Drawings.pdf

descriptiondateno. by ckd

Gabreski Air National Guard Base

106th Rescue Wing

Repair & Add To Maintenance Hangar, Building 358

Air National Guard

Contract Drawings

Contract WKVB122004/ WKVB139002

April 2022

79722

Francis S. Gabreski Airport

Westhampton Beach, NY

New York

A 06/15/15 CR TYPE A-1BB

RI

A DRUG AN

LAOIT

A

N

VICINITY MAP

N.T.S.

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

LOCATION MAP

N.T.S.

B 09/17/19 CR TYPE B-1BB

C 09/26/19 CR INTERIM TYPE B-2

SUBMITTAL

BB

D 12/12/19 CR TYPE B-2 SUBMITTALBB

descriptiondateno. by ckd

E 01/31/20 CR BB TYPE B-2 SUBMITTAL

TO NGB

F 04/17/20 CR BB TYPE B-3 SUBMITTAL

CIVIL SHEET INDEX

NUMBER NAME

G-001 ACCESS & SAFETY PLAN

G-002 GENERAL NOTES AND ABBREVIATIONS

CD100 DEMOLITION PLAN

CS101 SITE PLAN

CG101 GRADING AND DRAINAGE PLAN

CU101 UTILITY PLAN

CK101 SOIL EROSION AND SEDIMENT CONTROL PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

CU503 UTILITY DETAILS

CK501 SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

STRUCTURAL SHEET INDEX

NUMBER NAME

S-001 GENERAL NOTES

S-002 GENERAL NOTES AND 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-009 TYPICAL ROOF DETAILS

S-011 OVERALL FLOOR PLAN

S-015 OVERALL ROOF PLAN

S-101 PARTIAL FLOOR PLAN - AREAS A & C

S-102 PARTIAL FLOOR PLAN - AREAS B & D

S-103 FOUNDATION PLAN - AREA E

S-104 PARTIAL FLOOR PLAN - AREA E

S-401 TUG AREA - PLAN AND SECTIONS

S-402 DEPRESSED PIT - PLAN AND SECTIONS

S-501 FOUNDATION SECTIONS AND DETAILS

S-502 FOUNDATION SECTIONS AND DETAILS

S-505 PARTIAL ROOF PLANS, SECTIONS AND DETAILS

S-506 TYPICAL DETAILS

ARCHITECTURAL SHEET INDEX

NUMBER NAME

AG001 LEGEND & ABBREVIATIONS

AG002 PROJECT SCOPE DELINEATION

AG003 ADA INFORMATION

AD010 OVERALL DEMOLITION PLANS

AD015 OVERALL ROOF DEMOLITION PLAN AND

ELEVATIONS

AD101 DEMOLITION PLAN

AD102 DEMOLITION PLAN

AD501 DEMO DETAILS

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-150 OVERALL REFLECTED CEILING 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-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-431 TOILET PLANS AND ELEVATIONS

