95877-CANOPY-REVISED_IFB_DRAWINGS_5.14.18.pdf

PDF 6 MB Posted May 31, 2018

Attached to: Covered Canopy for Vehcile Search Area
Solicitation number: W912PQ-18-B-0001
Issued by: Department of the Army New York Army National Guard

About this file

From the source

Drawings

View the file

Other files

File	Type	Posted
95877_CVSC_B-3_REVISED_SPEC_BINDER_051418.pdf	PDF	May 31, 2018
CVSC_B-3_REVISED_SPEC_BINDER_051418__SOW.pdf	PDF	May 31, 2018

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

descriptiondateno. by ckd

Gabreski Air National Guard Base

106th Rescue Wing

CONSTRUCT VEHICLE SEARCH COVER

Air National Guard

B3 SUBMITTAL IFB

95877

Contract WKVB142111

C O

P Y

R I G

H T

U R

N S

M c D

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

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

Z:\CLIENTS\ANF\USNGB\ANG\NY\95877_FOKVSCCSESRIEL\DESIGN\_COMMON\01 CONSTRUCT VEHICLE SEARCH COVER\_WKSPACE\95877-COVER-CVR.DWG 11/13/2017 11:24 AM CREED

A DRUG AN

LAOIT

A N

0 12/20/17 CR B3 SUBMITTAL IFBBB

PROJECT

VICINITY

PROJECT

LOCATION

MAY 2018

05/14/18

100% B-3 SUBMITTAL

IFB

lmguerin Text Box 05/14/18 lmguerin Text Box

100% B-3 SUBMITTAL IFB

descriptiondateno. by ckd

C O

P Y

R I G

U R

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

0 12/20/17 CR B3 SUBMITTAL IFBBB

10 NORTH PARK PLACE, SUITE 330

MORRISTOWN, NJ 07960

(973) 884-8701

LICENSEE NO. 000165

Z:\CLIENTS\ANF\USNGB\ANG\NY\95877_FOKVSCCSESRIEL\DESIGN\_COMMON\01 CONSTRUCT VEHICLE SEARCH COVER\_WKSPACE\95877-COVER-NDX.DWG 12/6/2017 4:26 PM CREED

TYPE B3 SUBMITTAL

ELECTRICAL DRAWINGS

GENERAL DRAWINGSGENERAL DRAWINGS

COVER

CIVIL DRAWINGS

TITLEDWG. NO.

INDEX

STRUCTURAL DRAWINGS

TITLEDWG. NO.

AG001

ARCHITECTURAL LEGEND & ABBREVIATIONS

A-101

DIMENSIONED FLOOR PLAN ELEVATIONS SECTIONS

A-201 COMMERCIAL VEHICLE - ELEVATIONS

A-202 COMMERICAL VEHICLE - ELEVATIONS

E-000 ELECTRICAL ABBREVIATIONS AND LEGENDS

E-001 ELECTRICAL SITE PLAN NOTES

EL101 ELECTRICAL SITE PLAN

S-001 GENERAL NOTES

S-002 GENERAL NOTES & ABBREVIATIONS

S-003 STANDARD STEEL DETAILS

S-004 RAIN SCREEN DETAILS

S-101 FOUNDATION PLAN

New York Air National Guard

CONSTRUCT VEHICLE SEARCH COVER

ARCHITECTURAL DRAWINGS

G-001

ACCESS AND SAFETY PLAN

G-002

GENERAL NOTES AND ABBREVIATIONS

V-101

EXISITNG CONDITIONS

CS101

SITE PLAN

CS501

CONSTRUCTION DETAILS

TITLEDWG. NO. TITLEDWG. NO.

