BEC Amendment 4 dwgs.pdf

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New York District

NUMBER

REFERENCE

SHEET

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D

B O

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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

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WOODS

WOODS

PER ARSENAL BASE MAP

EDGE OF OPEN WATER

WOODS

SAND

DIRT

AREA

SAND / GRAVEL

GRAVEL

DIRT

WALL

CONC

WALLS

SHED

WALL

CONC PAD

WALLS

WOODS

DIRT

WOODS

GRAVEL

U.P.

E O

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P E O

P

E O

P

EOP

HANCE ROAD

T

H A

V E

N U

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FF=1066.08

BLDG 635A

FF=1069.22

BLDG 636

SIGN

U.P.

T

H A

V E

N U

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B E

R

S

W A

M

A

D

E O

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E O

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E O

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F F .8

B L

D G

636A

BLDG

CONC LANDING

WV

FF=1069.46

BLDG 633

INV = 1057.34

15" SD

WOODS

GR = 1060.67

INLET "A"

WV (3)

WV

WOODS

WOODS

WV

WV U.P. #Z8-448

U.P. #Z8-447

WV

WV

WOODS

AREA

SIFTING

SAND

(TYP)

WETLANDS

(TYP)

WETLANDS

#Z8-453

U.P.

S T

A T

E

P L

A N

E

PAVEMENT

BITUMINOUS

SERVICE

EX 12" FIRE

WATER SERVICE

EX 8" DOMESTIC

EX 6" VALVE

EX 4" VALVE

STEAM LINE

GROUND

EX ABOVE-

WATER SERVICE

EX 8" DOMESTIC

(TYP)

HYDRANT

EX FIRE

(TYP)

EX UTILITY POLE

CABLE

LINE & PUMP CONTROL

TELECOMMUNICATION

HAND HOLE FOR

CONDUIT

TELECOMMUNICATIONS

4" PVC

CONTROL CABLE

2" PVC PUMP

LINE (TYP)

WETLANDS

LINE (TYP)

WETLANDS

FLOOD LINE

DESIGN

EX NJ FHA

FLOOD LINE

DESIGN

EX NJ FHA

FLOOD LINE

DESIGN

EX NJ FHA

STRUCTURE

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GRADE

FF=ON

OVERHANG

F F .7

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D G

C

D

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W V

D

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W V

W V

W V

W V

W V

FP

D

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T / G

R A V E L

S

T O

R M P

IP

E

INV. 1061.89

ELEV = 1070.80 +/-

CONC PAD

WSE=1062.45 (NAVD88)

BASE MAP;

PER ARSENAL

WSE=1062.40

RESERVOIR

BUSH

U.P. #F7

A /C

STEP

(TYP)

HYDRANT

P

IP

E

S T

O R

M

U.P.

(TYP)

CONC PIERS

(2) 1.5’ x 2’

PAD

CONC

(TYP)

GUIDE RAIL

RIM=1064.56

MANHOLE

VAULT

U.P.

.1

.8

.8

.9

.5

.9

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.7

.9

.7

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.6

.7

.8

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FLOOD LINE

DESIGN

EX NJ FHA

W L

D

F R

A G

V

U.P. #F5

REMOVED

SHED TO BE

TO BE REMOVED

UTILITY POLES

TO BE REMOVED

FOUNDATION

BLDG 636A &

E O

P

REMOVED

TO BE

DIRT ROAD

(TYP)

REMOVED

TO BE

CONC AREA

(TYP)

REQUIRED

REMOVAL

SOME TREE

REMOVED

BUSH TO BE

N O W

L -B

F

O U

N D

D

IR

T /G

R A

V E

L T

WOODS

PER ARSENAL BASE MAP

EDGE OF OPEN WATER

WOODS

Z8-453

U.P. #

T

H A

V E

N U

E

HYDRANT

B E

A

A

D

FF=1069.47

BLDG 633

INV = 1057.34

15" SD

WOODS

WOODS

WV

WV U.P. #Z8-448

U.P. #Z8-447

WV

WV

(TYP)

WETLANDS

(TYP)

WETLANDS

PER PLANS

REGRADED

AREA TO BE

TO BE REMOVED

DIRT ROAD

PORTION OF

BE NECESSARY

EXCAVATION MAY

ELEVATION; ROCK

BUTT FOOTING

BOTTOM OF SLUG

TO 1’ BELOW THE

AREA EXCAVATED

APPROXIMATE

TO BE REMOVED

& FOUNDATIONS

STRUCTURE

EX 638

PER PLANS

REGRADED

AREA TO BE

PER PLANS

REGRADED

AREA TO BE

DISTURBANCE

LIMIT OF

APPROXIMATE

CONSTRUCTION (TYP)

AS REQUIRED FOR BLDG

STRUCTURES / ETC.

ALL MATERIALS /

EXCAVATE & REMOVE

REMOVED

TO BE

POLE

UTILITY

REMOVED

SHED TO BE

REMOVED

TO BE

STM PIPE

REMOVED

TO BE

GRAVEL

TO BE REMOVED

FOUNDATION

BLDG 636C &

TO BE REMOVED

PAVEMENT

BITUMINOUS

TO BE REMOVED

DOCK & RAMP

EX LOADING

REMOVED

TO BE

FOUNDATION

BLDG 635 &

REMOVED

TO BE

FOUNDATION

BLDG 636 &

(TYP)

CONSTRUCTION

BLDG

REQUIRED FOR

EXCAVATE AS

LINE REMOVAL

LIMIT OF ST

PER PLANS

REGRADED

AREA TO BE

TO BE REMOVED

& GUY WIRE

UTILITY POLES

EX PAVEMENT

SAWCUT

WATER SERVICE

CUT & CAP EX 8"

REQUIRED (TYP)

REMOVAL

SOME TREE

S T

A T

E

P L

A N

E

RENAMED TO 636F

EX SLAB TO REMAIN,

TO BE RENOVATED;

BLDG 633

PAVEMENT 1 1/2"

MILL EX

(TYP)

REQUIRED

REMOVAL

SOME TREE

DARK)

(TYP, SHOWN

TO BE REMOVED

EX ST LINE

PORTIONS OF

TO BE FILLED

WETLANDS AREA

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

IN PLACE

ABANDON

D

IR

T R

O A

D T

O B

E R

E M

O V E

D

T

H A

V E

N U

E

GRAVEL AREA

REMOVED FOR

DIRT ROAD TO BE

PORTION OF

H

Y D

AT BLDG (SHOWN DARK)

ABANDONED WATER LINE

REMOVE SECTION OF

(SHOWN DARK)

TO BE REMOVED

WATER SERVICE

EXISTING

PORTION OF

(TYP)

REQUIRED

REMOVAL

SOME TREE

H

Y D

H

Y D

D

YH

W V

D

YH

W V

W V

W V

W V

W V

FP

U.P. U.P. #F7

RIM=1064.56

MANHOLE

VAULT

TO BE REMOVED (TYP)

CONC PIERS

REMOVED

FLAGPOLE TO BE

REQUIRED (TYP)

REMOVAL

SOME TREE

(SHOWN DARK)

TO BE REMOVED

GUIDE RAIL

REMOVED

OF STORM PIPE TO BE

INLET AND PORTION

IN ITS ENTIRETY

TO BE REMOVED

STM PIPE

REMOVED (TYP)

TO BE

FOUNDATIONS

CONC WALLS & ANY

J K

( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

M A T C H L I N E / SEE C2 / C-008

C-003

E

M O

L

IT

IO

N P

L A

N

30 60 12030 15

K M J

K

REMOVED AS A RESULT OF UXO CLEARING OPERATIONS.

NOTE: SOME SITE ELEMENTS PREVIOUSLY SLATED FOR DEMOLITION HAVE BEEN

S O

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N N

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2 3

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4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

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S U

B M

IT

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D B

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P L

O T D

A T

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D A

T E

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IP

S

H O

R T

D E

S

IG

N

P L

O T

T E

D B

Y

U

S E

R N

A M

E

New York District

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

0 1"

B A

L L

IS

T

IC

E

V A

L U

A T

IO

N C

E N

T E

R

N E

W J

E R

S E

Y

P

IC

A T

IN

N Y A

R S

E N

A L

J W h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

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T R

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T

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A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M E

U S

E R

N A

M E

S u b m i t t e d b y

D

A T t e

N o v e m b e r

SHEET OF 265

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D M

E N

T

TO REMAIN

BLDG 635A

U.P. #F5

N

KEY PLAN

636H

BLDG

636E

BLDG

636F

BLDG

636G

BLDG

636J

WALL

636K,L

BLDG

#636F

BUILDING

NEW

E O

P

AREA

SIFTING

SAND

WALL (TYP)

BLOCK RETAINING

DRY LAID CONC

(TYP)

WOODS LINE

PROP. TREE /

(TYP)

GRAVEL

PAVEMENT (TYP)

EDGE OF

IN PLACE CONC

12" THICK POURED

AREA

GRAVEL

COMPACTED

IT

E P

L A

N

J K

( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

M A T C H L I N E / SEE C4 / C-008

K

C-004

30 60 12030 15

M J

K

ROAD RESURFACING.