A-432 TOILET PLANS AND ELEVATIONS

A-433 MILLWORK DETAILS

A-451 PLAN DETAILS

A-501 PARTITION TYPES

A-511 PARTITION TYPE DETAILS

A-512 PARTITION TYPE DETAILS

A-521 PENETRATION DETAILS

A-551 DETAILS

A-561 CEILING DETAILS

A-581 ROOF DETAILS

A-601 DOOR SCHEDULE

A-611 DOOR DETAILS

A-612 DOOR DETAILS

A-613 DOOR DETAILS

A-652 LOUVER AND WINDOW SCHEDULE & DETAILS

A-701 ROOM FINISH SCHEDULE

A-711 SIGNAGE & FINISH FLOOR PLAN

A-741 SIGNAGE SCHEDULE

I-010 EQUIPMENT SCHEDULE

I-101 FURNITURE AREA PLAN

I-102 FURNITURE AREA PLAN

I-103 FURNITURE AREA PLAN

I-104 FURNITURE AREA PLAN

ELECTRICAL SHEET INDEX

NUMBER NAME

EL103 GROUND FLOOR - AREAS C & D - LIGHTING PLANS

EL104 GROUND FLOOR - AREA E - LIGHTING PLAN

EG101 GROUND FLOOR - AREA A - GROUNDING PLAN

EG102 GROUND FLOOR - AREA B - GROUNDING PLAN

EG103 GROUND FLOOR - AREAS C & D - GROUNDING PLAN

EG104 GROUND FLOOR - AREA E - GROUNDING PLAN

EG105 ROOF - AREA E - LIGHTNING PROTECTION PLAN

E-401 ENLARGED POWER PLAN - ELEC RM 118, COMM RM 110, AND IT CLOSET 117

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

E-602 ELECTRICAL ONE-LINE DIAGRAM - 1 OF 2

E-603 ELECTRICAL ONE-LINE DIAGRAM - 2 OF 2

E-901 PANEL SCHEDULES

E-902 PANEL SCHEDULES

E-903 PANEL SCHEDULES

E-904 LIGHTING FIXTURE AND MECHANICAL SCHEDULES

ELECTRICAL SHEET INDEX

NUMBER NAME

E-000 ELECTRICAL LEGENDS

E-001 ELECTRICAL ABBREVIATIONS, NOTES, AND MOUNTING HEIGHT DETAIL

ES101 ELECTRICAL SITE PLAN

ED101 GROUND FLOOR - AREAS A & C - DEMOLITION PLAN

ED102 GROUND FLOOR - AREAS B & D - DEMOLITION PLAN

ED103 MEZZANINE - AREAS C & D - DEMOLITION PLAN

EP101 GROUND FLOOR - HAZARDOUS LOCATION PLAN

EP102 GROUND FLOOR - AREA A - POWER PLAN

EP103 GROUND FLOOR - AREA B - POWER PLAN

EP104 GROUND FLOOR - AREAS C & D - POWER PLAN

EP105 GROUND FLOOR - AREA E - POWER PLAN

EP106 MECHANICAL EQUIPMENT POWER PLAN - AREA A

EP107 MECHANICAL EQUIPMENT POWER PLAN - AREA B

EP108 MECHANICAL EQUIPMENT POWER PLAN - AREAS C & D

EP109 MECHANICAL EQUIPMENT POWER PLAN - AREA E

EP110 MECHANICAL EQUIPMENT POWER PLAN - ROOF

EL101 GROUND FLOOR - AREA A - LIGHTING PLAN

EL102 GROUND FLOOR - AREA B - LIGHTING PLAN

ckdbyno. date description

NOT FOR CONSTRUCTION

CONTRACT DRAWINGS

ckdbyno. date description

NEW YORK AIR NATIONAL GUARD

REPAIR & ADD TO MAINTENANCE HANGAR

MECHANICAL SHEET INDEX

NUMBER NAME

M-001 MECHANICAL NOTES, LEGEND, SYMBOLS & ABBREVIATIONS

MD101 HVAC DEMO PLAN

M-101 DUCTWORK FLOOR PLAN - AREA A

M-102 DUCTWORK FLOOR PLAN - AREA B

M-103 DUCTWORK FLOOR PLAN - AREA C, D & E

M-104 MECHANICAL ROOF PLAN

M-200 VRF PIPING DIAGRAM

M-300 SECTIONS

M-301 SECTIONS

M-302 SECTIONS

M-400 ENLARGED MECH ROOM FLOOR PLAN & SECTIONS

M-500 MECHANICAL DETAILS

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-600 MECHANICAL SCHEDULES

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-700 CONTROLS 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