05/14/18

100% B-3 SUBMITTAL

IFB

MOEN STREET

S T

O P

S T

O P

STOP

NOT IN CONTRACT

N:247,154.982

E:1,358,976.966

X X

N:247,089.364

E:1,358,973.011

N:247,157.432

E:1,358,936.318

N:247,135.738

E:1,358,935.010

N:247,116.213

E:1,358,933.833

N:247,091.814

E:1,358,932.363

G-001 0

ACCESS & SAFETY PLAN

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 descriptionby

1 1312111098765432

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

WKVB142111

CONSTRUCT VEHICLE

SEARCH COVER

95877

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

A DRUG AN

LAOIT

A N

LICENSEE NO. 000165

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

U R

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

BINSET 0

SCALE IN FEET

40'20' 80'

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)

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

Y P

SEE

NOTE 2

TEMPORARY SECURITY FENCE IN PAVEMENT

TEMPORARY SECURITY FENCE IN LANDSCAPED AREAS

BARBED WIRE

TEMPORARY

SECURITY FENCE

PROJECT LOCATION

ACCESS AND HAUL

ROUTE (TYP)

ACONSTRUCTION ACCESS PLAN 0

SCALE IN FEET

100' 200'

1DOUBLE SWING GATE

NOT TO SCALE

16'-30'

12"

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

STAGING AREA

TV0 05/14/18 LMG 100% B-3 Submittal IFB

AutoCAD SHX Text

6' CHAIN-LINK FENCE

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

FIRE CONNECT

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

COMM TOWER

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC BLDG

AutoCAD SHX Text

UNDERGROUND FUEL TANK

AutoCAD SHX Text

6" CND (4)

AutoCAD SHX Text

YELLOW ROAD STRIPE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

6" CND

AutoCAD SHX Text

6" CND

AutoCAD SHX Text

6" CND (4)

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

MSNRY WALL

AutoCAD SHX Text

MSNRY WALL

AutoCAD SHX Text

MSNRY WALL

AutoCAD SHX Text

MSNRY WALL

AutoCAD SHX Text

MSNRY WALL

AutoCAD SHX Text

MSNRY WALL

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

MSNRY WALL

AutoCAD SHX Text

6" CND

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

TANK SWITCH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

GATE SWITCH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

ELEC CND

AutoCAD SHX Text

CONC

AutoCAD SHX Text

F-102 DISPLAY

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text

MSNRY WALL

AutoCAD SHX Text

5" CND (4)

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

SAN. C.O & TRAP

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

ROOF DR

AutoCAD SHX Text

PLAQUES CONC PADS

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

STEEL VAULT

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

MET SHED ON CONC PAD

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

ROOF OVER

AutoCAD SHX Text 4' C.L.F.

AutoCAD SHX Text

CONCRETE PAVEMENT

AutoCAD SHX Text

G MOTR

AutoCAD SHX Text

10' STEEL FENCE

AutoCAD SHX Text

ROOF OVER

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

WOOD PLATFORM

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

CONCRETE PAVEMENT

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC RAMP

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

BLK WALL

AutoCAD SHX Text

BLK WALL

AutoCAD SHX Text

BLK WALL

AutoCAD SHX Text

BLK WALL

AutoCAD SHX Text

CONC STEPS & LANDING

AutoCAD SHX Text

BLK WALL

AutoCAD SHX Text

BLK WALL

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

ROOF OVER

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CONC CURB

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

AutoCAD SHX Text

GATE

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

G MOTR

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

PLANTED AREA

AutoCAD SHX Text

BLK COPING

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

PLANTED AREA

AutoCAD SHX Text

4" TREE

AutoCAD SHX Text

4" TREE

AutoCAD SHX Text

36" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text 8' C.L.F.

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BLK WALL

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

CONC PAD/ AC UNITS

AutoCAD SHX Text

BRICK PIERS

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

8' STEEL FENCE ON CONC FOOTING

AutoCAD SHX Text

8' STEEL FENCE ON CONC FOOTING

AutoCAD SHX Text

4' STEEL FENCE

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ON CONC FOOTING

AutoCAD SHX Text 8' C.L.F.

AutoCAD SHX Text

CONC

AutoCAD SHX Text

RET WALL

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC APRON

AutoCAD SHX Text

CONC

AutoCAD SHX Text

HELICOPTER DISPLAY

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

SWING GATE AND TRAFFIC SIGNAL ON CONCRETE BASE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

STONE SHLD

AutoCAD SHX Text

STONE SHLD

AutoCAD SHX Text

STONE SHLD

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

BRICK PIERS

AutoCAD SHX Text

GATE

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

ASPH

AutoCAD SHX Text 8' C.L.F.