SITE CONDITIONS SUBSEQUENT TO UXO CLEARING OPERATIONS AND BEAR SWAMP

NOTE: EXISTING SURVEY AND GRADING INFORMATION HAS BEEN REVISED TO REFLECT 1

N O W

L -B

F

O U

N D

D

IR

T /G

R A

V E

L

T

WOODS

PER ARSENAL BASE MAP

EDGE OF OPEN WATER

T

H A

V E

N U

E

HYDRANT

B E

A

A

D

WOODS

WOODS

U.P. #Z8-448

U.P. #Z8-447

S

S

(TYP)

WETLANDS

(TYP)

WETLANDS

D Y

H

D

D

D Y

H

D

Y

H

BL

BL

BL

BL

BL

BL

BL

BL

BLBL

BL

BL

BL BL

BL

BL

BL

BL

FP

S T O P

#636K

BUILDING

NEW

#636L

BUILDING

NEW

#636E

BUILDING

NEW

#635 A

BUILDINGEXISTING

’ R

(TYP)

STM MH

WALL (TYP)

BLOCK RETAINING

DRY LAID CONC

’ R

LINK FENCE

8’ HIGH CHAIN

PLANS)

(SEE STRUCTURAL

FIRING POSITION

ALIGNED W/ CENTER

’ R

GRAVEL AREA

COMPACTED

GATE

CHAIN LINK

DOUBLE SWING

16’ WIDE

1.5’ RTAPER

5’ CURB

TAPER

5’ CURB

CURB

DEPRESSED

25’ R

50’ R

75’ R

(TYP)

HEADWALL

CONC

(TYP)

BOLLARD

1.5’ R

’ R

1.5’ R

(TYP)

LIMIT OF DISTURBANCE

APPROXIMATE

TREELINE (TYP)

PROP.

CONC (TYP)

POURED-IN-PLACE

MARKING (TYP)

PAVEMENT

4" WIDE PAINTED

PLANS

STRUCTURAL

SEE ARCH/

CONC RAMP

TRANSFORMER

FOR ELECTRIC

CONC PAD

CURB TAPER

VA

R7-8

8’ 8’

MANUAL OVERRIDE

SLIDE GATE W/

LINK CANTILEVER

35’ MOTORIZED CHAIN1

’ R

FLAGPOLE

CURB TAPER

’ R

(PHASE III)

DEVELOPMENT

FOR FUTURE

AREA RESERVED

PAVEMENT

ASPHALT

BITUMINOUS

S T

A T

E

P L

A N

E

25’

3 (TYP)’

(TYP)

CONC CURB

1.5’ R

27.3’

22’

3’

3’

68.6’

80’

(TYP)

SIDEWALK

5’ WIDE CONC

.5

56.2’

18’

20’

(TYP)

CONC CURB

PAVEMENT

MEET EXISTING

CURB TAPER

DEVELOPMENT

PHASE III

FUTURE

BL

10’

D

STRUCTURE

SPILLWAY

EMERGENCY

CURB (TYP)

CONC

(TYP)

GUIDE RAIL

MECH. PLANS)

(TYP, SEE STRUCTURAL/

HVAC EQUIPMENT

10’ R

BL

BL

5’ R

CONC PAD

CONC PAD

PLANS)

(TYP, SEE MECH.

HVAC EQUIPMENT

SIDEWALK

CONC

PAD

CONC

PAD

CONC

WALL

PLACE CONC

POURED-IN-

’ R

(TYP, SEE MECH. PLANS)

HVAC EQUIPMENT

CONC PAD FOR

EXISTING

MEET

& OVERLAY AREA

PAVEMENT LEVELING

AREA

& OVERLAY

LEVELING

PAVEMENT

PAVEMENT (TYP)

BITUMINOUS

FULL DEPTH

GUIDE RAIL

160 LF

WALL (TYP)

BLOCK RETAINING

DRY LAID CONC

D

D

HOLDING TANK

SEPTIC

BASIN

RECHARGE

UNDERGROUND

WALL (TYP)

RETAINING

BLOCK

DRY LAID CONC

HOLE (TYP)

SCOUR

AREA

WETLANDS

AREA

WETLANDS

SPILLWAY

EMERGENCY

AREA

WETLANDS

EDGE OF PAVEMENT (TYP)

NEW BUILDING #636H

(TYP)

STRUCTURE

CONTROL

LOCATION

FOR DUMPSTER

CONC PAD

D

D

D

D

SEE ELEC. PLANS)

LIGHT POLE (TYP,

(PHASE III)

DEVELOPMENT

FOR FUTURE

AREA RESERVED

FLOOD LINE

NJ FHA DESIGN

(SEE STRUCTURAL PLANS)

& CONC SIDEWALK

PLATFORM, STAIRS,

FLOOD LINE

NJ FHA DESIGN

FLOOD LINE

NJ FHA DESIGN

D

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

EDGE OF PAVEMENT (TYP)

(TYP)

PAVEMENT

EDGE OF

E 477325.9363

N 773826.1861

PRESSURE REDUCING VALVE

VALVE

REDUCING

PRESSURE

STEAM MH

E 477156.7526

N 773708.5974

E 477143.8829

N 773687.2705

E 477308.6559

N 773731.3134

E 477241.2109

N 773589.4995

E 477370.3523

N 773511.5689

E 477581.1981

N 773572.8440

& STAIRS

PLATFORM

CONC

E 477568.9451

N 773507.8222

E 477545.9507

N 773469.7180

T

H A

V E

N U

E

(TYP)

TYPE ’E’

STM INLET

(TYP)

TYPE ’A’

STM INLET

CONC

IN PLACE

POURED

8" THICK

MOTORIZED GATE KEYPAD

GATE MOTOR

’ R

SHEET G-003)

(SEE BID SCHEDULE,

636E HIGHLIGHTED AREA

H

Y

DAREA

GARDEN #1

RAIN

AREA

RAIN GARDEN #2

AREA

GRAVEL

COMPACTED

LINK FENCE

8’ HIGH CHAIN

RAIL

GUIDE

62.8’

.5

.8

’30.1’

112.7’

104.7’

SIDEWALK (TYP)

5’ WIDE CONC

5’

CURB

TAPER

.7

.9

22’40’

.8

70.2’

.2

31.7’

20’

PAD

CONC

10’ x 6’

GUIDE RAIL

FENCE &

CHAIN LINK

END 8’ HIGH

W/ GRATE

STM MH

H

Y D

H

Y D

D

YH

W V

D

YH

W V

W V

W V

W V

W V

U.P. U.P. #F7

VAULT

& OVERLAY AREA (TYP)

PAVEMENT LEVELING

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M A

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A P

P R of Engineers

US Army Corps

D A

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IZ

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C O

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NUMBER

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SHEET

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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

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STOP BAR (TYP)

PAINTED WHITE

(TYP)

AND PAD

CONC STAIRS

TRENCH DRAIN

5’ CURB TAPER

U.P. #F5

N

KEY PLAN

636H

BLDG

636E

BLDG

636F

BLDG

636G

BLDG

636J

WALL

636K,L

BLDG

#636F

BUILDING

NEW

E

IT

E P

L A

N

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( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

K K

C-004A

O P

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60 1203030 15

K M J

K

ROAD RESURFACING.