M-710 CONTROLS

M-711 CONTROLS

MP101 PIPING 1ST FLOOR PLAN - AREA A

MP102 PIPING 1ST FLOOR PLAN - AREA B

MP103 PIPING 1ST FLOOR PLAN - AREA C, D & E

PLUMBING SHEET INDEX

NUMBER NAME

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-602 PLUMBING SCHEDULES

P-701 DOMESTIC WATER RISER DIAGRAM

P-702 DOMESTIC WATER RISER DIAGRAM

P-703 DOMESTIC WATER RISER DIAGRAM

P-704 SANITARY RISER DIAGRAM

P-705 SANITARY RISER DIAGRAM

P-706 SANITARY RISER DIAGRAM

P-707 STORM RISER DIAGRAM

P-708 NATURAL GAS RISER DIAGRAM

P-709 COMPRESSED AIR RISER DIAGRAM

PLUMBING SHEET INDEX

NUMBER NAME

P-001 PLUMBING NOTES, LEGENDS, SYMBOLS & ABBREVIATIONS

PD101 OVERALL - FIRST FLOOR - PLUMBING DEMO PLAN

P-011 OVERALL PLUMBING PLAN - UNDER SLAB

P-012 OVERALL PLUMBING PLAN - FIRST FLOOR

P-014 OVERALL PLUMBING PLAN - ROOF

P-102 UNDER SLAB PLUMBING PLAN - AREA B

P-103 UNDER SLAB PLUMBING PLAN - AREA C & AREA D

P-104 UNDER SLAB PLUMBING PLAN - AREA E

P-111 FIRST FLOOR PLUMBING PLAN - AREA A

P-112 FIRST FLOOR PLUMBING PLAN - AREA B

P-113 FIRST FLOOR PLUMBING PLAN - AREA C & AREA D

P-114 FIRST FLOOR PLUMBING PLAN - AREA E

P-121 FIRST FLOOR GAS AND COMPRESSED AIR PLAN - AREA A

P-122 FIRST FLOOR GAS AND COMPRESSED AIR PLAN - AREA B

P-123 FIRST FLOOR GAS AND COMPRESSED AIR PLAN - AREA C & AREA D

P-124 FIRST FLOOR GAS AND COMPRESSED AIR PLAN - AREA E

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

TELECOMMUNICATIONS & SECURITY SHEET INDEX

NUMBER NAME

T-001 COMMUNICATIONS GENERAL NOTES, LEGEND AND ABBREVIATIONS

T-002 COMMUNICATIONS NOTES

TD101 GROUND FLOOR - AREAS A & C - TELECOMMUNICATIONS DEMOLITION PLAN

TD102 GROUND FLOOR - AREAS B & D - TELECOMMUNICATIONS DEMOLITION PLAN

TD103 MEZZANINE - AREAS C & D - TELECOMMUNICATIONS DEMOLITION PLAN

TN101 COMMUNICATIONS PLAN - AREA A

TN102 COMMUNICATIONS PLAN - AREA B

TN103 COMMUNICATIONS PLAN - AREAS C & D

TN104 COMMUNICATIONS PLAN - AREA E

TN401 ENLARGED PLANS

TN501 COMMUNICATIONS DETAILS - SHEET 1

TN502 COMMUNICATIONS DETAILS - SHEET 2

TN503 COMMUNICATIONS DETAILS - SHEET 3

TN601 COMMUNICATIONS ELEVATION & SCHEDULES

TY105 SECURITY PLAN - AREA A

TY106 SECURITY PLAN - AREA B

TY107 SECURITY PLAN - AREAS C & D

TY108 SECURITY PLAN - AREA E

TY504 SECURITY DETAILS - SHEET 1

TY602 ACS, IDS & CCTV RISER DIAGRAM

GENERAL SHEET INDEX

NUMBER NAME

CVR COVER

NDX SHEET INDEX

A TYPE B-1 SUBMITTAL9/17/19 VNV BPB

FIRE PROTECTION SHEET INDEX

NUMBER NAME

FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS

FD101 GROUND FLR - AREAS A & C - FIRE ALARM & MASS NOTIFICATION DEMOLITION PLAN

FD102 GROUND FLR - AREAS B & D - FIRE ALARM & MASS NOTIFICATION DEMOLITION PLAN

FD103 MEZZANINE - AREAS C & D - FIRE ALARM & MASS NOTIFICATION DEMOLITION PLAN

FA101 AREA A - FIRE ALARM & MASS NOTIFICATION PLAN

FA102 AREA B - FIRE ALARM & MASS NOTIFICATION PLAN

FA103 AREAS C & D - FIRE ALARM & MASS NOTIFICATION PLAN

FA104 AREA E - FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM AND MASS NOTIFICATION DETAILS