AutoCAD SHX Text

GATE

AutoCAD SHX Text

TELCOM VAULT

AutoCAD SHX Text

ASPH

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

CP 201 CB 60D SET

AutoCAD SHX Text

CP 200 CB 185

AutoCAD SHX Text

CP 199 CB MAG SET

AutoCAD SHX Text

CP 198 CB MAG SET

AutoCAD SHX Text

CP 197 CB MAG SET

AutoCAD SHX Text

CP 196 CB MAG SET

AutoCAD SHX Text

CP 195 CB 60D SET

AutoCAD SHX Text

CP 194 CB 60D SET

AutoCAD SHX Text

CP 193 CB MAG SET

AutoCAD SHX Text

CP 188 CB 60D SET

AutoCAD SHX Text

CP 187 CB 60D SET

AutoCAD SHX Text

CP 186 CB 60D SET

AutoCAD SHX Text

CP 185 CB 166

AutoCAD SHX Text

CP 184 CBCC SET

AutoCAD SHX Text

CP 183 CB MAG SET

AutoCAD SHX Text

CP 182 CB MAG SET

AutoCAD SHX Text

CP 181 CB MAG SET

AutoCAD SHX Text

CP 166 CB MAG SET

AutoCAD SHX Text

CP 125 CB MAG SET

AutoCAD SHX Text

CP 163 CB MAG SET

AutoCAD SHX Text

CP 160 CB MAG SET

AutoCAD SHX Text

CP 137 CB MAG SET

AutoCAD SHX Text

CP 125 CB MAG SET

AutoCAD SHX Text

CP 126 CB MAG SET

AutoCAD SHX Text

CP 127 CB MAG SET

AutoCAD SHX Text

CP 128 CB MAG SET

AutoCAD SHX Text

CP 134 CB MAG SET

AutoCAD SHX Text

CP 138 CB MAG SET

AutoCAD SHX Text

CP 139 CB MAG SET

AutoCAD SHX Text

CP 140 CB MAG SET

AutoCAD SHX Text

RIM=42.39

AutoCAD SHX Text

CP 144 CB 60D SET

AutoCAD SHX Text

CP 150 CB MAG SET

AutoCAD SHX Text

AutoCAD SHX Text 44.40

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

UEMH

AutoCAD SHX Text

15" TREE

AutoCAD SHX Text

AutoCAD SHX Text 41.34

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

UEMH

AutoCAD SHX Text

AutoCAD SHX Text 45.16

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

UEMH

AutoCAD SHX Text

AutoCAD SHX Text 45.47

AutoCAD SHX Text

FIRE CONNECT

AutoCAD SHX Text

FIRE CONNECT

AutoCAD SHX Text

AutoCAD SHX Text 46.56

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

UGM

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

AutoCAD SHX Text 43.68

AutoCAD SHX Text B

AutoCAD SHX Text

STSDY1 B

AutoCAD SHX Text

AutoCAD SHX Text 43.21

AutoCAD SHX Text

TREE

AutoCAD SHX Text

STSDY1

AutoCAD SHX Text

AutoCAD SHX Text 43.06

AutoCAD SHX Text

STSDY1

AutoCAD SHX Text

AutoCAD SHX Text 42.84

AutoCAD SHX Text

STSDY1

AutoCAD SHX Text

RIM=42.60

AutoCAD SHX Text

AutoCAD SHX Text 43.68

AutoCAD SHX Text B

AutoCAD SHX Text

STSDY2 B

AutoCAD SHX Text

AutoCAD SHX Text 44.19

AutoCAD SHX Text

STSDY2

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

CP 146 CB 60D SET

AutoCAD SHX Text

CP 158 CB 60D SET

AutoCAD SHX Text

AutoCAD SHX Text 51.18

AutoCAD SHX Text

UNDERGROUND TELEPHONE

AutoCAD SHX Text

UT3 B VAULT

AutoCAD SHX Text

AutoCAD SHX Text 51.43

AutoCAD SHX Text

UNDERGROUND WATER LINE

AutoCAD SHX Text

UW6 UWV

AutoCAD SHX Text

AutoCAD SHX Text 50.27

AutoCAD SHX Text

UNDERGROUND WATER LINE

AutoCAD SHX Text

UW6 UWV

AutoCAD SHX Text

AutoCAD SHX Text 57.10

AutoCAD SHX Text

HOTBOX CL 2.5X1

AutoCAD SHX Text

HOTBOX CL 2.5X1

AutoCAD SHX Text

4" TREE

AutoCAD SHX Text

AutoCAD SHX Text 54.13

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

UE9 ULP 30IN

AutoCAD SHX Text

CP 159 CB MAG SET

AutoCAD SHX Text

CP 160 CB MAG SET

AutoCAD SHX Text

AutoCAD SHX Text 51.64

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

UE9 UEPB 1X1

AutoCAD SHX Text

4" TREE

AutoCAD SHX Text

CP 161 CB MAG SET

AutoCAD SHX Text