SITE CONDITIONS SUBSEQUENT TO UXO CLEARING OPERATIONS AND BEAR SWAMP

NOTE: EXISTING SURVEY AND GRADING INFORMATION HAS BEEN REVISED TO REFLECT 1

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D E

S C

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IP

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2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

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S U

B M

IT

T E

D B

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P L

O T D

A T

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D A

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M A

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D E

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New York District

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

0 1"

B A

L L

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T /G

R A

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WOODS

PER ARSENAL BASE MAP

EDGE OF OPEN WATER

T

H A

V E

N U

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HYDRANT

B E

A

A

D

WOODS

WOODS

U.P. #Z8-448

U.P. #Z8-447

S

S

(TYP)

WETLANDS

(TYP)

WETLANDS

D Y

H

D

D

D Y

H

D

Y

H

BL

BL

BL

BL

BL

BL

BL

BL

BLBL

BL

BL

BL BL

BL

BL

BL

BL

FP

S T O P

#636K

BUILDING

NEW

#636L

BUILDING

NEW

#636E

BUILDING

NEW

#635 A

BUILDINGEXISTING

OPTION #1 OPTION #2

S T

A T

E

P L

A N

E

154.8’

25’

BL

D

BL

BL

D

D

NEW BUILDING #636H

D

D

D

D

D

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

E 477295.4716

N 773683.2860

E 477428.0382

N 773603.2894

T

H A

V E

N U

E

CONC

IN PLACE

POURED

8" THICK

CONC

IN PLACE

POURED

8" THICK

H

Y D

WALL #636J

BACKDROP

H

Y D

H

Y D

D

YH

W V

D

YH

W V

W V

W V

W V

W V

U.P. U.P. #F7

VAULT

BITUMINOUS.

CONCRETE INSTEAD OF

TO BE POURED IN PLACE

EAST OF BUILDING #636E

IMPERVIOUS AREA

OPTION #2:

(#636J)

BACKDROP WALL

ASSOCIATED WITH THE

IMPROVEMENTS

INCLUSION OF ALL

OPTION #5:

BITUMINOUS.

CONCRETE INSTEAD OF

TO BE POURED IN PLACE

WEST OF BUILDING #636E

IMPERVIOUS AREA SOUTH &

OPTION #1:

(1,800 SY EACH)

800 LF x 20’ WIDE

SECTIONS A, B, & C EACH

AREA SOUTHWARD;

NJDOT MIX I-5 FROM SITE

BITUMINOUS ASPHALT

ROAD WITH 1 1/2"

OVERLAY BEAR SWAMP

OPTION #3 A, B, & C:

U.P. #F5

N

KEY PLAN

636H

BLDG

636E

BLDG

636F

BLDG

636G

BLDG

636J

WALL

636K,L

BLDG

#636F

BUILDING

NEW

E O

P#4 @ 10" EW

SLAB W/

CONC

12" THICK

#4 @ 18" EW

SLAB W/

CONC

8" THICK

JOINT (TYP)

CONTRACTION

JOINT

EXPANSION

OPTION 1

OPTION 2

IT

E P

L A

N

( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

K K

C-004B

60 1203030 15

K M J

K

C O

N C

R E

T E J

O

IN

T P

A T

T E

R N

J B K

M

OPEN STORAGE AREAS’.

FOR ROADS, STREETS, WALKS, AND

WITH UFC 3-250-01FA ’PAVEMENT DESIGN

3. CONSTRUCT JOINTS IN ACCORDANCE

NOTED ON THE DRAWINGS.

WITH THE PAVING SYSTEM, OR AS

ELEMENTS NOT ASSOCIATED

FOUNDATIONS AND ANY OTHER

PAVEMENT ABUTS BUILDING

PROVIDED AT LOCATIONS WHERE

C. EXPANSION JOINTS SHALL BE

SPACED AT 20 FEET O.C. MAXIMUM.

CONTRACTION JOINTS SHALL BE

B. SPACING OF TRANSVERSE

SPACED AT 40 FEET O.C. MAXIMUM.

CONTRACTION JOINTS SHALL BE

A. SPACING OF LONGITUDINAL

JOINT SPACING:

2. THE FOLLOWING ARE PARAMETERS FOR

DRAWING, FOR REVIEW AND APPROVAL.

SHALL SUBMIT A PLAN AS A SHOP

SPACING LAYOUT. CONTRACTOR

PROVIDE AN ALTERNATE JOINT

JOINT SPACING. CONTRACTOR CAN

1. THIS PLAN SHOWS ONE OPTION FOR

NOTES:

ROAD RESURFACING.

SITE CONDITIONS SUBSEQUENT TO UXO CLEARING OPERATIONS AND BEAR SWAMP

NOTE: EXISTING SURVEY AND GRADING INFORMATION HAS BEEN REVISED TO REFLECT 1

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New York District

NUMBER

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SHEET

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E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

0 1"

B A

L L

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U.P. #Z8-448

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WETLANDS

(TYP)

WETLANDS

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BUILDING

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BUILDING

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BUILDING

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BUILDINGEXISTING

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BL

BL

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D

NEW BUILDING #636H

D

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BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

T

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40’ MAX. #4 @ 18" EW

CONC SLAB W/

8" THICK

’-0 " (T

Y P

JOINT

EXPANSION

JOINT

EXPANSION

C-504

C-504

C -5

JOINT (TYP)

CONTRACTION

#4 @ 18" EW

CONC SLAB W/

8" THICK

M A

X

20’ MAX.

M A

X

H

Y D

H

Y D

D

YH

W V

D

YH

W V

W V

W V

W V

W V

U.P. U.P. #F7

VAULT

JOINT

EXPANSION

U.P. #F5

#636F

BUILDING

NEW

S T

A T

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P L

A N

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(#636J)

BACKDROP WALL

ASSOCIATED WITH THE

IMPROVEMENTS

INCLUSION OF ALL

OPTION #5:

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

W E

T L

A N

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N O W

L -B

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WOODS

PER ARSENAL BASE MAP

EDGE OF OPEN WATER

T

H A

V E

N U

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HYDRANT

B E

A

A

D

E O

P

WOODS

WOODS

E O

P

E O

P

B E

A

A D

U.P. #Z8-444

U.P. #Z8-448

U.P. #Z8-447

S

S

(TYP)

WETLANDS

(TYP)

WETLANDS

D Y

H

D

D

D Y

H

D Y

H

BL

BL

BL

BL

BL

BL

BL

BL

BLBL

BL

BL

BL BL

BL

BL

BL

BL

FP

S T O P

#636K

BUILDING

NEW

#636L

BUILDING

NEW

#636E

BUILDING

NEW

#635 A

BUILDINGEXISTING

G1069.87

RAMP UP

F.F. 1072.00

F.F. 1070.00

FF 1

066.

BL

F.F. 1069.47 – (EX)

D

BL

BL

D

D

NEW BUILDING #636H

D

D

D

D

D

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

SWALE

STABILIZED

EXISTING

RIP-RAP

STONES OR 12"

W/ EXISTING 12"