FA601 FIRE ALARM & MASS NOTIFICATION RISER DIAGRAM

FA901 FIRE ALARM & MASS NOTIFICATION SYSTEMS MATRIX

FA902 RELEASING SERVICE FIRE ALARM SYSTEM MATRIX

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

FD111 GROUND FLOOR - DEMOLITION PLAN - FIRE SUPPRESSION

FX100 GROUND FLOOR - OVERALL - FIRE SUPPRESSION PLAN

FX101 GROUND FLOOR - AREA A - FIRE SUPPRESSION PLAN

FX102 GROUND FLOOR - AREA B - FIRE SUPPRESSION PLAN

FX103 GROUND FLOOR - AREA C & D - FIRE SUPPRESSION PLAN

FX104 GROUND FLOOR - AREA E - FIRE SUPPRESSION PLAN

FX601 FIRE SUPPRESSION RISER DIAGRAM

F-001 UFC LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

F-011 OVERALL LIFE SAFETY PLAN

B INTERIM TYPE B-2

SUBMITTAL

9/26/19 VNV BPB

C TYPE B-2 SUBMITTAL12/12/19 VNV BPB

D TYPE B-2 SUBMITTAL

TO NGB

01/31/20 VNV BPB

E TYPE B-3 SUBMITTAL04/17/20 VNV BPB

ELECTRICAL SHEET INDEX

NUMBER NAME

E-000 ELECTRICAL LEGENDS

E-001 ELECTRICAL ABBREVIATIONS, NOTES, AND MOUNTING HEIGHT DETAIL

ES101 ELECTRICAL SITE PLAN

ED101 GROUND FLOOR - AREAS A & C - DEMOLITION PLAN

ED102 GROUND FLOOR - AREAS B & D - DEMOLITION PLAN

ED103 MEZZANINE - AREAS C & D - DEMOLITION PLAN

EP101 GROUND FLOOR - HAZARDOUS LOCATION PLAN

EP102 GROUND FLOOR - AREA A - POWER PLAN

EP103 GROUND FLOOR - AREA B - POWER PLAN

EP104 GROUND FLOOR - AREAS C & D - POWER PLAN

EP105 GROUND FLOOR - AREA E - POWER PLAN

EP106 MECHANICAL EQUIPMENT POWER PLAN - AREA A

EP107 MECHANICAL EQUIPMENT POWER PLAN - AREA B

EP108 MECHANICAL EQUIPMENT POWER PLAN - AREAS C & D

EP109 MECHANICAL EQUIPMENT POWER PLAN - AREA E

EP110 MECHANICAL EQUIPMENT POWER PLAN - ROOF

EL101 GROUND FLOOR - AREA A - LIGHTING PLAN

EL102 GROUND FLOOR - AREA B - LIGHTING PLAN

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

FD111 GROUND FLOOR - DEMOLITION PLAN - FIRE SUPPRESSION

FX100 GROUND FLOOR - OVERALL - FIRE SUPPRESSION PLAN

FX101 GROUND FLOOR - AREA A - FIRE SUPPRESSION PLAN

FX102 GROUND FLOOR - AREA B - FIRE SUPPRESSION PLAN

FX103 GROUND FLOOR - AREA C & D - FIRE SUPPRESSION PLAN

FX104 GROUND FLOOR - AREA E - FIRE SUPPRESSION PLAN

FX601 FIRE SUPPRESSION RISER DIAGRAM

F-001 UFC LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

F-011 OVERALL LIFE SAFETY PLAN

ELECTRICAL SHEET INDEX

NUMBER NAME

E-000 ELECTRICAL LEGENDS

E-001 ELECTRICAL ABBREVIATIONS, NOTES, AND MOUNTING HEIGHT DETAIL

ES101 ELECTRICAL SITE PLAN

ED101 GROUND FLOOR - AREAS A & C - DEMOLITION PLAN

ED102 GROUND FLOOR - AREAS B & D - DEMOLITION PLAN

ED103 MEZZANINE - AREAS C & D - DEMOLITION PLAN

EP101 GROUND FLOOR - HAZARDOUS LOCATION PLAN

EP102 GROUND FLOOR - AREA A - POWER PLAN

EP103 GROUND FLOOR - AREA B - POWER PLAN

EP104 GROUND FLOOR - AREAS C & D - POWER PLAN

EP105 GROUND FLOOR - AREA E - POWER PLAN

EP106 MECHANICAL EQUIPMENT POWER PLAN - AREA A

EP107 MECHANICAL EQUIPMENT POWER PLAN - AREA B

EP108 MECHANICAL EQUIPMENT POWER PLAN - AREAS C & D

EP109 MECHANICAL EQUIPMENT POWER PLAN - AREA E

EP110 MECHANICAL EQUIPMENT POWER PLAN - ROOF

EL101 GROUND FLOOR - AREA A - LIGHTING PLAN

EL102 GROUND FLOOR - AREA B - LIGHTING PLAN

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

FD111 GROUND FLOOR - DEMOLITION PLAN - FIRE SUPPRESSION

FX100 GROUND FLOOR - OVERALL - FIRE SUPPRESSION PLAN

FX101 GROUND FLOOR - AREA A - FIRE SUPPRESSION PLAN

FX102 GROUND FLOOR - AREA B - FIRE SUPPRESSION PLAN

FX103 GROUND FLOOR - AREA C & D - FIRE SUPPRESSION PLAN

FX104 GROUND FLOOR - AREA E - FIRE SUPPRESSION PLAN

FX601 FIRE SUPPRESSION RISER DIAGRAM

F-001 UFC LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

F-011 OVERALL LIFE SAFETY PLAN

O

L

D

R

I

V

E

R

H

E

A

A

D

O

V

E

R

H

E

A

D

O

V

E

R

H

E

A

D

S

M

I

T

H

N

E

S

M

I

N

E

MOEN STREET

MOEN STREET

MOEN STREET

MOEN STREET

MOEN STREET

O

V

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A

D

P

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P

S T

O P

S T

O P

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P

S

T

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STOP

NOT IN CONTRACT

O

V

E

R

H

E

A

D

X

X

X

X

F P

MOEN STREET

MOEN STREET

MOEN STREET

MOEN STREET

P

I

V

N:247,527.913

E:1,359,912.583

XXX

X

X X

N:247,663.856

E:1,359,758.595

N:247,667.078

E:1,359,735.311

N:247,618.310

E:1,359,692.015

N:247,600.857

E:1,359,711.651

N:247,427.952

E:1,359,557.964

N:247,385.773

E:1,359,605.417

N:247,394.935

E:1,359,613.125

N

O

R

T

H

WKVB122004

79722

WKVB139002

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

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79722\CAD\CIVIL\79722-G001.DWG 4/15/2020 1:50 PM KWARRENDER

REPAIR & ADD TO MAINTENANCE HANGAR -

BUILDING 358

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WESTHAMPTON BEACH, NEW YORK

B

INSET

SCALE IN FEET

40'20' 80'

TENSION WIRE

LINE POSTBRACE

TEMPORARY 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)

MULTIPLES OF

10'-0" MAXIMUM

END BAY 10'-0" (MAXIMUM)

BARBED WIRE.

BOTTOM RAIL

LINE POST

TOP RAIL

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

FINISH

GRADE

ANGLE OR

CORNER POST

T

Y P

SEE

NOTE 2

TEMPORARY SECURITY FENCE IN PAVEMENT

TEMPORARY SECURITY FENCE IN LANDSCAPED AREAS

BARBED WIRE

TEMPORARY

SECURITY FENCE

SEE INSET

STAGING

AREA

ACCESS AND HAUL

ROUTE (TYP)

A

CONSTRUCTION ACCESS PLAN

SCALE IN FEET

100' 200'

N

O

R

T

H

A 5/19/17 KNW LRM TYPE A-2

RESUBMITTAL

DOUBLE SWING GATE

NOT TO SCALE

16'-30'

12"

9"

MIN

MIN

FINISH GRADE

PLUNGER ROD CATCH

GATE POST

GATE FRAME

GATE POST

TRUSS

RODS

CHAIN

LINK

FABRIC

TRUSS

RODS

CHAIN

LINK

FABRIC

LATCH TO

ACCOMMODATE

PADLOCK

BRACE

M I N

CONCRETE

FOOTING (TYP)

BARBED WIRE

BASE ENTRY

GATE HOUSE

DOUBLE SWING GATE

B

05/01/15 L. GUERIN

L. GUERIN L. MONZON

ACCESS & SAFETY PLAN

G-001 F

79722-G001.DWG

B 09/17/19 KNW LRM TYPE B-1

SUBMITTAL

C 09/26/19

KNW LRM

INTERIM TYPE

B-2 SUBMITTAL

D 12/12/19 KNW LRM TYPE

B-2 SUBMITTAL

E 01/31/20KNW LRM TYPE B-2

SUBMITTAL TO NGB

F 04/17/20KNW LRM TYPE B-3

SUBMITTAL - IFB

COMMERCIAL VEHICLE

INSPECTION

MEET EXISTING WALL

MEET EXISTING FENCE

NOTE:

1. FOR ACCESS AND SAFETY PLAN

NOTES, SEE DRAWING G-002.