AutoCAD SHX Text 52.32

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

UEM

AutoCAD SHX Text

AutoCAD SHX Text 52.13

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

UEM

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

8" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

CP 162 CB MAG SET

AutoCAD SHX Text

AutoCAD SHX Text 49.59

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

UGV

AutoCAD SHX Text

CP 163 CB MAG SET

AutoCAD SHX Text

8" TREE

AutoCAD SHX Text

TRP TREE

AutoCAD SHX Text

TRP" TREE

AutoCAD SHX Text

AutoCAD SHX Text 53.77

AutoCAD SHX Text

UNDERGROUND WATER LINE

AutoCAD SHX Text

UW6 UWV

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

TRP TREE

AutoCAD SHX Text

TRP TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

BLDG 345

AutoCAD SHX Text

CP 165 CB XCUT SET

AutoCAD SHX Text

CP 164 CB XCUT SET

AutoCAD SHX Text

RIM=51.44

AutoCAD SHX Text

RIM=51.71

AutoCAD SHX Text

RIM=51.68

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text 8 #

AutoCAD SHX Text

AutoCAD SHX Text 48.66

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

UPGW CPN5637

AutoCAD SHX Text

AutoCAD SHX Text 48.38

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

UEMH

AutoCAD SHX Text

SIREN

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

AutoCAD SHX Text 51.73

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

UGV

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

3" TREE

AutoCAD SHX Text

CP 166 CB MAG SET

AutoCAD SHX Text

AutoCAD SHX Text 45.87

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

UEMH

AutoCAD SHX Text

CP 167 CB 60D SET

AutoCAD SHX Text

STOP

AutoCAD SHX Text # 9

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

6" TREE

AutoCAD SHX Text

8" TREE

AutoCAD SHX Text

10" TREE

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

AutoCAD SHX Text 45.00

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

UEM

AutoCAD SHX Text

AutoCAD SHX Text 44.95

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

UEM

AutoCAD SHX Text

CP 135 CB MAG SET

AutoCAD SHX Text

CP 136 CB MAG SET

AutoCAD SHX Text

CP 137 CB MAG SET

AutoCAD SHX Text

CP 145 CB 60D SET

AutoCAD SHX Text

CP 148 CB 60D SET

AutoCAD SHX Text

CP 168 CB 60D SET

AutoCAD SHX Text 52 #

AutoCAD SHX Text #C51

AutoCAD SHX Text

AutoCAD SHX Text 51.38

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

AutoCAD SHX Text 51.63

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

BLDG 345

AutoCAD SHX Text

AutoCAD SHX Text 51.33

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

RIM=51.06

AutoCAD SHX Text

SOLAR LIGHT POLE

AutoCAD SHX Text

F-102 PLANE

AutoCAD SHX Text

RIM=52.04

AutoCAD SHX Text

AutoCAD SHX Text 55.18

AutoCAD SHX Text

VAULT2

AutoCAD SHX Text

AutoCAD SHX Text 55.14

AutoCAD SHX Text

VAULT2 CLS E

AutoCAD SHX Text

AutoCAD SHX Text #55

AutoCAD SHX Text

AutoCAD SHX Text 53.23

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

UPGW CPN7278

AutoCAD SHX Text

AutoCAD SHX Text 53.11

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

UPGW CPN7278

AutoCAD SHX Text

AutoCAD SHX Text 53.14

AutoCAD SHX Text

FIRE DEPT CONN

AutoCAD SHX Text

AutoCAD SHX Text 56.58

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text #54

AutoCAD SHX Text

AutoCAD SHX Text 53.55

AutoCAD SHX Text

DIESELTANK1 B