RESTORE AREA

H

Y D

.1

.0

.6

.3

.4

.7

.4

.1

.5

.0

.4

.9

.6

.7

.1

.3

.9

.8

.6

.4

.3

.7

.8

.1

.41 .4

.1

.0

.9

.2

.6

.7

.3

.3

.6

.6

.2

.8

.3

.4

.8

.2

.2

.0

.1

.6

.3

.2

.9

.4

.9

.9

.4

.1

.4

.9

.0

.8

.2

.0

.9

.1

.6

.9

.1

.2

.5

.4

.6

.1

.4

.7

.4

.2

.61

.2

G T

.3

.4

.8

.5

9 1 .1

.1

.5

.6

.1

.3

.7

.7

.4

.4

.4

.4

.8

.7

.4

.8

.4

.5

.9

.3

.1

.2

.1

.1

.4

.3

.8

.1

.4

.6

.3

.2

.5

.1

.8

.6

.7

.7

.6

.1

.2

.1

.1

.2

.1

.6

.51

.5

.6

.5

.4

.3

.3

.9

.5

.3

.3

.5

.9

.5

.2

.1

.6

.0

.2

.5

.7

.7

.5

.6

.5

.3

.7

.2

.9

.0

.0

.7

.9

.8

.1

.5

.6

.9

.0

.6

.2

.1

.5

.2

.4

.8

.2

2 1 .6

.0

.5

.2

.1

.1

.0

.1

.0

.1

.0

.9

.0

.7

.8

.4

.6

.0

.1

.9

.9

.5

.0

.2

.5

.4

.7

.0

.0

.6

.5

.6

.0

.0

.0

.0

.5

.3

.0

.4

.2

.2

.5

.9

.4

.5

.9

.4

.11

.0

.4

.6

.3

.9

.5

.7

.2

.9

.8

.1

.0

.8

.3

.6

.9 1

.7

.9

.6

.3

.5

.2

.1

.3

.5

.9

.0

.3

.0

.0

.3

.2

.1

.2

.3

.2

.9

.51

.2

.6

.9

.0

.3

.1

.0

.5

.0

.3

.4

.0

.2

.9

.6

.3

.5

.1

.2

.5

.0

.8

.8

.9

.8

.3

.8

.2

.0

.6

.21

.2

.7

.3

.2

.9

.1

.3

.5

.5

.5

.5

.4

.4

.6

.3

.5

.4

.2

.2

.3

.7

.5

.8

.8

.3

.8

.6

.7

.3

.6

.8

.5

.9

.2

.9

.6

.8

.9

.8

.6

.0

.9

.9

.0

.0

.1

.2

.6 1

.5

.6

.6

.3

.4

.9

.2

.3

.3

.7

.3

.8

.1 1 .3

.0

.8

W L

D

W L

D

W L

D

W L

A

W L

A

W L

A

W L

A

W L

A

W L

B

W L

B

W L

B

W L

B

W L

D ,E

O F

R A

G

.3

.5

.8

.4

.1

.6

.4

.0

.7

.6

.4

.3

.2

.9

.2

.6

.6

.3

.4

.7

.3

.1

.4

.8

.1

.7 1 .2

.2

.7

.1

.7

.3

.5

.7

.8

.3

.0

.9

.4

.4

.9

.0

.1

.0

.0

.0

.9

.9

.2

.3

.2

.0

.7 1 .6

.4

.2

.2

.8

.0

.1

.6

.4

.1

.2

.7

.2

.9

.8

.1

.9

.0

.6

.3

.0

.2

.5

.7

.8

.5

.0

.9

.0

.2

.9

.0

.5

.9

.5

.3

.6

.2

.3

.0

.8

.1

.1

.8

.8

.4

.5

.8

.4

.1

.3

.2

.2

.1 1 .7

.9

.1 1 .5

.8

.5

.3

.0

.9

.9

.5

.2

.2

.2

.9

.2

.3

.2

.9

.8

.3

.1

.8

.8

.3

.4

.3

.3

.3

.2

.2

.3

.2

.9

.2

.6

.3

.5

.5

.1

.4

.6

.9

.6

.2

.8

.2

.6

.1

.6

.6

.0

.0

.3

.1

.1

.2

.8

.8

.8

.3

.3

.2

.7

.7

.5

.1

H

Y D

H

Y D

D

YH

W V

D

YH

W V

W V

W V

W V

W V

20TH

AVEN

U E

U.P. U.P. #F7

VAULT

.7

.9

.7

.3

.5

.9

.1

.9

.2

.5

.6

.7

.8

G

G1068.56

1107.07 1093.32

TW

G

1072.25 1061.50

TW

BW

1104.50G G1073.82

1096.75 1093.00

TW

BW

1089.25 1073.00

1072.25 1061.00

TW

BW

1069.75 1061.00

TW

BW

1067.25 1061.00

TW

BW

1064.75 1061.00

TW

BW

1065.50G

G1069.10

G1069.16

G1069.58

G1069.18

G1069.30

G1070.00

G1070.00

G1069.58

1069.16

G1070.00

G1070.00G1070.00

G1070.00

G1070.00

G1069.87

G1069.87

1068.38G

G1065.80

G1069.58

G1069.58

G1069.58

G1069.58

G1069.88

G1070.00

TW

BW

1072.25 1061.00

TW

BW

1104.57 1093.32

TW

G

TYPE ’A’

INLET #2

1064.50GR:

TYPE ’B’

INLET #4

1067.00GR:

1068.25HP

1068.25HP

G1069.10

G1065.27

G1069.27

G1069.47

G1068.50

G1064.82

G1069.35

G1065.80

TYPE ’E’

INLET #5

1061.50GR:

STRUCTURE

1064.15GR:

CONTROL

#3

1069.40

STORM MH

RIM:

#2

1068.80G

1072.10

STORM MH

RIM:

#1

MODIFIED 6’x6’

TYPE ’E’

INLET #9

1074.00GR:

G1076.50

1070.50 1068.50

TW

G

1069.00 1068.40

TW

G

G1069.20

1073 1

1071 1070

1067 1

10681070

1070 1069

TYPE ’A’

INLET #12

1102.50GR:

1066.00

#4

DOGHOUSE

1062.60GR:

INLET #1

1071.75 1070.50

TW

BW

G1070.00

G1064.45

G1064.45

1068.50

#5

1068.00G

G1069.05

G1071.60

G1071.80

1065.50GR:

TRENCH DRAIN

1066.50GR:

1066.15GR:

2’x2’ INLET

G1067.00 G1069.20

G1069.10

G1069.20

1080.00 1079.00

TW

BW

1077.75 1073.50

TW

BW

1076.00 1071.00

TW

BW

1073.00 1070.00

TW

BW

1070.00 1069.00

TW

BW

G1065.65

G1066.50

1073.82FF

1073.82FF1073.82FF

1074.00 1073.00

TW

BW

1074.00 1073.00

TW

BW

1074.00 1073.00

TW

BW

1069.23 1069.10

TC

BC

1069.65 1069.15

TC

BC

1069.77 1069.27

TC

BC

1070.00 1069.50

TC

BC

1068.93 1068.80

TS

1068.93 1068.80

TS

1068.53 1068.40

TS

1068.53 1068.40

TS

G G

G

G

1093.32 1073.82

TW

G

G1073.82

G1069.00

G1069.85

1064.70GR:

OPEN GRATE MH)

INLET #1 (TYPE:

K

( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

N

KEY PLAN

636H

BLDG

636E

BLDG

636F

BLDG

636G

BLDG

M A T C H L I N E / SEE A2 / C-009

G R

A D

IN

G P

L

C-005

636J

WALL

636K,L

BLDG

K K

B A

S E B

ID

O

P T

IO

N

30 60 12030 15

K M J

K

BEAR SWAMP ROAD RESURFACING.

TO UXO CLEARING OPERATIONS AND

REFLECT SITE CONDITIONS SUBSEQUENT

INFORMATION HAS BEEN REVISED TO

NOTE: EXISTING SURVEY AND GRADING

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D S

Y T

IM

E

IP

S

H O

R T

D E

S

IG

N

P L

O T

T E

D B

Y

U

S E

R N

A M

E

New York District

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

0 1"

B A

L L

IS

T

IC

E

V A

L U

A T

IO

N C

E N

T E

R

N E

W J

E R

S E

Y

P

IC

A T

IN

N Y A

R S

E N

A L

J W h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M E

U S

E R

N A

M E

S u b m i t t e d b y

D

A T t e

N o v e m b e r

SHEET OF 265

R T

A S

U B

M

IS

S

IO

N -1

-2

-6 -2

A M

E N

D M

E N

T

TYPE ’E’

INLET #6

1068.70GR:

TYPE ’E’

INLET #7

INLET #8

1068.50GR:

TYPE ’A’

INLET #17

1070.50GR:

GR:

INLET #3

1068.00

1067.80RIM:

#2

STORM MH

1066.50RIM:

#4

STORM MH

1065.90RIM:

#5

TYPE ’A’

INLET #13

1097.65GR:

INLET #15

1088.76GR:

INLET #16

1080.14GR:

1067.00GR:

CONTROL

#1

STORM MH

1069.25RIM:

#1

SPILLWAY

1067.00RIM:

#1

SPILLWAY

1067.00RIM:

#2

EMERGENCY

EMERGENCY

STRUCTURE

1065.25GR:

CONTROL

#2

MODIFIED 4’x4’

STORM MH

1067.75

MODIFIED 4’x4’

RIM:

#3

MODIFIED 4’x4’

MODIFIED 4’x4’

1067.80

#3

TYPE ’A’

INLET #11

1106.00GR:

INLET #18

INLET #14

1093.00GR:

INLET #10

D D

WALL #636J

BACKDROP

.9

.6

.3

.5

.0

.8

.8

.9

.0

.6

.21

.2

.7

.3

.2

.9

.1

.3

.5

.5

.5

.5

.4

.4

.2

.2

.2

.9

.2

.9

.6

.2

.8

1071 1070

T

A T

E

P L

A

( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

N

KEY PLAN

636H

BLDG

636E

BLDG

636F

BLDG

636G

BLDG

J K

K K

C-006

D R

A

IN

A G

E P

L A

N

M A T C H L I N E / SEE A4 / C-009

636J

WALL

636K,L

BLDG

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

30 60 12030 15

K M J

K

BEAR SWAMP ROAD RESURFACING.

