION AND SEDIMENT CONTROL NOTES

BEST MANAGEMENT PRACTICES

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS

REQUIRED FOR THIS PROJECT. PREVENTION OF POLLUTION

RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE

ACCOMPLISHED BY CONTROLLING SOIL EROSION, WATERWAY

SEDIMENTATION, AND AIRBORNE DUST GENERATION.

CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING

FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT

PROPERTIES. CONTRACTOR SHALL COORDINATE EROSION

AND SEDIMENT CONTROL WITH OTHER CONSTRUCTION

ENTITIES PERFORMING WORK ON ADJACENT PROPERTIES.

2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES

USED TO REDUCE THE AMOUNT OF SOIL PARTICLES THAT ARE

CARRIED OFF AN AREA AND DEPOSITED INTO A DRAINAGE

COLLECTION SYSTEM OR INTO A BODY OF WATER. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT

EROSION AND SEDIMENTATION ARE CONTROLLED TO THE

EXTENT PRACTICABLE. ALL APPLICABLE SOIL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AND

MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION

ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION IN AN AREA,

ALL TEMPORARY EROSION AND SEDIMENT CONTROL

PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION

ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE REMOVED.

3. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH

THE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

AS ESTABLISHED AND APPROVED BY NEW YORK STATE

DEPARTMENT OF ENVIRONMENTAL CONSERVATION.

4. TEMPORARY EROSION CONTROL SHALL BE THE

CONTRACTOR'S RESPONSIBILITY, WHO SHALL UTILIZE

APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS). THOSE

BMPS SHALL CONSIST OF SILT FENCE, WATTLES OR OTHER

MEANS TO CONTROL EROSION AS NEEDED. THE CONTRACTOR

SHALL PROVIDE AND FOLLOW THE EROSION AND SWPPP PLANS

AS NEEDED.

5. CONTRACTOR SHALL PLACE SILT FENCE AS SHOWN ON

DRAWING CE101 AND CE102 PRIOR TO BEGINNING WORK. THE

DEVICES SHALL BE PLACED DOWN-SLOPE OF DISTURBED

AREAS WHERE SHEET EROSION WOULD OCCUR. SILT FENCE

SHALL BE CLEANED AND REPAIRED WHEN SEDIMENT BUILDUP

REACHES ONE-THIRD OF SILT FENCE HEIGHT. AFTER

SIGNIFICANT RUNOFF EVENTS, THE CONTRACTOR SHALL

INSPECT ALL EROSION CONTROL STRUCTURES FOR SILT

BUILD-UP THAT INTERFERES WITH THE PERFORMANCE OF THE

EROSION CONTROL STRUCTURE AND REPAIR OR REPLACE

THOSE STRUCTURES, AS NECESSARY.

6. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY

APPROPRIATE BMPS DURING CONSTRUCTION, UNTIL ALL

SOURCES WITH POTENTIAL FOR DISCHARGE TO THE INLETS

HAVE BEEN STABILIZED.

7. ALL EXISTING DRAIN INLETS SHALL HAVE SILT PROTECTION

INSTALLED IN ACCORDANCE WITH DETAILS 2 AND 3 ON

DRAWING CE501. EROSION PROTECTION MAY BE REMOVED

WHEN VEGETATION IS ESTABLISHED.

8. TEMPORARY CHECK DAMS MAY BE PLACED IN DRAINAGE

SWALES TO LIMIT THE AMOUNT OF SEDIMENT THAT TRAVELS

DOWNSTREAM. THESE DEVICES MUST BE MAINTAINED AND THE

SEDIMENT REMOVED BEHIND THE DEVICE ON A REGULAR

BASIS TO REMAIN EFFECTIVE.

9. SEE DRAWING CE501 FOR ADDITIONAL DETAILS ON EROSION

AND SEDIMENT CONTROL.

CONSTRUCTION ACCESS

THE SITE SHALL HAVE ROADS AND ACCESS DRIVES OF

SUFFICIENT WIDTH AND LENGTH TO PREVENT SEDIMENT FROM

TRACKING ONTO PUBLIC ROADWAYS. SEDIMENT SHALL BE

REMOVED IMMEDIATELY FROM THE ROAD BY SHOVELING OR

SWEEPING WHEN SEDIMENT IS TRANSPORTED ONTO A PUBLIC

ROAD SURFACE OR OTHER PAVED AREA BY EQUIPMENT OR

VEHICLES EXITING THE CONSTRUCTION SITE. BULK CLEARING OF

ACCUMULATED SEDIMENT SHALL BE TRANSPORTED TO A

CONTROLLED SEDIMENT DISPOSAL AREA OR THE POINT OF

LIKELY ORIGIN BEFORE THE END OF EACH WORK DAY. ROAD

WASHING SHALL BE ALLOWED ONLY AFTER THE SEDIMENT IS

REMOVED IN THE ABOVE MANNER.

