Amendment_0005_Revised_Drawings.pdf

3" GRADATION NO. 2 SURFACE COURSE

12" AGGREGATE BASE

COURSE COMPACTED TO

100% ASTM D1557 DENSITY

8" SUBGRADE COMPACTED

TO 95% ASTM D1557 DENSITY

1 8"

C

LR

2" PCC PAVEMENT 650 psi FLEX

STRENGTH @ 90 DAYS

#4 @ 14" OCEW

SUPPORTED ON BAR CHAIRS

WITH SAND PLATES

4" DRAINAGE LAYER

RAW SUBGRADE SCARIFIED 6" DEEP

AND COMPACTED TO 95% ASTM

D1557 DENSITY

HANGAR ACCESS APRON

CONCRETE PAVEMENT1

8" C

LR

2" PCC PAVEMENT 650 psi FLEX

STRENGTH @ 90 DAYS

#4 @ 14" OCEW

SUPPORTED ON BAR CHAIRS

WITH SAND PLATES

RAW SUBGRADE SCARIFIED 6" DEEP

AND COMPACTED TO 95% ASTM

D1557 DENSITY

TAXIWAY & AIRCRAFT APRON

CONCRETE PAVEMENT2

SHOULDER

ASPHALT PAVEMENT3

1 2"

C

LR

7" PCC PAVEMENT 650 psi FLEX

STRENGTH @ 90 DAYS

#4 @ 14" OCEW

SUPPORTED ON BAR CHAIRS

WITH SAND PLATES

6" AGGREGATE BASE COURSE

COMPACTED TO 95% ASTM D1557 DENSITY

RAW SUBGRADE SCARIFIED 8" DEEP

AND COMPACTED TO 95% ASTM

D1557 DENSITY

CONCRETE PAVEMENT4

6" AGGREGATE BASE

COURSE COMPACTED TO

100% ASTM D1557 DENSITY

8" SUBGRADE COMPACTED

TO 95% ASTM D1557 DENSITY

TUG

ASPHALT PAVEMENT5

BID OPTION 16

"DUST COVER"

ASPHALT PAVEMENT6

THICKENED EDGE JOINT

NEW PCC TO EXIST ASPH

(TEA)

T

CONCRETE PAVEMENT

SAWED JOINT

1"Ø x 16" EPOXY

COATED STEEL DOWEL

@ 12" OC, MID-DEPTH OF

SLAB, CENTER ON JOINT.

PAVEMENT REINFORCING DISCONTINUOUS

AT JOINT. PROVIDE 3" CLEARANCE ON

EACH SIDE OF JOINT

(SEE NOTE)

ANTICIPATED

SHRINKAGE CRACK

T = CONCRETE PAVEMENT THICKNESS

ANTICIPATED SHRINKAGE

CRACK

PAVEMENT REINFORCING

CONTINUOUS AT JOINT.

(SEE NOTE)

SAWED JOINT

T

CONCRETE PAVEMENT

FROM JOINT (TYP)

STOP REINF 3"

5' MIN.

T/4 +1" CLR.

PAVEMENT

T= P

V M

N T.

T H

IC

K

5' MIN.

4"

PREFORMED

NON-EXTRUDING

EXPANSION JOINT FILLER

(FULL DEPTH OF

PAVEMENT)

TOP OF CONCRETE

DOWELED

CONSTRUCTION JOINT (DCJ)

THICKENED EDGE

EXPANSION JOINT (TEJ)

CONTINUOUSLY REINF

CONTRACTION JOINT (SJ)

DOWELED

CONTRACTION JOINT (DSJ)

C-502

C-502

C-502

4" AGGREGATE BASE COURSE

4" DRAINAGE LAYER

4" AGGREGATE BASE COURSE

T

CL JOINT

1"Ø x 16" EPOXY COATED STEEL

DOWELS @ 12" OC MAX,

MID-DEPTH SLAB, CENTER ON

JOINT

CONSTRUCTION JOINT

RE:2/C-502

INTERRUPT SLAB

REINF @ JOINT

STOP REINF 3" FROM JOINT

(TYP)

5" GRADATION NO. 2 SURFACE COURSE

PLACE TACK COAT BETWEEN LIFTS

8" AGGREGATE BASE

COURSE COMPACTED TO

100% ASTM D1557 DENSITY

8" SUBGRADE COMPACTED

TO 95% ASTM D1557 DENSITY

NOTE: FOR IRREGULAR SLABS, FULL SLAB REINFORCEMENT

IS REQUIRED . REFER TO PLANS FOR LOCATIONS OF

REINFORCED CONCRETE SLABS.