AutoCAD SHX Text

AutoCAD SHX Text 53.56

AutoCAD SHX Text

DIESELTANK1

AutoCAD SHX Text

AutoCAD SHX Text 53.54

AutoCAD SHX Text

DIESELTANK1

AutoCAD SHX Text

AutoCAD SHX Text 53.53

AutoCAD SHX Text

DIESELTANK1 CLS

AutoCAD SHX Text

AutoCAD SHX Text 52.85

AutoCAD SHX Text

LBOB

AutoCAD SHX Text

AutoCAD SHX Text 56.57

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text #53

AutoCAD SHX Text

AutoCAD SHX Text 53.29

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

UPGW CPN7500

AutoCAD SHX Text

CP 169 CB MAG SET

AutoCAD SHX Text

CP 170 CB MAG SET

AutoCAD SHX Text

AutoCAD SHX Text 56.02

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

UPGW CPN7602

AutoCAD SHX Text #45

AutoCAD SHX Text

LIPA #46

AutoCAD SHX Text

RIM=55.44

AutoCAD SHX Text

AutoCAD SHX Text 56.71

AutoCAD SHX Text

VAULT3 B USMH

AutoCAD SHX Text

AutoCAD SHX Text 56.74

AutoCAD SHX Text

VAULT3 STL

AutoCAD SHX Text

AutoCAD SHX Text 56.74

AutoCAD SHX Text

VAULT3 STL

AutoCAD SHX Text

AutoCAD SHX Text 56.69

AutoCAD SHX Text

VAULT3 E

AutoCAD SHX Text

SOLAR LIGHT POLE

AutoCAD SHX Text

CP 174 CB 134

AutoCAD SHX Text

18" TREE

AutoCAD SHX Text

WOOD STAIRS & RAMP

AutoCAD SHX Text

WOOD DECK & RAMP

AutoCAD SHX Text

CONC

AutoCAD SHX Text

RET WALL

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC APRON

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text U

AutoCAD SHX Text

CP 187 CB 60D SET

AutoCAD SHX Text

CP 182 CB MAG SET

AutoCAD SHX Text

CP 139 CB MAG SET

AutoCAD SHX Text

AutoCAD SHX Text 57.10

AutoCAD SHX Text

HOTBOX CL 2.5X1

AutoCAD SHX Text

HOTBOX CL 2.5X1

AutoCAD SHX Text

AutoCAD SHX Text 54.13

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

UE9 ULP 30IN

AutoCAD SHX Text

AutoCAD SHX Text 51.64

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

UE9 UEPB 1X1

AutoCAD SHX Text

8" TREE

AutoCAD SHX Text

TRP TREE

AutoCAD SHX Text

TRP" TREE

AutoCAD SHX Text

AutoCAD SHX Text 53.77

AutoCAD SHX Text

UNDERGROUND WATER LINE

AutoCAD SHX Text

UW6 UWV

AutoCAD SHX Text

5" TREE

AutoCAD SHX Text

TRP TREE

AutoCAD SHX Text

TRP TREE

G-002 0

GENERAL NOTES AND

ABBREVIATIONS

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 descriptionby

1 1312111098765432

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

WKVB142111

CONSTRUCT VEHICLE

SEARCH COVER

95877

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

A DRUG AN

LAOIT

A N

LICENSEE NO. 000165

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

U R

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

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 ANG 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. SEC. FORCES SQUAD., CAPT. MORRISSEY 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.

5. CONTRACTOR SHALL PLACE SILT FENCE AS NEEDED 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 NYS SOIL EROSION

STANDARDS. 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.

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.

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

TV0 05/14/18 LMG 100% B-3 Submittal IFB

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\NY\95877_FOKVSCCSESRIEL\DESIGN\_COMMON\01 CONSTRUCT VEHICLE SEARCH COVER\CIVIL\SHEETS\95877-V101.DWG 5/14/2018 9:05 AM LMGUERIN

X X

KEY PLAN

NOT TO SCALE

SCALE IN FEET

20'10' 40'