FINAL GRADING AND CLEAN UP

AFTER COMPLETION OF FINAL GRADING, THE DISTURBED AREAS

SHALL BE REVEGETATED. ALL TEMPORARY EROSION AND

SEDIMENT CONTROL DEVICES SHALL BE REMOVED UPON

PROJECT COMPLETION. TRAPPED SEDIMENT AND OTHER

DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF

TEMPORARY CONTROL MEASURES SHALL BE PERMANENTLY

STABILIZED TO PREVENT FURTHER EROSION AND

SEDIMENTATION.

PETROLEUM PRODUCTS

ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM

LEAKS AND SHALL RECEIVE PROPER PREVENTATIVE

MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE.

PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY-SEALED

CONTAINERS THAT ARE CLEARLY LABELED. ALL SPILLS SHALL BE

CLEANED UP IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND

OTHER PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED

ONTO THE GROUND OR INTO WATER BODIES. PETROLEUM

PRODUCTS USED ON-SITE SHALL BE APPLIED ACCORDING TO THE

MANUFACTURER RECOMMENDATIONS.

STORM WATER PERMIT

CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER

PERMIT FOR LAND DISTURBANCE OF MORE THAN 1 ACRE PRIOR

TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING WITH LOCAL AUTHORITIES TO COMPLETE AND

SUBMIT THE STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) FOR APPROVAL. CONTRACTOR IS RESPONSIBLE FOR ALL

FEES ASSOCIATED WITH SUBMITTAL OF THE PERMIT AT NO

ADDITIONAL COST TO THE GOVERNMENT. THE PERMITTING

PROCESS MAY INCLUDE THE FOLLOWING:

1. SUBMIT STORM WATER QUALITY PERMIT APPLICATION FEE TO

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL

CONSERVATION.

2. SUBMIT AFFIDAVIT STATING PROPERTY OWNER'S COMMITMENT

TO COMPLY WITH STORM WATER QUALITY MANAGEMENT PLAN

AND NYSDEC REGULATIONS FOR STORM WATER QUALITY

MANAGEMENT.

3. SUBMIT NEW YORK POLLUTION DISCHARGE ELIMINATION

SYSTEM (SPDES) GENERAL PERMIT NO. GP-01-10-001 AND

NOTICE-OF-INTENT (NOI) FORM TO

NYDEC, BUREAU OF WATER

PERMITS 625 BROADWAY, 4TH FLOOR

ALBANY, NY 12233-3505.

VIII. OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT

CONFORM TO OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN

AND PAY FOR ALL APPLICABLE PERMITS, FEES AND LICENSES

FOR CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS

THROUGHOUT THE PROJECT AND REMEDY ANY SAFETY

CONCERNS IMMEDIATELY.

4. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE

FREE FROM OBSTRUCTION AND MAINTAIN ACCESS TO THE

BASE.

5. THERE SHALL BE NO PERMANENT WASTE SITES ON AIRPORT

PROPERTY. ANY TEMPORARY WASTE AREA SHALL BE

APPROVED BY THE CONTRACTING OFFICER AND SHALL BE

KEPT IN AN ORDERLY CONDITION. REMOVAL OF WASTE

THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE

DIRECTION OF THE CONTRACTING OFFICER.

6. DEBRIS-WASTE AND LOOSE MATERIALS CAPABLE OF CAUSING

DAMAGE TO AIRCRAFT AND HELICOPTER LANDING GEAR,

PROPELLERS AND ROTORS OR OF BEING INGESTED BY JET

ENGINES SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT

MOVEMENT AREAS. MATERIAL DROPPED WITHIN THESE AREAS

SHALL BE REMOVED CONTINUOUSLY DURING WORKING

HOURS.

7. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY

CLIENT-OWNED EQUIPMENT WITH THE CONTRACTING OFFICER.

8. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS

AND HAUL ROUTES, STAGING AREA, AND ANY MATERIAL

STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND

STORM WATER RUNOFF. SEE EROSION AND SEDIMENT

CONTROL DRAWINGS FOR EROSION AND SEDIMENT CONTROL

REQUIREMENTS.

9. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT

DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT

ACCEPTABLE TO AIRPORT. THE CONTRACTOR SHALL CONTROL

BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE

OR WORK AREA.

10. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS,

FROM CONSTRUCTION PERSONNEL AND ACTIVITIES SHALL BE

REMOVED FROM THE PROJECT LIMITS ON A DAILY BASIS.

11.GASOLINE, DIESEL FUEL, OIL, AND OTHER HAZARDOUS WASTE

RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES

SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE

SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS

AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF

HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED

DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

12.IF CONSTRUCTION REQUIRES THE DISRUPTION OR

DISCONNECTION OF ANY WATER LINES OR FIRE HYDRANTS ON

PROJECT PROPERTY OR ADJOINING PROPERTY, THE

CONTRACTOR SHALL PROVIDE A MINIMUM ADVANCE NOTICE OF

48 HOURS TO THE LOCAL FIRE AUTHORITY AND ALL OTHER

EMERGENCY SERVICES.

13.FAILURE TO COMPLY WITH AIRPORT AND THE CONTRACTING

OFFICER SAFETY REQUIREMENTS SHALL RESULT IN THE

SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY

CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

14. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH

SAFETY PLAN SHALL IMMEDIATELY BE REMOVED FROM THE

WORK AREA AND SHALL NOT BE PERMITTED TO RETURN

THROUGHOUT THE REMAINDER OF THE PROJECT.

IX. CONTRACTOR SAFETY PLAN SUBMITTAL

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN

WITH HIS/HER PROJECT SCHEDULE. THE SAFETY PLAN SHALL

CONFORM TO DIVISION I OF THE PROJECT SPECIFICATIONS

AND IDENTIFY THE FOLLOWING ITEMS:

a. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL

ROUTES.

b. TEMPORARY MARKINGS TO BE USED, IF ANY.

c. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC

CONTROL DEVICES.

d. METHODS BY WHICH THE CONTRACTOR WILL

COMMUNICATE WITH THE BASE.

e. AREAS TO WHICH CONSTRUCTION OPERATIONS SHALL BE

LIMITED, ALONG WITH PROPOSED MEASURES TO MINIMIZE

THE POSSIBILITY OF CONTRACTOR EQUIPMENT AND

WORKERS ACCIDENTALLY ENTERING THE AIRCRAFT

OPERATIONS AREA.

f. PRIMARY CONSTRUCTION SUPERINTENDENT CONTACT

INFORMATION.

g. ANY REQUESTED TEMPORARY AMENDMENTS TO THE

AIRPORT SECURITY PLAN FOR SPECIAL CONDITION OR

MODIFICATIONS.

2. ANY PROPOSED CHANGES TO THE SAFETY PLAN MUST BE

SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW

PRIOR TO IMPLEMENTATION.

X. GENERAL NOTES

1. SPECIFIC AREA LIMITS AS INDICATED ON CONSTRUCTION

ACCESS PLAN ARE APPROXIMATE.

2. THE CONTRACTOR SHALL MAINTAIN ON THE SITE ONE SET OF

RED LINE "AS CONSTRUCTED" DRAWINGS. THE SET SHALL BE

DELIVERED TO THE CONTRACTING OFFICER NO LATER THAN

SEVEN (7) CALENDAR DAYS AFTER THE FINAL INSPECTION.

3. ALL WORK SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE

GENERAL PERMIT # GP-01-10-001 FOR STORMWATER

DISCHARGE. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING ALL REQUIREMENTS WITH STATE AND LOCAL

AUTHORITIES AND SUBMITTING DOCUMENTS FOR PERMITTING.

4. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM

THE PROJECT WORK LIMITS AS NECESSARY TO PROTECT THE

SUBGRADE, SUBBASE, AND/OR BASE COURSE OF THE

PROPOSED PAVEMENT AREAS, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS. NO

DIRECT OR SEPARATE PAYMENT SHALL BE MADE FOR THIS

DEWATERING EFFORT AS THE COST IS INCIDENTAL TO THE

PROJECT.

5. THE CONTRACTOR SHALL CONTACT ALL ASSOCIATED UTILITY

COMPANIES AND AGENCIES PRIOR TO COMMENCEMENT OF

WORK FOR THE LOCATION OF UTILITIES (CALL 811).

COORDINATE ACCESS OF UTILITY COMPANY PERSONNEL WITH

BASE.

6. THE LOCATION OF STRUCTURES AND UNDERGROUND UTILITIES

AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS

AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND

UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR

LOCATED. EXISTING UTILITIES SHOWN ON THE PLANS MAY NOT

BE ACCURATE IN LOCATION, SIZE AND TYPE OF MATERIAL, AND

ARE NOT GUARANTEED TO BE ACCURATE.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD -

VERIFY EXISTING STRUCTURES, UTILITIES AND SURVEY

INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS

DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR

SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE

THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK

COMMENCES. IN THE EVENT OF UNEXPECTED UTILITY OR

STRUCTURE INTERFERENCE IS ENCOUNTERED, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER.