NOTE: DOWEL LENGTH SHALL BE 1'-8" AND SHALL BE 3

4" DIAMETER FOR

PAVEMENT THICKNESS EQUAL TO 8" OR LESS AND 1" DIAMETER FOR

PAVEMENT THICKNESS GREATER THAN 8". GANG DRILL EXISTING PAVEMENT &

SET DOWELS @ 12" OC MID-DEPTH PAVEMENT. SET DOWELS IN EPOXY RESIN

GROUT. CENTER DOWEL LENGTH ON CL JOINT. DRILLED HOLES SHALL BE

APPROXIMATELY 1

8" GREATER IN DIAMETER THAN DOWELS.

NOTE: FOR IRREGULAR SLABS, FULL SLAB REINFORCEMENT

IS REQUIRED . REFER TO PLANS FOR LOCATIONS OF

REINFORCED CONCRETE SLABS.

NOTE: FOR IRREGULAR SLABS, FULL SLAB REINFORCEMENT

IS REQUIRED . REFER TO PLANS FOR LOCATIONS OF

REINFORCED CONCRETE SLABS.

T = CONCRETE PAVEMENT THICKNESS

NOTE: FOR IRREGULAR SLABS, FULL SLAB REINFORCEMENT

IS REQUIRED . REFER TO PLANS FOR LOCATIONS OF

REINFORCED CONCRETE SLABS.

NOTE: FOR IRREGULAR SLABS, FULL SLAB REINFORCEMENT

IS REQUIRED . REFER TO PLANS FOR LOCATIONS OF

REINFORCED CONCRETE SLABS.

REINFORCING: #4

BARS AT 16" OC EW

(SEE NOTE)

NOTE: REINFORCEMENT SHALL BE PROVIDED FOR ALL

PAVEMENTS THAT USE THIS DETAIL.

5'-0"

9"7" 6"

2'-0"

TACK COAT

6"

TACK COAT

NEW ASPHALT PAVEMENT

PRIME COAT

THICKENED EDGE

NEW PCC PVMT

RE: 2/C-501

4" TY

P

EXIST. ASPHALT

PAVEMENT

RAW SUBGRADE SCARIFIED 8" DEEP

AND COMPACTED TO 95% ASTM

D1557 DENSITY

AGGREGATE BASE

COURSE COMPACTED

TO 95% ASTM D1557

DENSITY

NOT USED9

PRIME COAT

3" GRADATION NO. 2 SURFACE COURSE

PLACE TACK COAT BETWEEN LIFTS

PRIME COAT

PRIME COAT

D E

S C

R

IP

TI

O

N M

A R

K A

P P

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D A

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A R

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SHEET OF

La ke hu rs t N A

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C E

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F lig ht A ct iv ity F ac ili ty

FY

D

2 3

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4 5

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SHEET

REFERENCE

NUMBER

US Army Corps of Engineers New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

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KETNER

C-501

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BARRIER ARM WITH

ORANGE REFLECTING

STRIPE (TYP). BARRIER

ARM SHALL BE

BREAK-AWAY TYPE

FINISH GRADE

RE: PAVEMENT

DETAIL

PLAN

ELEVATION

12'

1 2" 42

8"

BARRIER GATE & OPERATOR1

NOTE: ARM BRACKET CAN ATTACH ON LEFT OR RIGHT SIDE.

ENTEREXIT

.0

0'

6.00'4.

' 2.00'2.00'

6.

ACCESS CONTROL

DEVICE CARD

READER, ETC.

RE:5/C-509

RESET

LOOP

RESET

LOOP

FREE

EXIT

LOOP

OPERATOR

E D

G E

O F

P V

M T

E D

G E

O F

P V

M T

BOLLARD

RE:1/C-506

(TYP)

SECURE SIDE

PUBLIC SIDE

1.34'

5.

4.00'

10.00'

.5

0' (T

Y P

3.00'

(TYP)

4" YELLOW

STRIPING (TYP)

C-509

BICYCLE RACK DETAIL3

NOTE:

PROVIDE PRECAST CONCRETE SPLASH

BLOCKS AT ALL DOWNSPOUT LOCATIONS.

SPLASH BLOCKS SHALL BE NO LARGER

THAN 30"x15"x4" AS SHOWN ABOVE.

4"

30" M

AX.

15"MAX.