TO UXO CLEARING OPERATIONS AND

REFLECT SITE CONDITIONS SUBSEQUENT

INFORMATION HAS BEEN REVISED TO

NOTE: EXISTING SURVEY AND GRADING

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D S

Y T

IM

E

IP

S

H O

R T

D E

S

IG

N

P L

O T

T E

D B

Y

U

S E

R N

A M

E

New York District

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

0 1"

B A

L L

IS

T

IC

E

V A

L U

A T

IO

N C

E N

T E

R

N E

W J

E R

S E

Y

P

IC

A T

IN

N Y A

R S

E N

A L

J W h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M E

U S

E R

N A

M E

S u b m i t t e d b y

D

A T t e

N o v e m b e r

SHEET OF 265

R T

A S

U B

M

IS

S

IO

N -1

-2

-6 -2

A M

E N

D M

E N

T

U.P. #Z8-457

U.P. #Z8-456

U.P. #F5

#636F

BUILDING

NEW

W E

T L

A N

D S L

IN

E T

Y P

N O W

L -F

F

O U

N D

N O W

L -B

F

O U

N D

D

IR

T /G

R A

V E

L

T

WOODS

PER ARSENAL BASE MAP

EDGE OF OPEN WATER

T

H A

V E

N U

E

HYDRANT

B E

A

A

D

E O

P

WOODS

WOODS

E O

P

E O

P

B E

A

A D

U.P. #Z8-444

U.P. #Z8-448

U.P. #Z8-447

WOODS

P

IV

WV

WV

W V

WV

S

S

WV

WVWV

W V

W V

WV WV

W V

W V

WV

H

HH H

(TYP)

WETLANDS

(TYP)

WETLANDS

D Y

H

D

D

D Y

H

D

Y

H

BL

BL

BL

BL

BL

BL

BL

BL

BLBL

BL

BL

BL BL

BL

BL

BL

BL

FP

S T O P

#636K

BUILDING

NEW

#636L

BUILDING

NEW

#636E

BUILDING

NEW

#635 A

BUILDINGEXISTING

F.F. 1072.00

F.F. 1070.00

FF 1

066.

INV 1060.20

OUTFALL

RECHARGE SYSTEM

DOWNSPOUTS TO

STORM FROM

A B

A B

A

B

A

B

A

A

B

WV

W V

WV WV

P

IV

BL

F.F. 1069.47 – (EX)

B

AB A

A

A

B

A B

A B

A

B

A

B

SYSTEM

UNDERDRAIN

RIP-RAP SWALE /

5’ WIDE

HOLE #7

SCOUR

HOLE #8

SCOUR

INV 1061.00

OUTFALL

INV 1063.00

HW #1

HOLE #1

SCOUR

D

A A

B

C

BL

BL

A

A

B

EX

A

B

A B

C

WV

HOLE #3

SCOUR

A

HOLE #4

SCOUR

HOLE #2

SCOUR

A

A

A

D

B B

C

D

INV 1063.00

OUTFALL

HW #5

HOLE #5;

SCOUR

EL. 1065.50

W/ RIP-RAP

SPILLWAY

OVERFLOW

INV 1061.00

OUTFALL

HW #2

INV 1062.00

OUTFALL

HW #3

A

A A

B

A

B

NEW BUILDING #636H

D

D

D

D

A

B

D

A B

A

CB

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

SYSTEM

UNDERDRAIN

SWALE /

8’ WIDE GRAVEL

GRAVEL (TYP)

B

H

Y D

H

W V

W V

(2 SECTIONS)

@ 0.00% SLOPE

PVC PIPE

6" PERFORATED

(3 SECTIONS)

@ 0.50% SLOPE

PVC PIPE

6" PERFORATED

A B

H

H WV

H

Y D

H

Y D

D

YH

W V

D

YH

W V

W V

W V

W V

W V

20TH

AVEN

U E

U.P. U.P. #F7

VAULT

WV

TYPE ’A’

INLET #2

1060.65

1060.70

1064.50

INV. A:

INV. B:

TYPE ’B’

INLET #4

1058.00

1059.80

1067.00

INV. A:

GR:

INV. B:

INLET #5

1059.00

INV:

1060.90

1064.15GR:

INV:

CONTROL

#3

1069.40

1065.09

1064.74

1063.96

INV. B:

STORM MH

INV. C:

INV. A:

#2

1072.10

1060.85

1060.90

1060.80

INV. B:

STORM MH

INV. C:

INV. A:

RIM:

#1

% SL. SEWER

@LF HDPE15"60

0.50 STM

0.10

LF

% SL.STM SEWER

HDPE@48"

5.00

68 LF

% SL.STM SEWER

HDPE@18"

0.50

56 LF

% SL.STM SEWER

HDPE@48"

0.50

40 LF

% SL.STM SEWER

@10"

0.75

12 LF

% SL.STM SEWER

HDPE@15"

0.50

75 LF

% SL.STM SEWER

HDPE@15"

3.00

23 LF

% SL.STM SEWER

HDPE@15"

1.50

64 LF

% SL.STM SEWER

HDPE@15"

0.60

55 LF

% SL.STM SEWER

1.25

61 LF

% SL.STM SEWER

HDPE@15"

1.00

60 LF

% SL.STM SEWER

% SL. SEWER

@LF23 15"PERF HDPE

10.0 STM

% SL. SEWER

@LF24 15"PERF HDPE

10.0 STM

0.50

42 LF

% SL.STM SEWER

HDPE@15"

0.50

60 LF

% SL.STM SEWER

HDPE@15"

0.50

99 LF

% SL.STM SEWER

HDPE@15"

0.50

37 LF

% SL.STM SEWER

@10"

1.00

22 LF

% SL.STM SEWER

@10"

1.50

90 LF

% SL.STM SEWER

@10"

1.50

55 LF

% SL.STM SEWER

@10" PVC

PVC4"

PVC

PVC

PVC

PVC

PVC8"

INV: 1064.00

INV: 1064.00

INV: 1063.82

INV: 1063.80

C/O

INV: 1066.00

C/O

INV: 1065.00

INV: 1062.45

INV: 1062.35

INV: 1062.77

INV: 1066.60

INV: 1067.00

1064.30INV:

MODIFIED 6’x6’

TYPE ’E’

INLET #9

1067.50

1067.55

1074.00

INV A:

INV B:

1073 1

1071 1070

1067 1

10681070

1070 1069

% SL. SEWER

@LF39 15"PERF HDPE

10.0 STM

TYPE ’A’

INLET #12

1094.80

1096.55

1102.50

INV. A:

1066.00

1057.80

1060.25

1057.70

INV. B:

STORM MH

#4

0.50

75 LF

% SL.STM SEWER

HDPE@15"

DOGHOUSE

1058.25

1062.60

INV. A:

GR:

INLET

INV. EX:

#1

INV. 1061.00

HW #4 OUTFALL

1.20

54 LF

% SL.STM SEWER

HDPE@15"

INV: 1074.25

INV: 1074.25

INV: 1074.25

1068.50

1063.13

1066.00

1063.08

INV. B:

STORM MH

1.00

21 LF

% SL.STM SEWER

HDPE@15"

(7 ROWS @ 98 LF EACH)

RECHARGE BASIN

750 LF 36" PERF. HDPE

1062.50

1065.50GR:

1063.50

INV 1057.30

HW #6

1061.70

1062.35

1066.15

INV. A:

GR:

INV. B:

2’x2’ INLET

1.00

38 LF

% SL.STM SEWER

HDPE@18"

1073.82FF

1073.82FF

3.00

LF

% SL.STM SEWER

HDPE@15"5

H

INV: 1074.00

1064.70

1061.05

1061.00INV. B:

INV. A:

GR:

0.50

57 LF

% SL.STM SEWER

HDPE@15"

OPEN GRATE MH)

INLET #1 (TYPE:

% SL. SEWER

@LF23 15"PERF HDPE

10.0 STM

INV: 1074.00

% SL. SEWER

@LF24 15"PERF HDPE

10.0 STM

0.50

120 LF

% SL.STM SEWER

HDPE@48"

B R

O O

K

TYPE ’E’

INLET #6

1065.70

INLET #7

1065.35

1065.40

1068.70

INV. A:

INLET #8

1065.50

1068.50GR:

INLET #17

1064.00

1067.50

1070.50

INV. A:

INV. B:

TYPE ’A’

INLET #3

1060.17

1060.22

1068.00

1067.80

INV. A:

INV. B: 1063.43

1061.16

RIM:

#2

STORM MH

1061.26

1066.50RIM:

INV A:

#4

STORM MH

1065.90

INV. A:

INV. B: 1061.82

1061.23

RIM:

#5

DROP C/O

1063.00

1066.40

INV B:

INV A:

INLET #13

1092.40

1092.50

1097.65

INV. A:

INLET #15

1079.44

1085.80

1088.76

INV. A:

INLET #16

1069.90

1077.14

1080.14

INV. A:

1061.18

1067.00GR:

CONTROL

#1

STORM MH

1069.25

INV. A:

INV. B: 1065.24

1065.29

#1

SPILLWAY

1061.13

1061.18

1067.00

INV A:

INV B:

RIM:

#1

SPILLWAY

1061.18

1067.00RIM:

#2

EMERGENCY

EMERGENCY

STRUCTURE

1061.50

1065.25GR:

OUT:

CONTROL

#2

0.50

51 LF

% SL.STM SEWER

HDPE@15"

2.50

20 LF

% SL.STM SEWER

HDPE@18"

0.50

56 LF

% SL.STM SEWER

HDPE@48"

0.50

28 LF

% SL.STM SEWER

@10"

1.00

12 LF

% SL.STM SEWER

1.00

50 LF

% SL.STM SEWER

PVC

PVC8"

PVC8"

INV: 1063.80

INV: 1063.65

C/O

1.00

43 LF

% SL.STM SEWER

HDPE@18"

MODIFIED 4’x4’

INV. A:

INV. B:

STORM MH

1063.15

1061.13

1067.75

MODIFIED 4’x4’

RIM:

#3

MODIFIED 4’x4’

MODIFIED 4’x4’

INV A:

INV A: 1067.80

1060.37

1062.71

1060.32

INV B:

STORM MH

INV C:

#3

TYPE ’A’

INLET #11

1100.45

1106.00GR:

@LF HDPE15"6

1.30 STM

1.00

44 LF

% SL.STM SEWER

@PVC8"

C/O

INV: 1062.50

4.87

113 LF

% SL.STM SEWER

HDPE@18"

10.0

27 LF

% SL.STM SEWER

HDPE@15"

TYPE ’A’

INLET #14

1088.10

1090.10

1093.00

INV. A:

INLET #10

1070.95

@LF23 15"PERF HDPE

10.0 STM

U.P. #F5

E O

P

#636F

BUILDING

NEW

S T

A T

E

P L

A N

E

UTILITY NOTES:

THROUGHOUT THE BEC FACILITY.

EXTENSION FROM UTILITY POLE #Z8-448

COMMUNICATIONS PLANS FOR UNDERGROUND

PERFORMED BY OTHERS. REFER TO

CONNECTION INTO THAT FACILITY, TO BE

BE PROVIDED AT BUILDING 173 FOR A

AERIAL PLANT. SUFFICIENT CABLE SHALL

SERVICE BULLETIN 1751F-630 DESIGN OF

IN ACCORDANCE WITH THE RURAL UTILITY

MILES. AERIAL CABLE SHALL BE INSTALLED

AT THE BEC SITE, APPROXIMATELY 2.5

BUILDING 173 TO UTILITY POLE #Z8-448

ON EXISTING UTILITY POLES FROM

6 STRAND AERIAL FIBER OPTIC CABLE

THE SITE CONTRACTOR SHALL INSTALL1.

W E

T L

A N

D S L

IN

E T

Y P

N O W

L -F

F

O U

N D

N O W

L -B

F

O U

N D

D

IR

T /G

R A

V E

L

T

WOODS

PER ARSENAL BASE MAP

EDGE OF OPEN WATER

T

H A

V E

N U

E

HYDRANT

B E

A

A

D

INV = 1057.34

15" SD

WOODS

E O

P

E O

P

B E

A

A D

U.P. #Z8-444

WV

WV U.P. #Z8-448

U.P. #Z8-447

WV

WV

WOODS

P

IV

WV

WV

W V

WV

S

S

WV

WVWV

W V

W V

WV WV

W V

W V

WV

H

HH H

(TYP)

WETLANDS

(TYP)

WETLANDS

D Y

H

D

D

D Y H

D

Y

H

BL

BL

BL

BL

BL

BL

BL

BL

BLBL

BL

BL

BL BL

BL

BL

BL

BL

FP

S T O P

#636K

BUILDING

NEW

#636L

BUILDING

NEW

#636E

BUILDING

NEW

#635 A

BUILDINGEXISTING

DS

DS

DS

C/O

C/O

C/O

C/O

C/O

C/O C/O

C/O

C/O

6" DIP FIRE SERVICE

SERVICE

6" DIP FIRE

8" DIP FIRE MAIN

HYDRANT (TYP)

UNIT (TYP)

HVAC CONDENSING

SERVICE

ELECTRIC

SECONDARY

(PHASE III)

SERVICE STUB

ELECTRIC

SECONDARY

DS

DS

DS

TRANSFORMER

PAD-MOUNT

C/O

C/O

C/O

C/O

8" DIP FIRE MAIN

8" DIP FIRE MAIN

WATER SERVICE

3" COPPER DOMESTIC

SERVICE CONDUIT

PRIMARY ELECTRIC

C/O

CONDUIT (TYP)

COMMUNICATION

DS DS

DS DS

C/O

C/O

#636F

TO BLDG.

1" STEAM

DUCTS

COMMUNICATION

3-WAY

SERVICE CONDUIT

SECONDARY ELECTRIC

CONDUIT (TYP)

COMMUNICATION

DS

CONNECTION

1" STEAM LINE

6" WET TAP AND VALVE

CONDUIT

& COMMUNICATION

ELECTRIC

SECONDARY

UNITS

CONDENSING

(2) HVAC

CONDUIT

ELECTRIC

SECONDARY

DSDS

(TYP)

HYDRANT

WV

W V

WV WV

P

IV

BL

A

WATER SERVICE

2" COPPER DOMESTIC

6" PIV

8" WATER SERVICE

CUT & CAP EX

TEE

3" x 3" x 1"

REDUCING VALVE PIT

CONC PRESSURE

COUPLING

4" x 3" COPPER

6" x 8" COUPLING

KEYPAD GATE CONTROL

8" WET TAP & VALVE

VALVE & VALVE PIT

PRESSURE REDUCING

CONDUIT (TYP)

COMMUNICATION

TEE

3" x 3"

1066.00

2-WAY C/O

6" DIP FIRE SERVICE

HAND HOLE (TYP)

1 1/4" HWS, 1 1/4" HWR

FIRE MAIN

8" DIP

6" PIV

A

B

B

SANITARY

12" PVC

(2) 10 LF

3" STEAM (TYP)

1065.77

1063.30

DROP C/O

INV B:

INV. IN: 1061.05

% SL. SEWER

@LF

2.00

4" PVC

SAN

A

B

% SL. SEWER

@LF

2.00

4" PVC

SAN

% SL. SEWER

@LF

2.00

4" PVC

SAN

SANITARY

1059.00

1062.20

1067.86RIM:

INV A:

#1HOLDING TANK

INV B:

% SL. SEWER

@LF

2.00

4" PVC

SAN

% SL. SEWER

@LF

2.00

4" PVC

SAN

% SL. SEWER

@LF

2.00

4" PVC

SAN

1" HWR

1" HWS

6" DIP FIRE SERVICE

WATER SERVICE

1" COPPER DOMESTIC

1064.10 C/O

INV:

C/O

D

1 1/2" HWR

1 1/2" HWS

BL

BL

UNIT

HVAC CONDENSING

WV

6" DIP FIRE SERVICE

STEAM TRAP

D

D

UNIT (TYP)

CONDENSING

HVAC

TRAP

STEAM

NEW BUILDING #636H

1073 1

1071 1070

1067 1

10681070

1070 1069

SEE ELEC. PLANS)

LIGHT POLE (TYP,

D

D

D

D

D

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

GATE MOTOR

(PHASE III)

SERVICE STUB

ELECTRIC

SECONDARY

H

Y D

H

(SEE COMM. / ELEC. PLANS)

SERVICE TO GATE MOTOR

COMMUNICATION / ELECTRIC

COMMUNICATION CONDUIT

DIRECT BURY

W V

W

V

H

H

SERVICE STUB (PHASE III)

2" COPPER DOMESTIC WATER

H

10 LF 6" DIP @ 0.50% SL.

W/ HAND HOLE (PHASE III)

COMMUNICATION CONDUIT STUB

CAP END (PHASE III)

FIRE SERVICE STUB,

8" x 6" TEE; 6" DIP

WV

CAP END

H

Y D

H

Y D

D

YH

W V

D

YH

W V

W V

W V

W V

W V

20TH

AVEN

U E

U.P. U.P. #F7

RIM=1064.56

MANHOLE

VAULT

WV

K

( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

N

KEY PLAN

636H

BLDG

636E

BLDG

636F

BLDG

636G

BLDG

M A T C H L I N E / SEE A4 / C-009

C-007

U T

IL

IT

Y P

L A

N

636J

WALL

636K,L

BLDG

30 60 12030 15

K M J

K

BEAR SWAMP ROAD RESURFACING.