WKVB122004

79722

WKVB139002

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

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79722\CAD\CIVIL\79722-G001.DWG 4/15/2020 1:50 PM KWARRENDER

REPAIR & ADD TO MAINTENANCE HANGAR -

BUILDING 358

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WESTHAMPTON BEACH, NEW YORK

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 ACCESS & SAFETY PLAN AND ARE

SUBJECT TO THE APPROVAL OF 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

CONTRACTING OFFICER, 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.DISTURBED AREAS TO REMAIN UNPAVED AFTER

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. REFER

TO DRAWING G-001 FOR FENCE LOCATION.

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, 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)

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

GV GAS VALVE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

HMA HOT MIX ASPHALT

HT HEIGHT

HYD HYDRANT

INV INVERT

LF LINEAR FOOT

LOD LIMIT OF DISTURBANCE

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

MM MILLIMETERS

N NORTHING

NO NUMBER

NOM NOMINAL

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

SF SQUARE FOOT

TC TOP OF CURB

TYP TYPICAL

TW TOP OF WALL

UD UNDERDRAIN

VIF VERIFY IN FIELD

W/O WITHOUT

A 09/17/19 KNW LRM TYPE B-1

SUBMITTAL

05/01/15 L. GUERIN

L. GUERIN L. MONZON

GENERAL NOTES AND

ABBREVIATIONS

G-002 E

79722-G001.DWG

B 09/26/19 KNW LRM INTERIM TYPE

B-2 SUBMITTAL

C 12/12/19 KNW LRM TYPE

B-2 SUBMITTAL

D 01/31/20KNW LRM TYPE B-2

SUBMITTAL TO NGB

E 04/17/20KNW LRM TYPE B-3

SUBMITTAL - IFB

X

F P

F P

F P

F P

F P

F P

F P

X

P

I

V

MOEN STREET

MOEN STREET

MOEN STREET

MOEN STREET

P

I

V

EXISTING

MAINTENANCE HANGAR

HANGAR 'B'

MOEN STREET

REMOVE EXISTING

PAVEMENT (TYP.)

SCALE IN FEET

20'10' 40'

N

O

R

T

H

CLEAR AREA: REMOVE

EXISTING RETAINING

WALLS, PLANTERS,

SIDEWALKS

REMOVE

EXISTING

SANITARY LINE

WKVB122004

79722

WKVB139002

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

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79722\CAD\CIVIL\79722-CD100.DWG 4/15/2020 12:25 PM KWARRENDER

REPAIR & ADD TO MAINTENANCE HANGAR -

BUILDING 358

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WESTHAMPTON BEACH, NEW YORK

REMOVE

EXISTING STORM

LINE

ABANDON

EXISTING WATER

LINE IN PLACE

REMOVE

EXISTING GAS

LINE

REMOVE

EXISTING FIRE

WATER LINE

SAWCUT EXISTING

PAVEMENT (TYP)

SAWCUT EXISTING

PAVEMENT (TYP)

MILL EXISTNG

PAVEMENT, 2" DEPTH

REMOVE CONCRETE

RAMP

REMOVE EXISTING

STOOP AND PAD

CLEAR AREA FOR

UTILITY CONSTRUCTION

A 6/5/15 KNW LRM TYPE A-2

B 5/19/17 KNW LRM TYPE A-2

RESUBMITTAL

C 09/17/19 KNW LRM TYPE B-1

SUBMITTAL

IRRIGATION SYSTEM

CONTROLLER TO BE

REMOVED

REMOVE APPROXIMATELY

6' OF EXISTING

DECORATIVE FENCE

REMOVE

EXISTING

SANITARY

FORCE MAIN

05/01/15 F. PASCERI

K. WARRENDER L. MONZON

DEMOLITION PLAN

CD100 G

79722-CD100.DWG

D 09/26/19KNW LRM INTERIM TYPE

B-2 SUBMITTAL

REMOVE

APPROXIMATELY

15' X 5.5' EXISTING

PAVEMENT

REMOVE APPROXIMATELY

20' OF EXISTING CHAIN

LINK FENCE

GENERAL DEMOLITION NOTES:

1. SURVEY INFORMATION WAS PROVIDED BY L. K. MCLEAN

ASSOCIATES, P.C. IN AUGUST 2012.

2. HORIZONTAL CONTROL IS NEW YORK STATE PLANE

COORDINATES, NAD 1983. VERTICAL CONTROL IS

NAVD88.

3. IF BENCHMARKS ARE DISTURBED , CONTRACTOR SHALL

ESTABLISH NEW BENCHMARKS IN PROJECT VICINITY FOR

FUTURE USE. BENCHMARKS SHALL BE REESTABLISHED

BY A SURVEYOR LICENSED IN THE STATE OF NEW YORK.

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 IN A LEGAL MANNER AND IN ACCORDANCE

WITH LOCAL OR STATE OR FEDERAL REGULATIONS.

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.