9"

2"

1 1 2"11"

9"

CONCRETE SPLASH

BLOCK DETAIL4

12"

60"

NOTE: BIKE RACK UNIT TO BE BLACK, GLOSS FINISH

1 2"

12"

4"

EMBEDMENT DEPTH

6" MIN

2" PIPE

(2.375" OD)

700 PSI

FLEX MIN

3' -0

KNOX KEY

SWITCH

KEYPAD

INTERCOM/

CAMERA

2"Øx4" EMB

EXPANSION

BOLTS

KEYPAD &

INTERCOM

MOUNT TO

PLATE PER

MANUFACTURER'S

INSTRUCTIONS

6" MIN.

MOUNTING DETAIL

PLAN

1" 1"

6"

2"Ø STD STEEL PIPE W/

PL 3

8"x6"x6" PRIMED AND

PAINTED

1.

0.50'0.50'

GATE ACCESS PEDESTAL5

6" 6"

2'-0"

3" CLEAR

2" 1 2"

RADIU

S

GUTTER

LINE

CONTRACTION

JOINT

#4 BARS

CONTINUOUS

SEE CURB AND GUTTER

DETAIL FOR REINFORCING

TOP OF CURB

FACE OF CURB

TOP OF TOE

CURB TERMINAL DETAIL6

4" GRADATION NO. 3 SURFACE COURSE

PLACE TACK COAT BETWEEN LIFTS

6" AGGREGATE BASE

COURSE COMPACTED TO

100% ASTM D1557 DENSITY

8" SUBGRADE COMPACTED

TO 95% ASTM D1557 DENSITY

PARKING LOT ASPHALT

SECTION (BID OPTION 24)

PRIME COAT

D E

S C

R

IP

TI

O

N M

A R

K A

P P

R

D A

TE

M

A R

K D

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C R

IP

TI

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D A

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A

P P

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SHEET OF

La ke hu rs t N A

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C E

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F lig ht A ct iv ity F ac ili ty

FY

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2 3

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D E

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P la nn er s

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SHEET

REFERENCE

NUMBER

US Army Corps of Engineers New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

JB

M cG ui re /D ix /L ak eh ur st

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15891

RUSSELL

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KETNER

C-509

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GENERAL NOTES

#1 - BARRIER GATE AND OPERATOR-MINIMUM

TECHNICAL PERFORMANCE SPECIFICATIONS

A. BARRIER GATE SHOWN IS “HY-SECURITY”, MODEL

STRONGARM 14 (HTG 320-2) INDUSTRIAL BARRIER

GATE WITH SMART TOUCH CONTROLLER OR EQUAL.

BARRIER ARM SHALL BE BREAK-AWAY TYPE.

B. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS

MEETING OR EXCEEDING THE MINIMUM

REQUIREMENTS INDICATED. SHOP DRAWINGS

SHALL SHOW GATE LAYOUT INCLUDING VEHICLE

SENSING LOOPS (RESET FUNCTION AND FREE EXIT),

PHOTO EYE, GATE ENTRY DEVICE (CARD READER)

AND EDGE SENSOR FOR OBSTRUCTIONS.

C. OPERATOR SHALL BE BUILT TO UL 325 STANDARDS,

USAGE CLASS III OR IV.

D. PROVIDE PROXIMITY CARD ACCESS READER AND

WIRING COMPATIBLE WITH OPERATOR.

E. PROVIDE KNOX BOX FOR EMERGENCY VEHICLE

ACCESS.

F. BARRIER ARM (BOOM): WOOD ARM.

G. BARRIER ARM LENGTH: 12'.

H. BARRIER ARM MOUNTING: AS SHOWN.

I. MOTOR: 3/4 HP, 56C, TEFC, SINGLE OR THREE PHASE

WITH INTERNAL OVERLOAD PROTECTION

(115/208/230 OR 208/230/460).

J. CONTROL CIRCUIT: 24 VDC

K. CONTROL TRANSFORMER: 75VA MINIMUM, WITH

MULTIPLE PRIMARY TAPS.