C O

P Y

R I G

January x, 2017 S. CATONE

L. GUERIN L. MONZON

EXISTING CONDITIONS

V-101 0 95877-V101.dwg

B U

R N

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

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 descriptionby

1 1312111098765432

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

WKVB142111

CONSTRUCT VEHICLE

SEARCH COVER

95877

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

A DRUG AN

LAOIT

A N

LICENSEE NO. 000165

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

U R

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

PROJECT

LOCATION

TV0 05/14/18 LMG 100% B-3 Submittal IFB

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GATE HOUSE 327

AutoCAD SHX Text

COMMERCIAL VEHICLE INSPECTION 328

AutoCAD SHX Text

INV=49.31

AutoCAD SHX Text

RIM=52.21' 10' DIA LEACHING DOME E/INV=47.31 12" CPP DEPTH=14'±

AutoCAD SHX Text

RIM=51.68' NW/INV=48.08 12" CPP W/INV=48.03 12" CPP DEPTH =4.5'±

AutoCAD SHX Text

RIM=54.43' 8' DIA LEACHING BLOCK DOME/10"CASTING DEPTH=10'±

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

39.5'

53.0

LEGEND

CONCRETE REMOVAL AND REPLACE

PAVEMENT REMOVAL AND REPLACE

CURB REMOVAL AND REPLACE

TURF REMOVAL AND REPLACE

OVERHEAD CANOPY

CANOPY PIER

DRAINAGE PIPE

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\NY\95877_FOKVSCCSESRIEL\DESIGN\_COMMON\01 CONSTRUCT VEHICLE SEARCH COVER\CIVIL\SHEETS\95877-CS101.DWG 5/14/2018 9:48 AM LMGUERIN

SCALE IN FEET

100' 200'

GENERAL SITE NOTES:

1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES

PRIOR TO THE START OF CONSTRUCTION. SHOULD ANY

CONFLICTS WITH UTILITIES BE DISCOVERED, CONTRACTOR

SHALL NOTIFY ENGINEER IMMEDIATELY.

2. CONTRACTOR SHALL VERIFY LOCATION AND INVERTS OF

EXISTING 8" HDPE ROOF LEADER PRIOR TO BEGINNING

WORK TO TIE-IN CANOPY ROOF LEADERS. CONTRACTOR

SHALL NOTIFY ENGINEER WITH ANY DISCREPANCIES TO

THE PLAN PRIOR TO COMMENCING WORK.

3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE

RESTORED. TURF AREAS SHALL BE TOPSOILED, SEEDED

AND MULCHED, PAVEMENT AND CONCRETE AREAS SHALL

BE SAWCUT FULL DEPTH AND EXCAVATED. CURB AND

CONCRETE SHALL BE SAWCUT AT JOINTS. EXCAVATED

AREAS SHALL BE RESTORED IN ACCORDANCE WITH THE

DETAILS AND SPECIFICATIONS.

4. EXISTING FENCING AND GATES TO REMAIN DURING

CONSTRUCTION. ANY DAMAGE TO EXISTING FENCING OR

GATES SHALL BE REPAIRED AND/OR REPLACED AT NO

ADDITIONAL COST TO THE GOVERNMENT AND TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

C O

P Y

R I G

January xx, 2017 S. CATONE

SITE PLAN

CS101 1

95877-CS101.dwg

B U

R N

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

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 descriptionby

1 1312111098765432

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

WKVB142111

CONSTRUCT VEHICLE

SEARCH COVER

95877

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

A DRUG AN

LAOIT

A N

LICENSEE NO. 000165

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

U R

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

X X

KEY PLAN

NOT TO SCALE

PROJECT

LOCATION

CONNECT DOWNSPOUTS

TO UNDERGROUND LINE

30' x 30' CANOPY

SEE ARCH DWGS

RESTORE TURF AREA FOLLOWING

STORM LINE CONSTRUCTION

APPLY TOPSOIL, SEED AND

MULCH

RE-ROUTE EXISTING

DRAINAGE PIPE

65 LF 8" HDPE @ 0.45%

EXISTING INVERT 48.3

EXISTING DRAINAGE

PIPE

8" HDPE @ 0.5%

TIE-IN INV 48.85±

TIE-IN INV 48.56±

RESTORE

CONCRETE AREAS

REMOVE EXISTING DRAINAGE

PIPE SECTIONS AS NEEDED TO

CONSTRUCT PIERS.