E 12/12/19 KNW LRM TYPE

B-2 SUBMITTAL

F 01/31/20KNW LRM TYPE B-2

SUBMITTAL TO NGB

G 04/17/20KNW LRM TYPE B-3

SUBMITTAL - IFB

REMOVE EXISTING

WOOD PLATFORM

AND EQUIPMENT

CLOSE OFF VALVE TO

ISOLATE ABANDONED

WATER LINES

CUT AND CAP EXISTING

WATER LINE

MOEN STREET

MOEN STREET

MOEN STREET

MOEN STREET

P

I

V

18'±

R

R

R

R

R

R

R

R

R

R

R

R

X X

EXISTING

MAINTENANCE HANGAR

HANGAR 'B'

MOEN STREET

SCALE IN FEET

20'10' 40'

N

O

R

T

H

CONCRETE

CURB (TYP.)

LANDSCAPED

AREA / OPEN

SPACE

7,500 SF

BUILDING

ADDITION

REMOVABLE BOLLARD

SYSTEM, 9 BOLLARDS

BOLLARD

STORAGE RACK

10 STORAGE SLOTS

DO NOT

ENTER

SIGN

CONCRETE CURB

PAVEMENT

OVERLAY,

SEE NOTE 4

CONSTRUCT

FULL DEPTH

PAVEMENT

5' CONCRETE

SIDEWALK

(TYP.)

NO PARKING SIGN

FULL DEPTH PAVEMENT

REPLACEMENT FOR

UTILITY CONSTRUCTION

A 6/5/15 KNW LRM TYPE A-2

B 5/19/17 KNW LRM TYPE A-2

RESUBMITTAL

WKVB122004

79722

WKVB139002

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

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79722\CAD\CIVIL\79722-CS101.DWG 4/15/2020 12:41 PM KWARRENDER

REPAIR & ADD TO MAINTENANCE HANGAR -

BUILDING 358

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WESTHAMPTON BEACH, NEW YORK

CONCRETE

STOOP,

SEE NOTE 4

CS501

CS502

CS501

CS503

CS501

CS501

CS501

CS501

DECORATIVE

FENCE CS502

MATCH FF

ELEV

C 09/17/19 KNW LRM TYPE B-1

SUBMITTAL

05/01/15 L. GUERIN

L. GUERIN L. MONZON

SITE PLAN

CS101 G

79722-CS101.DWG

D 09/26/19 KNW LRM INTERIM TYPE

B-2 SUBMITTAL

CS502

CHAIN LINK

FENCE

CS501

FULL DEPTH

PAVEMENT

CS501

NO PARKING AREA.

4" WIDE WHITE MARKING AT

45° ANGLE. 3' SPACING (TYP)

LANDSCAPED

AREA / OPEN

SPACE

15'x27' CONCRETE PAD

SEE NOTE 2.

CONCRETE CURB

PAVEMENT OVERLAY

CONCRETE SIDEWALK

FULL DEPTH PAVEMENT

REPLACEMENT FOR

UTILITY CONSTRUCTION

LEGEND

CONCRETE PAD

SEE NOTE 2.

CS500

CS501

CS501

NOTE:

1. SEE ARCHITECTURAL DRAWINGS FOR BUILDING

ADDITION DETAILS AND LAYOUTS.

2. SEE STRUCTURAL DRAWINGS FOR CONCRETE

PAD AND CONCRETE STOOP DETAILS.

3. PAVEMENT MARKING SHALL BE IN ACCORDANCE

WITH NYSDOT SPECIFICATION SECTION 714-01.

4. OVERLAY DEPTH SHALL BE DETERMINED BY

MEETING PROPOSED GRADES. SEE DRAWING

CG101.

E 12/12/19 KNW LRM TYPE

B-2 SUBMITTAL

CONNECT TO

EXISTING FENCE

CONNECT TO

EXISTING FENCE

5' CONCRETE

SIDEWALK

(TYP.)

4'x21'

CONCRETE PAD

SEE NOTE 2.

3'x5'

CONCRETE PAD

SEE NOTE 2.

F 01/31/20KNW LRM TYPE B-2

SUBMITTAL TO NGB

G 04/17/20KNW LRM TYPE B-3

SUBMITTAL - IFB

3'x5'

CONCRETE PAD

SEE NOTE 2.

CONCRETE

STOOP,

SEE NOTE 4

CONCRETE

STOOP,

SEE NOTE 4

FLUSH CURB TO

MATCH EXISTING

PAVEMENT AT

SIDEWALK

END CURB

N = 247596.08

E =1359828.44

END CURB

N = 247538.26

E =1359874.04

CS503

END CURB

N = 247644.05

E =1359773.99

BICYCLE

RACK

CS502

CONNECT

PROPOSED

TO EXISTING

PAVEMENT

CS501

X X X X X

P

I

V

MOEN STREET

MOEN STREET

MOEN STREET

MOEN STREET

P

I

V

X X X X X

ST ST

S T

S T

S T

S T

S T

S T

CO

ST

43.3

43.1

44.2

44.3

43.6

43.7

43.9

43.7

43.5

.0

44.0

45.0

46.00

45.85

45.50

45.85

45.50

45.85

45.50

46.00 46.00

45.85

45.50

46.00 46.00

45.50

46.00

46.00

44.70

46.0

45.9TC

45.5BC

45.7TC

45.2BC

45.9TC

45.5BC

45.9TC

45.5BC

45.9TC

45.5BC

45.9TC

45.5BC

46.00

46.00

46.00

46.00

45.9

45.9

46.00

46.00

46.00

CO

CO

CO

CO

CO

CO

CO

EXISTING

MAINTENANCE HANGAR

HANGAR 'B'

MOEN STREET

SCALE IN FEET

20'10' 40'

N

O

R

T

H

7,500 SF

BUILDING

ADDITION

FFE 46.00

WKVB122004

79722

WKVB139002

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

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79722\CAD\CIVIL\79722-CG101.DWG 4/15/2020 1:07 PM KWARRENDER

REPAIR & ADD TO MAINTENANCE HANGAR -

BUILDING 358

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WESTHAMPTON BEACH, NEW YORK

MEET EXISTING GRADE, TYP.