LIST OF ABBREVIATIONS (NOT ALL WILL BE USED)

ALUM ALUMINUM

ANG AIR NATIONAL GUARD

ASSY ASSEMBLY

AT / FP ANTI TERRORISM / FORCE PROTECTION

BC BOTTOM OF CURB

BCE BASE CIVIL ENGINEER

BIT BITUMINOUS CONCRETE

BLDG BUILDING

BW BOTTOM OF WALL

CB CATCH BASIN

CATV CABLE TELEVISION

CI CAST IRON PIPE

CIC CAST IRON COVER

CLF CHAIN LINK FENCE

CO CLEANOUT

CONC CONCRETE

COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

DC DEPRESSED CURB

DIA DIAMETER

DMH DRAINAGE MANHOLE

E EASTING

EL ELECTRICAL

EMH ELECTRIC MANHOLE

FAR FEDERAL AVIATION REGULATION

FF FINISH FLOOR

GALV GALVANIZED

GV GAS VALVE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

HMA HOT MIX ASPHALT

HT HEIGHT

HYD HYDRANT

INV INVERT

KSM KILOGRAM / SQUARE METER

LF LINEAR FOOT

LOD LIMIT OF DISTURBANCE

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

MM MILLIMETERS

N NORTHING

NO NUMBER

NOM NOMINAL

OC OFF CENTER

OD OUTSIDE DIMENSION

POB POINT OF BEGINNING

PIV POST INDICATOR VALVE

PVC POLYVINYL CHLORIDE PIPE

RAD RADIUS

RCP REINFORCED CONCRETE PIPE

SESC SOIL EROSION AND SEDIMENT CONTROL

SMH SANITARY MANHOLE

SRM SUSTAINMENT, RESTORATION & MAINTENANCE

SF SQUARE FOOT

SQ M SQUARE METER

TC TOP OF CURB

TYP TYPICAL

TW TOP OF WALL

UP UTILITY POLE

UD UNDERDRAIN

VIF VERIFY IN FIELD

W/O WITHOUT

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UTILITY LINE REMOVAL

MISC. STRUCTURE REMOVAL

PVMT / CONC REMOVAL

MISC. FEATURE REMOVAL

LIMIT OF DISTURBANCE

X

REPAIR AND ADD TO FUEL CELL HANGAR

WKVB142002

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WEST HAMPTON, NY

79705

WKVB139016

by

1 1312111098765432

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date description

RI

A DRUG AN

LAOIT

A N

LICENSEE NO. 000165

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79705\CAD\CIVIL\79705-CD101.DWG 5/27/2016 12:15 PM SMCATONE

PRELIMINARY - NOT

FOR CONSTRUCTION

CD101 0

DEMOLITION PLAN

05/01/15

L. GUERIN T. VOORHEES

S. CATONE

BUILDING 370

EXISTING

FUEL CELL HANGAR

HANGAR 'A'

MOEN STREET

REMOVE EXISTING ASPHALT

(TYP.)

REMOVE EXISTING STORM LINE

REMOVE EXISTING

CHAIN-LINK FENCE

SCALE IN FEET

20'10' 40'

N

O

R

T

H

0 05/27/16 LP LM 100% SUBMITTAL

ISSUED FOR BID

REMOVE EXISTING

ASPHALT (TYP.)

REMOVE EXISTING

TOPSOIL (TYP.)

REMOVE EXISTING MANHOLE

REMOVE EXISTING

CHAIN-LINK FENCE (TYP.)

REMOVE EXISTING

BOLLARDS (TYP)

REMOVE EXISTING

SANITARY LINE BELOW

PROPOSED BLDG.

FILL REMAINING LINE AND

ABANDON IN PLACE

REMOVE EXISTING

COMM LINE

REMOVE EXISTING

ELECTRIC LINE

REMOVE EXISTING

GAS LINE

IMPROVEMENTS BY OTHERS

PROJECT WKVB182092

REMOVE

EXISTING

ASPHALT

(TYP.)

REMOVE EXISTING

SIDEWALK

REMOVE EXISTING

BOLLARDS (TYP)

REMOVE EXISTING

BOLLARDS (TYP)

SAWCUT EXISTING

PAVEMENT (TYP)

REMOVE EXISTING

SIDEWALK

REMOVE EXISTING RR TIES

AND CONCRETE

REMOVE EXISTING

FENCE PANEL

REMOVE EXISTING

SIDEWALK

REMOVE EXISTING

FLARED END SECTION.