CAP ENDS AND ABANDON

REMAINING SECTIONS IN PLACE

RESTORE PAVEMENT AND CURB

RESTORE PAVEMENT (TYP)

CS501

TV0 05/14/18 LMG 100% B-3 Submittal IFB

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GATE HOUSE 327

AutoCAD SHX Text

COMMERCIAL VEHICLE INSPECTION 328

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

AutoCAD SHX Text W

AutoCAD SHX Text

MON

39.5'

M I N

10" MIN

12" MAX

M I N

V A

R I E

FINAL BACKFILL

AS SPECIFIED

SURFACE

TREATMENT

AS SPECIFIED

INITIAL BACKFILL

HAND-TAMPED

COMPACTION

ABOVE TOP OF PIPE

PIPE EMBEDMENT

MATERIAL AS SPECIFIED

P I P

FINISH GRADE

TRENCH WIDTH

AS SPECIFIED

WARNING

IDENTIFICATION

TAPE (SEE NOTE 3)

NOTES:

1. BOTTOM OF TRENCH AND BEDDING MATERIAL SHALL PROVIDE UNIFORM

LONGITUDINAL SUPPORT FOR BOTTOM SECTION OF PIPE.

2. FINAL BACKFILL UNDER PAVEMENTS MAYBE SUBJECT TO ADDITIONAL

COMPACTION REQUIREMENTS AND TESTING.

3. BURIED WARNING AND IDENTIFICATION TAPE SHALL BE PROVIDED IN

ACCORDANCE WITH SPECIFICATIONS.

4. SEE DETAIL B1 AND D1 ON CU501 FOR TYPICAL UTILITY MARKER DETAILS.

5. TRENCH DETAIL IS NOT APPLICABLE TO JET FUEL PIPING.

1UTILITY TRENCH

NOT TO SCALE

PROOF-ROLLED

SUBGRADE

NOTE:

1. PROVIDE TACK COAT BETWEEN PAVEMENT COURSES

AS WELL AS PAVEMENT LIFTS WHILE BEING PLACED.

2. PROVIDE PRIME COAT BETWEEN BITUMINOUS

PAVEMENT AND CRUSHED ROCK BASED COURSES.

ASPHALT CONCRETE SURFACE

COURSE (12.5MM NOMINAL

MAXIMUM AGGREGATE SIZE)

ASPHALT CONCRETE BASE COURSE

(19MM NOMINAL MAXIMUM

AGGREGATE SIZE)

CRUSHED ROCK

BASE COURSE

2ASPHALT PAVEMENT

NOT TO SCALE

PLACE 3/4" EXPANSION JOINTS WITH 24" DOWELS AT RADIUS POINTS.

THESE DOWELS SHALL BE GREASED AND WRAPPED ON ONE END WITH

EXPANSION TUBES.

INSTALL 1 1/2" DEEP CONTRACTION JOINTS AT PROXIMATELY 15' INTERVALS.

FORM NOT REQUIRED BELOW GRADE.

NOTES:

6" 1"

1 - #5 @ 12" O.C.

TACK COAT

PLACE 3/4" EXPANSION JOINTS WITH 24" DOWELS AT RADIUS POINTS. THESE

DOWELS SHALL BE GREASED AND WRAPPED ON ONE END WITH EXPANSION

TUBES.

INSTALL 1 1/2" DEEP CONTRACTION JOINTS AT PROXIMATELY 15' INTERVALS.

FORM NOT REQUIRED BELOW GRADE.

NOTES:

6" 1"

1 - #5 @ 12" O.C.

12"

REMOVE EXISTING MATERIAL

AND REPLACE WITH PROPOSED

PAVEMENT SECTION

EXISTING

UNDERLYING

MATERIAL

EXISTING SURFACE

COURSE

SAW CUT FULL

DEPTH AND TACK

COAT

12"

TACK COAT

6" CONCRETE CURB ADJACENT TO NEW ASPHALT PAVEMENT

6" CONCRETE CURB ADJACENT TO EXISTING PAVEMENT

BC - ELEVATION

REFERENCE

TC - ELEVATION

REFERENCE

3CONCRETE CURB

NOT TO SCALE

5' MAX

A X

4" TROWEL FINISH (TYP.)

BROOM

1/8"

1/2"

SAWED

JOINTS

(TYP)

EXPANSION JOINTS

@ 25' CTRS MAX

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

EXPANSION JOINT

6 X 6 - W1.4 X W1.4

COMPACTED SUBGRADE

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, STRUCTURES AND WHERE WALK CHANGES DIRECTION.