TO UXO CLEARING OPERATIONS AND

REFLECT SITE CONDITIONS SUBSEQUENT

INFORMATION HAS BEEN REVISED TO

NOTE: EXISTING SURVEY AND GRADING

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D S

Y T

IM

E

IP

S

H O

R T

D E

S

IG

N

P L

O T

T E

D B

Y

U

S E

R N

A M

E

New York District

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

0 1"

B A

L L

IS

T

IC

E

V A

L U

A T

IO

N C

E N

T E

R

N E

W J

E R

S E

Y

P

IC

A T

IN

N Y A

R S

E N

A L

J W h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M E

U S

E R

N A

M E

S u b m i t t e d b y

D

A T t e

N o v e m b e r

SHEET OF 265

R T

A S

U B

M

IS

S

IO

N -1

-2

-6 -2

A M

E N

D M

E N

T

B R

O O

K

% SL. SEWER

@LF

2.00

4" PVC85

SAN

1065.80 C/O

INV:

% SL. SEWER

@LF

2.00

4" PVC

SAN

1065.50

1061.10

INV OUT:

STEAM MANHOLE

1066.40 C/O

INV:

1062.80 C/O

INV:

% SL. SEWER

@LF

2.00

4" PVC

SAN

SANITARY

1059.00

1062.20

1067.83RIM:

INV A:

#2HOLDING TANK

INV B:

% SL. SEWER

@LF

2.00

4" PVC

SAN

1063.00 C/O

INV:

1063.60 C/O

INV:

1063.20 C/O

INV:

% SL. SEWER

@LF

2.00

4" PVC10

SAN

% SL. SEWER

@LF

2.50

4" PVC

SAN

C2 - DEMOLITION PLAN

M A T C H L I N E / SEE C-003

OPTION #4:

INCLUSION OF ALL IMPROVEMENTS

ASSOCIATED WITH MAGAZINE #636G

H

Y D

WOODS

WOODS

E O

P

E O

P

B E

A

A D

U.P. #Z8-444

U.P. #Z8-443

WV

PER PLANS

REGRADED

AREA TO BE

WATER SERVICE

CUT & CAP EX 8"

(SHOWN DARK)

TO BE REMOVED

ST LINE

PORTION OF

REMOVED

TO BE

BUILDING 632 REMOVED

TO BE

PAVEMENT

PAVEMENT

EXISTING

SAWCUT

CONSTRUCTION

FOR BUILDING

AS REQUIRED

EXCAVATE

(TYP)

DISTURBANCE

LIMIT OF

REQUIRED (TYP)

REMOVAL TO LOD

SOME TREE

H

(TYP)

HYDRANT

(SHOWN DARK)

TO BE REMOVED

WATER SERVICE

EXISTING

PORTION OF

SERVICE

WATER

EX 8"

CUT & CAP

W/ GUY

U.P. #F5

U.P.

U.P. #F15

1 1/2"

PAVEMENT

MILL EX

REMOVED

ROAD TO BE

DIRT / GRAVEL

GRASS /

M A T C H L I N E / SEE C-002

C O

N C

WOODS

WOODS

WOODS

E O

P E O

P

EOP

B E

A

A D

U.P. #Z8-444

U.P. #Z8-443

F F .6

B L

D G

WV

STEAM LINE

GROUND

EX ABOVE-

STEAM LINE

GROUND

EX ABOVE-

AREA

ASPHALT

BITUMINOUS

EX 4" VALVE

SERVICE

EX 12" FIRE

WATER SERVICE

EX 8" DOMESTIC

(TYP)

HYDRANT

EX FIRE

POLE (TYP)

EX UTILITY

.9

.1

.0

.0

.0

.9

.1

.3

.5

.4

.0

.1

.0

.4

.4

.1

.5

.2

.6

.0

.0

.6

.7

.7

.8

.7

.4

.9

.0

.2

.5

.8

.8

.8

.7

.3

.5

.5

.1

.5

.9

.0

.7

.3

.6

.8

.9

.2

.9

.8

.0

.3

.1

.4

.2

.6

.8

.1

.9

.8

.9

.2

.4

.5 1

.9

.5

.6

.9

.4

.7

.5

.5

.9

.0

.0

.3

FF=1068.13

BLDG 622

W/ GUY

U.P. #F5

U.P. #F15

U.P.

K

( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

E X

IS

T

IN

G C

O N

D

IT

IO

N S

D E

M O

L

IT

IO

N

N

KEY PLAN

636H

BLDG

636E

BLDG

636F

BLDG

636G

BLDG

C1 - EXISTING CONDITIONS PLAN

C4 - SITE PLAN

M A T C H L I N E / SEE C-004

K K

S

IT

E P

L A

N S

C-008

636J

WALL

636K,L

BLDG

OPTION #4:

INCLUSION OF ALL IMPROVEMENTS

ASSOCIATED WITH MAGAZINE #636G

P A

R T

IA

L P

L A

N S B

U

IL

D

IN

G

G

30 60 12030 15

K M J

K

BEAR SWAMP ROAD RESURFACING.

TO UXO CLEARING OPERATIONS AND

REFLECT SITE CONDITIONS SUBSEQUENT

INFORMATION HAS BEEN REVISED TO

NOTE: EXISTING SURVEY AND GRADING

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D S

Y T

IM

E

IP

S

H O

R T

D E

S

IG

N

P L

O T

T E

D B

Y

U

S E

R N

A M

E

New York District

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

0 1"

B A

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P S O

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A

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U.P. #Z8-444

U.P. #Z8-443

(PHASE III)

DEVELOPMENT

FOR FUTURE

AREA RESERVED

R

R

’ R

RAMP UP

AND PAD (TYP)

CONC STAIRS

.8

36.9’

EXISTING

MEET

5’ R

HYDRANT

MECH. PLANS)

(TYP, SEE

HVAC EQUIPMENT

CONC PAD FOR

FLOOD LINE

NJ FHA DESIGN E 477472.2090

N 773140.7954 E 477543.0703

N 773114.6973

ASPHALT PAVEMENT (TYP)

FULL DEPTH BITUMINOUS

STRUCTURAL PLANS

CONC RAMP; SEE ARCH/CANOPY

DOCK

(TYP)

EDGE OF PAVEMENT

E 477441.1538

N 773103.8679

AND REPLANTED

REGRADED

AREA TO BE

PAD

RIP-RAP

H

D

Y

H

(TYP)

HYDRANT

AREA

GARDEN #1

RAIN

GRAVEL (TYP)

COMPACTED

(TYP)

TYPE ’E’

STM INLET

20TH

AVEN

U E

W/ GUY

U.P. #F5

U.P.

U.P. #F15

12’

’ R

’ R

& OVERLAY AREA (TYP)

PAVEMENT LEVELING

F.F. 1069.00

#636G

NEW BUILDING

A6 - SOIL EROSION & SEDIMENT CONTROL / LANDSCAPE PLAN

Y D

WOODS

WOODS

E O

P

E O

P

B E

A

A D

U.P. #Z8-443

RAMP UP

D

H

Y D

D

Y

H

(TYP)

HYDRANT

.9

.1

.0

.0

.0

.9

.1

.3

.5

.4

.0

.1

.0

.6

.3

.4

.7

.4

.1

.5

.2

.6

.0

.0

.6

.7

.7

.8

.7

.4

.9

.6

.5

.8

.8

.8

.7

.3

.5

.5

.1

.3

.8

.41 .4

.1

.6

.0

.4

.5

.2

.1

.3

.5

.9

.0

.3

.0

.0

.3

.2

.7

.5

.8

.8

.3

.8

.6

.7

.3

.6

.8

.5

.9

.2

.9

.8

.0

.3

.1

.4

.2

.6

.8

.1

.9

.8

.9

.2

.4

.8

.5 1

.9

.5

.4

.5

.6

.9

.4

.7

.5

.7

.8

.3

.3

.8

.0

.9

.2

.6

.2

.5

.5

.6

.3

.0

.9

.0

.0

W V

W V

W V

20TH

AVEN

U E

W/ GUY

U.P. #F5

U.P.