100 5

ENLARGED GATE PLAN2

2' -1

0" 4"

4" 2'

-4

1/ 2"

1/

2"

2'-1"

COUNTERTOP

& BACKSPLASH

(QZ)

CABINET BASE 3/4"

PLYWD (WD)

2X BLOCKING

3/4" PLYWD

CABINET DOOR

(WD)

3/4" PLYWD (WD)

1/4" PLYWD BACK

(WD)

3/4" x 2" TRIM (WD)

1"

MIDDLE ATLANTIC

CAB-COOL50, OR

EQUAL

OPEN FOR

VENTILATION,

SUPPORT BLOCKS

AS NEEDED

MIDDLE ATLANTIC

CFR-12-16

CABINET RACK,

OR EQUAL

1' -1

0"

1'-4"

1X BLOCKING

3/4" PLYWD

CABINET DOOR

(WD)

3/4" PLYWD SHELF

(WD)

ADJUSTABLE SHELF

STANDARDS

3/4" PLYWD SHELF

(WD)

1/4" PLYWD BACK

(WD)

1'-0"

2' -6

3/4" PLYWD TOP

(WD)

WOOD BASE (WB) -

AWI BAS-1023

WOOD CHAIR RAIL (CR) -

AWI CHR-6008

1" THICK ACOUSTICAL

WALL PANEL (AWP)

WITH SQUARE EDGE,

FABRIC WRAPPED

PAINTED GYP BD

AS SCHEDULED

PAINTED GYP BD

AS SCHEDULED

FINISHED FLOOR

SCHEDULED CLG

1/

2" 2'

-4

/2

3" 5'

-0

1' -1

9' -0

2'-0" 2'-0"

8' -6

/4

4'-0"

SIDE ELEVATIONFRONT ELEVATION

NOMINAL WIDTH

6" 6"

6" 6"

6" 1'

-0

6"

1/ 2"

1" 8'

-0

/4

8' -6

/4

" 1' -6

1'

-3

/2

1' -0

2'-0"

6' -9

/4

SIDE ELEVATIONFRONT ELEVATION

3'-0"

1" 6'

-3

/4

6' -9

/4

EQ

EQ

EQ

1/ 2"

6" 1'

-6

6" 6"

6" 6"

2'-0" 2'-0"

6' -9

/4

NORTH ELEVATIONFRONT ELEVATION - A

NOMINAL WIDTH

1" 6'

-3

/4

6' -9

/4

1/

2" 1'

-0

A B

4'-0"

1' -0

4'

-1

/4

FRONT ELEVATION - B

NOMINAL WIDTH

1" 6'

-3

/4

6' -9

/4

1/

2"

EQ

EQ

EQ

EQ

EQ

1'-6" 1'-6"

6' -9

/4

SIDE ELEVATION

3'-0"

FRONT ELEVATION

3'-0"

1" 6'

-3

/4

6' -9

/4

1/

2"

EQ

EQ

EQ

EQ

EQ

6' -9

/4

SIDE ELEVATION

2'-0"

1 1 4

2'-0"

6' -9

/4

SIDE ELEVATIONFRONT ELEVATION

NOMINAL WIDTH

1"

6' -3

/4

6' -9

/4

1/

2" 6"

1' -0

6"

6" 6"

6"

EQ

EQ

EQ

2'-0"

6' -9

/4

SIDE ELEVATIONFRONT ELEVATION - A

3'-0"

1" 6'

-3

/4

6' -9

/4

1/

2" 9"

FRONT ELEVATION - B

4'-0"

1" 6'

-3

/4

6' -9

/4

1/

2"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

M

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US Army Corps of Engineers

New York District

SHEET OF 530

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SHEET

REFERENCE

NUMBER

0 1"

Fr an kf ur t S ho rt B ru za

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

RICHARD S.

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

2 MILLWORK SECTION

0 4" 8" 1'-4"

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

1 MILLWORK SECTION

0 4" 8" 1'-4"

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

ACOUSTICAL WALL

PANEL SECTION

0 4" 8" 1'-4"

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

HIGH DENSITY

STORAGE ELEVATIONS

0 1' 2' 4'

SHEET KEYNOTES

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

HIGH DENSITY

STORAGE ELEVATIONS

0 1' 2' 4'

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

HIGH DENSITY

STORAGE ELEVATIONS

0 1' 2' 4' SCALE: 1/2" = 1'-0"

HIGH DENSITY

STORAGE ELEVATIONS

0 1' 2' 4'

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

HIGH DENSITY

STORAGE ELEVATIONS

0 1' 2' 4'

1. FIXED SHELVING WITH CLOSED BACK

2. DRAWER WITH PULLS

3. DRAWER WITH PULLS AND CLEARANCE

ABOVE

4. OPEN FIXED SHELVING

5. FIXED SHELVING. REFER TO ELEVATION

FOR CLOSED BACK OR OPEN

REQUIREMENTS

R

E

VI

S

ED

H

IG

H D

EN

SI

TY

S

TO

R

/0 4/

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

HIGH DENSITY

STORAGE ELEVATIONS

0 1' 2' 4'