ASECTION

BSECTION

4CONCRETE SIDEWALK

NOT TO SCALE

6CONCRETE SIDEWALK JOINT

3/4"±1/8"

BOND BREAKER TAPE

PAVEMENT

SURFACE

1/4"R (TYP)

JOINT SEALANT

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

NOTE:

1. COORDINATE SAWCUT DEPTH AND WIDTH OF JOINT RESERVOIR

WITH SEALANT MANUFACTURER'S RECOMMENDATIONS.

5EXPANSION JOINT

NOT TO SCALE

1 1/2" RAD

OR MEET

EXISTING CURB

3 - #5 DOWELS X 24"

AT JOINTS AND

RADIUS POINTS

(SEE NOTE 1)

1 1/2" RAD

OR MEET

EXISTING CURB

3 - #5 DOWELS X 24"

AT JOINTS AND

RADIUS POINTS

(SEE NOTE 1)

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\NY\95877_FOKVSCCSESRIEL\DESIGN\_COMMON\01 CONSTRUCT VEHICLE SEARCH COVER\CIVIL\SHEETS\95877-CS501.DWG 12/6/2017 11:41 AM LMGUERIN

C O

P Y

R I G

January xx, 2017 S. CATONE

CONSTRUCTION DETAILS

CS501 0

95877-CS501.dwg

B U

R N

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

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 descriptionby

1 1312111098765432

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

WKVB142111

CONSTRUCT VEHICLE

SEARCH COVER

95877

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

A DRUG AN

LAOIT

A N

LICENSEE NO. 000165

973-884-8701

MORRISTOWN, NEW JERSEY 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

U R

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

TV0 05/14/18 LMG 100% B-3 Submittal IFB

SECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS LOCATED

(MAY NOT BE PRESENT IF CALLOUT AND

TITLE ARE ON THE SAME DRAWING)

LETTER OR NUMBER

DESIGNATOR

ONE OR TWO CHARACTER DISCIPLINE

DESIGNATOR (MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

THE WORD "SECTION" MAY BE

REPLACED WITH "ELEVATION" OR

"DETAIL"

WALL SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

ELEVATION CALLOUT EXAMPLE:

SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:

EXTERIORINTERIOR

NORTH

NORTH ARROW EXAMPLE:

SIM

AA888

LETTER OR NUMBER

INDICATES DETAIL

SHEET NUMBER WHERE

SECTION IS DRAWN

LETTER OR NUMBER

INDICATES DETAIL

SHEET NUMBER WHERE

SECTION IS DRAWN

SIM

AA888

1 1

BUILDING SECTION CALLOUT EXAMPLE:

SECTION 1

R101

TITLE

VIEW REFERENCE EXAMPLE:

X-0000

NUMBER INDICATES DETAIL

SHEET NUMBER WHERE SECTION IS DRAWN

LETTER OR NUMBER

INDICATES DETAIL

SHEET NUMBER WHERE

DETAIL IS DRAWN

EXISTING DOOR

NEW DOOR

EXISTING WALL

NEW WALL (RE: PARTITION TYPE)

PLAN LEGEND:

ROOM NAME

ROOM NUMBER

PARTITION TYPE

DOOR NUMBER

WINDOW WALL TYPE

GLAZING TYPE

LOUVER TAG

GRID BUBBLE AND LINE

TOILET ACCESSORY TAG

CW01

W101

WORK

888W

1' - 0" A.F.F.

FURNITURE SYSTEM TAG

ROOM NAME

CEILING HEIGHT TAG

CURTAIN WALL TYPECW01

RIGID INSULATION

FACE BRICK

PLYWOOD

CONCRETE

MASONRY UNIT

CONCRETE

UNDISTURBED

EARTH

GROUT OR

GYPSUM BOARD

STEEL OR

FERROUS METALS

GRAVEL

FINISHED WOOD

BATT INSULATION

MATERIAL SYMBOLS

DIMENSION

LUMBER

METAL STUD WALL

BACKER ROD AND

SEALANT

ALUMINUM OR

NON-FERROUS METALS

SAND, PLASTER, OR

PORTLAND CEMENT

COMPACTED

FILL

TERRAZZO

GRASS

MASONRY

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.