EXISTING GRADE, TYP.

PROPOSED GRADE, TYP.

09/25/19 F. PASCERI

K. WARRENDER L. MONZON

GRADING AND DRAINAGE PLAN

CG101 D

79722-CG101.DWG

A 09/26/19KNW LRM INTERIM TYPE

B-2 SUBMITTAL

NEW STORM MANHOLE

RIM 45.95

INV TO MATCH

EXISTING.

SEE NOTE #1.

CU501

NOTES:

1. CONTRACTOR IS TO VERIFY ALL EXISTING

UTILITY INFORMATION PRIOR TO START OF

CONSTRUCTION.

2. RECONNECT NEW ROOF LEADER TO EXISTING

UNDERGROUND STORM LINE.

3. ALL NEW ROOF DRAINS SHALL BE 8 INCH PVC

OR HDPE, SLOPED AT 0.5% MINIMUM. MINIMUM

COVER SHALL BE 36 INCHES.

4. CONTRACTOR SHALL DETERMINE EXISTING

INVERTS AT LOCATION OF NEW STORM

MANHOLE. PRIOR TO CONSTRUCTION OF THE

ROOF LEADER LINE CONTRACTOR SHALL

PROVIDE A SHOP DRAWING SHOWING LAYOUT,

INVERT AND COVER INFORMATION FOR REVIEW

AND APPROVAL BY ENGINEER.

5. PROVIDE POSITIVE DRAINAGE AWAY FROM

BUILDING. GRADE UP TO EXIT DOORS AS

INDICATED OR WITH MAXIMUM 2-INCH DROP

FROM CONCRETE PAD.

6. ALL DISTURBED AREAS TO REMAIN UNPAVED

SHALL BE TOPSOILED AND SEEDED IN

ACCORDANCE WITH THE SPECIFICATIONS.

7. CONTRACTOR SHALL BLEND ALL NEW

EARTHWORK SMOOTHLY INTO EXISTING,

PROVIDING ROUNDING AT ALL TOP AND

BOTTOM OF SLOPES.

8. RESET EXISTING GRATES, COVERS AND

MONITORING WELLS TO MATCH PROPOSED

GRADES. SEE DETAIL3 ON SHEET CU502.

9. ALL PROPOSED SIDEWALKS SHALL MEET

GRADE WHERE ADJOINING TO EXISTING

SIDEWALK.

10. FOR GENERAL NOTES AND ABBREVIATIONS,

SEE DRAWING G002.

11. STRUCTURAL PADS SHALL BE SET 4" ABOVE

SURROUNDING GRADE.

TIE INTO EXISTING

ROOF LEADER

SEE NOTE 2

SEE NOTE 4

B 12/12/19KNW LRM TYPE

B-2 SUBMITTAL

C 01/31/20KNW LRM TYPE B-2

SUBMITTAL TO NGB

D 04/17/20KNW LRM TYPE B-3

P

I

V

MOEN STREET

MOEN STREET

MOEN STREET

MOEN STREET

P

I

V

X X X X X

GV

GV

WV

WV

G

G G

G G

G G

G G

G G

G G

G G

S S

S S

SS SS

S S

S S

SS SS

F P

F P

F P

F P

F P

F P

F P

FP

SS SS

EXISTING

MAINTENANCE HANGAR

HANGAR 'B'

MOEN STREET

SCALE IN FEET

20'10' 40'

N

O

R

T

H

8" PVC

SANITARY LINE

7,500 SF

BUILDING

ADDITION

WKVB122004

79722

WKVB139002

by

1 1312111098765432

I

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G

F

E

D

C

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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

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79722\CAD\CIVIL\79722-CU101.DWG 4/15/2020 10:14 AM KWARRENDER

REPAIR & ADD TO MAINTENANCE HANGAR -

BUILDING 358

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WESTHAMPTON BEACH, NEW YORK

NEW SAN #M5B

RIM 45.40

INV 33.9 (EXIST)

NEW GAS

VALVE (TYP)

10" DIP FIRE

WATER LINE

A 06/05/15 KNW LRM TYPE A-2

B 05/19/17 KNW LRM TYPE A-2

RESUBMITTAL

C 09/17/19 KNW LRM TYPE B-1 SUBMITTAL

(FORMERLY SHEET C-102)

NEW SAN #M5C

RIM 44.00

INV 33.7

CU501

6" PVC SANITARY

FORCE MAIN

05/01/15 L. GUERIN

L. GUERIN L. MONZON

UTILITY PLAN

CU101 G

79722-CU101.DWG

NEW SAN #M5D

RIM 43.60

INV 33.4

EXIST SAN #M7

RESET RIM 43.75

INV 33.3 (EXIST)

NEW SAN #M5A

RIM 45.70

INV 34.5 (EXIST)

EXIST SAN #M5

RIM 46.66

INV 34.7

NEW SAN #M6C

RIM 45.90

INV TO MATCH

EXISTING.