FILL STORM LINE AND

ABANDON IN PLACE

REMOVE EXISTING SLIDE

GATE, MOTOR AND

KEYPAD. RELINQUISH TO

NY ANG FOR STORAGE

REMOVE EXISTING

ELEC. PANEL

REMOVE EXISTING

POWER LINE

REMOVE EXISTING

ELECTRIC LINES

REMOVE EXISTING

ELEC MANHOLE

REMOVE AND REPLACE SIDEWALK

PANELS AS NEEDED FOR GAS LINE

CONSTRUCTION

REMOVE AND

REPLACE SIDEWALK

PANELS AS NEED

FOR STORM LINE

CONSTRUCTION

REMOVE EXISTING

ELEC LINE

56' ATFP

56' ATFP

LOD BOUNDARY

REMOVE AND

REPLACE SIDEWALK

PANELS AS NEED

FOR ELEC LINE

CONSTRUCTION

SEE G001 AND

CG102 FOR

EXTENDED LOD

BOUNDARY

GENERAL DEMOLITION NOTES:

1. SURVEY INFORMATION WAS PROVIDED BY L. K. MCLEAN ASSOCIATES, P.C.

IN JULY 2015.

2. HORIZONTAL CONTROL IS NEW YORK STATE PLANE COORDINATES, NAD

1983. VERTICAL CONTROL IS NAVD88.

3. IF BENCHMARKS ARE REMOVED, CONTRACTOR SHALL ESTABLISH SIMILAR

TYPE BENCHMARKS IN PROJECT VICINITY FOR FUTURE USE.

4. PRIOR TO ANY DISTURBANCE, THE CONTRACTOR SHALL OBTAIN

COVERAGE UNDER THE NEW YORK SPDES GENERAL PERMIT FOR STORM

WATER DISCHARGES FROM CONSTRUCTION ACTIVITY.

5. INSTALLATION OF SOIL EROSION MEASURES SHALL BE THE FIRST ITEM OF

WORK BEFORE ANY DEMOLITION OPERATIONS TAKE PLACE.

6. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS

SHALL BE DISPOSED OF OFF BASE.

7. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT

REMOVAL WITH CONTRACTING OFFICER.

8. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH.

9. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO

PROVIDE CLEAN EDGE FOR CONSTRUCTION OF PROPOSED PAVEMENT.

10. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING

PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO PREVENT

PARTIAL PANEL REMOVAL.

11. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE

REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO

GOVERNMENT. PAVEMENT REPAIRS SHALL BE PERFORMED IN

ACCORDANCE WITH UFC 3-270-03.

12. PAVEMENT AND CONCRETE DEMOLITION SHALL INCLUDE ALL COURSES

TO SUBGRADE AND SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS.

REMOVE OUTER 18" CAREFULLY TO PROTECT EXISTING CONCRETE TO

REMAIN. EXISTING CONCRETE TO REMAIN THAT IS DAMAGED SHALL BE

REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

13. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING

DEMOLITION TO PREVENT UNDERMINING OF EXISTING PAVEMENTS TO

REMAIN.

14. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE

REMOVED SHALL BE PROTECTED FROM DEMOLITION OR OTHER

CONSTRUCTION ACTIVITIES.

UTILITY DEMOLITION NOTES:

1. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE.

CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITIES

PRIOR TO THE START OF CONSTRUCTION.

2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. ANY

DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE IMMEDIATELY

REPAIRED AT CONTRACTOR'S EXPENSE.

3. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

PRIOR TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED

UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING

UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO THE FACILITIES SERVED

BY THE UTILITY. ALL RELOCATIONS SHALL BE COORDINATED WITH THE

CLIENT REPRESENTATIVE.

4. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN

SERVICE. ALL CAPPING SHALL BE INSPECTED AND APPROVED BY THE

CLIENT REPRESENTATIVE.

5. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED AND

ADJUSTED TO FINISH GRADE.

REMOVE EXISTING

RETAINING WALLS, TOPSOIL,

AND LANDSCAPING

SAWCUT EXISTING

PAVEMENT AS NEEDED

FOR SANITARY LINE

CONSTRUCTION

REMOVE EXISTING ASPHALT

(TYP.)

REMOVE EXISTING

ELEC HANDHOLE

LEGEND

REMOVE EXISTING

PLANTER AND SHRUB

REMOVE AND

REPLACE SIDEWALK

PANELS AS NEED FOR

SANITARY LINE

CONSTRUCTION

REMOVE EXISTING

PLANTER

LOD

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