SEE NOTE #1.

NOTES:

1. CONTRACTOR IS TO VERIFY ALL EXISTING UTILITY

INFORMATION PRIOR TO START OF CONSTRUCTION.

2. SEE PLUMBING DRAWINGS FOR CONTINUATIONS OF

UTILITIES INSIDE BUILDINGS.

3. SHOULD CONTRACTOR DISCOVER ANY

DISCREPANCIES, NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY PRIOR TO PROCEEDING.

4. ALL SANITARY SEWER WORK SHALL BE IN

ACCORDANCE WITH SUFFOLK COUNTY DPW

STANDARDS.

D 09/26/19KNW LRM INTERIM TYPE

B-2 SUBMITTAL

CONNECT

TO EXISTING

CONNECT

TO EXISTING

6" PVC

S=1.0%

6" PVC

S=1.0%

E 12/12/19KNW LRM TYPE

B-2 SUBMITTAL

F 01/31/20KNW LRM TYPE B-2

SUBMITTAL TO NGB

G 04/17/20KNW LRM TYPE B-3

SUBMITTAL - IFB

CONNECT TO

EXISTING FORCE

MAIN

CONNECT TO

EXISTING FORCE

MAIN

P

I

V

MOEN STREET

MOEN STREET

MOEN STREET

MOEN STREET

P

I

V

X X X X X

ST ST

S T

S T

S T

S T

S T

S T

CO

ST

43.3

43.1

44.2

44.3

43.6

43.7

43.9

43.7

43.5

.0

44.0

45.0

46.00

45.85

45.50

45.85

45.50

45.85

45.50

46.00 46.00

45.85

45.50

46.00 46.00

45.50

46.00

46.00

44.70

46.0

45.9TC

45.5BC

45.7TC

45.2BC

45.9TC

45.5BC

45.9TC

45.5BC

45.9TC

45.5BC

45.9TC

45.5BC

46.00

46.00

46.00

46.00

45.9

45.9

46.00

46.00

46.00

CO

CO

CO

CO

CO

CO

CO

EXISTING

MAINTENANCE HANGAR

HANGAR 'B'

MOEN STREET

SCALE IN FEET

20'10' 40'

N

O

R

T

H

7,500 SF

BUILDING

ADDITION

FFE 46.00

WKVB122004

79722

WKVB139002

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

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

I:\USAIRNG\79722\CAD\CIVIL\79722-CK101.DWG 4/15/2020 9:48 AM KWARRENDER

REPAIR & ADD TO MAINTENANCE HANGAR -

BUILDING 358

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

GABRESKI AIR NATIONAL GUARD BASE

WESTHAMPTON BEACH, NEW YORK

11/21/19 F. PASCERI

K. WARRENDER L. MONZON

SOIL EROSION AND

SEDIMENT CONTROL PLAN

CK101 D

79722-CK101.DWG

A 11/22/19KNW LRM TYPE B-2 SUBMITTAL

CK501

3,4

TIE INTO EXISTING

ROOF LEADER

SEE NOTE 2

SEE NOTE 4

INLET PROTECTION, TYP.

SILT FENCE, TYP.

CK501

NOTE:

1. SEE SHEET CK500 FOR SOIL EROSION AND

SEDIMENT CONTROL NOTES.

2. CONTRACTOR TO COORDINATE LOCATION

OF STABILIZED CONSTRUCTION ENTRANCE

WITH CONTRACTING OFFICER.

B 12/12/19KNW LRM TYPE B-2 SUBMITTAL

C 01/31/20KNW LRM TYPE B-2

SUBMITTAL TO NGB

NOT TO SCALE

5' MAX

M

A X

SEE PLAN

4" TROWEL FINISH (TYP.)

BROOM

1/8"

1/2"

SAWED

JOINTS

(TYP)

EXPANSION JOINTS

@ 25' CTRS MAX

T

Y P

SAWCUT

PLAN

4" P.C.C.

4" CRUSHED

ROCK BASE

COMPACTED SUBGRADE

1/2" RADIUS (TYP.)

1. BROOM FINISH SHALL BE APPLIED NORMAL TO DIRECTION OF TRAFFIC.

2. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% AWAY FROM

BUILDING AND TOWARDS GUTTER LINES OR CURB LINES AS INDICATED ON

THE PLANS.

SAW JOINT

NOTES:

EXPANSION JOINT

NOTES:

PRE-FORMED EXP.

JOINT MATERIAL

1/8" RAD 1/8" RAD

A

B

EXPANSION JOINT

6 X 6 - W14 X W14

COMPACTED SUBGRADE

4" CRUSHED ROCK BASE

4" P.C.C.

1. SAW JOINTS TO BE LOCATED TO MAINTAIN AN APPROXIMATE SQUARE SLAB

AS INDICATED ON PLANS.

2. EXPANSION JOINTS TO BE LOCATED WHERE WALK ABUTS CONCRETE CURBS,

DRIVES,…