U.P. #F15

1067.50G

F.F. 1069.00

#636G

NEW BUILDING

1065.00G

.8

G

.8

G

1067 1

1070 1069

G1070.00

1068.50

1067 1066

1068.00G

1068.00G

1068.00G

1068.80G

TYPE ’E’

D

WOODS

WOODS

E O

P

E O

P

B E

A

A D

U.P. #Z8-444

U.P. #Z8-443

(TYP)

SILT FENCE

(TYP)

TYPE VI

BLANKET

CONTROL

EROSION

D

MATTING

STABILIZATION

T.F.S.

T.F.S.

T .F .S

MIX (TYP)

WILDFLOWER

NATIVE

H

Y D

D

Y

H

(TYP)

HYDRANT

297,220 SF (6.82 ACRES)

LIMIT OF DISTURBANCE

W V

W/ GUY

U.P. #F5

U.P.

U.P. #F15

#636G

NEW BUILDING

1067 1

1070 1069

1067 1066

M A T C H L I N E / SEE C-010, C-011

A2 - GRADING PLAN

MATCH

LINE /

SEE C-005

H

Y D

WOODS

WOODS

E O

P

E O

P

B E

A

A D

U.P. #Z8-444

U.P. #Z8-443

WV

WV

DS

DS

CONNECTION

1" STEAM LINE

6" WET TAP AND VALVE

VALVE AND VALVE BOX

PRESSURE REDUCING

CONNECTION

FIRE DEPARTMENT

CONDUIT

& COMMUNICATION

ELECTRIC

SECONDARY

WV

WV

6" DIP FIRE SERVICE

HYDRANT

6" WET TAP AND VALVE

6" DIP FIRE SERVICE

6" DIP FIRE SERVICE

STEAM TRAP

A

D

INV 1063.00

OUTFALL

HW #5

HOLE #5;

SCOUR

EL. 1065.50

W/ RIP-RAP

SPILLWAY

OVERFLOW

B

PAD

2’ x 3’ RIP-RAP

H

Y D

D

Y

H

(TYP)

HYDRANT

COMMUNICATION CONDUIT

DIRECT BURY

.9

.1

.0

.0

.0

.9

.1

.3

.5

.4

.0

.1

.0

.6

.3

.4

.7

.4

.1

.5

.2

.6

.0

.0

.6

.7

.7

.8

.7

.4

.9

.6

.5

.8

.8

.8

.7

.3

.5

.5

.1

.3

.1

.0

.4

.1

.3

.5

.9

.0

.3

.0

.0

.3

.2

.7

.5

.8

.8

.3

.8

.6

.7

.3

.6

.8

.5

.9

.2

.9

.8

.0

.3

.1

.4

.2

.6

.8

.1

.9

.8

.9

.2

.4

.8

.5 1

.9

.5

.4

.5

.6

.9

.4

.7

.5

.7

.8

.3

.3

.8

.0

.9

.2

.3

.9

.8

.6

.2

.5

.5

.9

.8

.9

.7

.9

.3

.6

.2

.6

.0

.0

.1

.1

.2

.6 1

.5

.6

.6

.5

.3

.4

W L

D

.3

.0

.9

.0

.0

W V

20TH

AVEN

U E

W/ GUY

U.P. #F5

U.P.

U.P. #F15

TYPE ’E’

INLET #5

1059.00

F.F. 1069.00

#636G

NEW BUILDING

SEWER

1.00

47 LF

% SL.STM SEWER

@PVC6"

1066.52INV:

UNIT (TYP)

CONDENSING

HVAC

1067 1

1070 1069

0.50

75 LF

% SL.STM SEWER

HDPE@15"

1068.50

1063.13

1066.00

1063.08

INV. B:

STORM MH

1067 1066

1066.05INV:

4 LF 6" PVC

INV. 1066.00

(DAYLIGHT TO GRADE)

TYPE ’E’

INLET #18

@LF HDPE15"6

1.30 STM

( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

N

KEY PLAN

636H

BLDG

636E

BLDG

636F

BLDG

636G

BLDG

K K J

K

A4 - DRAINAGE & UTILITY PLAN G

R

A D

IN

G

D R

A

IN

A G

E U

T

IL

IT

Y

C-009

MATCH

LINE /

SEE C-006

& C-007

P A

R T

IA

L P

L A

N S B

U

IL

D

IN

G

G

636J

WALL

636K,L

BLDG

OPTION #4:

INCLUSION OF ALL IMPROVEMENTS

ASSOCIATED WITH MAGAZINE #636G

30 60 12030 15

S O

IL

E

R O

S

IO

N L

A N

D S

C A

P E P

L A

N S

K M J

K

J K

BEAR SWAMP ROAD RESURFACING.

TO UXO CLEARING OPERATIONS AND

REFLECT SITE CONDITIONS SUBSEQUENT

INFORMATION HAS BEEN REVISED TO

NOTE: EXISTING SURVEY AND GRADING

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

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D E

S

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N E

D B

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D E

S C

R

IP

T

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N

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2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

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S U

B M

IT

T E

D B

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T E

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S E

R N

A M

E

New York District

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

0 1"

B A

L L

IS

T

IC

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V A

L U

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N E

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A L

J W h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K D

IS

T R

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U S

A R

M Y C

O R

P S O

F E

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IN

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U.P. #F5

#636F

BUILDING

NEW

E O

P

N O W

L -B

F

O U

N D

D

IR

T /G

R A

V E

L

T

WOODS

PER ARSENAL BASE MAP

EDGE OF OPEN WATER

T

H A

V E

N U

E

HYDRANT

B E

A

A

D

WOODS

WOODS

E O

P

U.P. #Z8-448

U.P. #Z8-447

WOODS

S

S

(TYP)

WETLANDS

(TYP)

WETLANDS

D Y

H

D

D

D Y

H

D

Y

H

BL

BL

BL

BL

BL

BL

BL

BL

BLBL

BL

BL

BL BL

BL

BL

BL

BL

FP

S T O P

#636K

BUILDING

NEW

#636L

BUILDING

NEW

#636E

BUILDING

NEW

#635 A

BUILDINGEXISTING

S T

A T

E

P L

A N

E

(TYP)

SILT FENCE

(TYP)

INLET PROTECTION

BL

D

BL

BL

ENTRANCE

CONSTRUCTION

STABILIZED

(TYP)

SILT FENCE

(TYP)

PROTECTION

INLET

(TYP)

BLANKET TYPE VI

EROSION CONTROL

(TYP)

BLANKET TYPE VI

EROSION CONTROL

(TYP)

TYPE VI

BLANKET

CONTROL

EROSION

D

D

NEW BUILDING #636H

297,220 SF (6.82 ACRES)

LIMIT OF DISTURBANCE

D

D

D

D

D

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

T

H A

V E

N U

E

H

Y D

(TYP)

TYPE VI

BLANKET

CONTROL

EROSION

H

Y D

H

Y D

D

YH

W V

D

YH

W V

W V

W V

W V

W V

U.P. U.P. #F7

VAULT

LEGEND

(TYP)

BLANKET TYPE VI

EROSION CONTROL

1073 1

1071 1070

1067 1

10681070

K

( IN FEET )

GRAPHIC SCALE

1 inch = 30 ft.

N

KEY PLAN

636H

BLDG

636E

BLDG

636F

BLDG

636G

BLDG

M A T C H L I N E / SEE A6 / C-009

S E

D

IM

E N

T C

O N

T R

O L P

L A

N

K K

S O

IL

E

R O

S

IO

C-010

636J

WALL

636K,L

BLDG

30 60 12030 15

K M J

K

BEAR SWAMP ROAD RESURFACING.

TO UXO CLEARING OPERATIONS AND

REFLECT SITE CONDITIONS SUBSEQUENT

INFORMATION HAS BEEN REVISED TO

NOTE: EXISTING SURVEY AND GRADING

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D S

Y T

IM

E

IP

S

H O

R T

D E

S

IG

N

P L

O T

T E

D B

Y

U

S E

R N

A M

E

New York District

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

ORIGINAL DRAWING

THIS BAR IS ONE INCH ON

ACCORDINGLY

SHEET, ADJUST SCALES

IF NOT ONE INCH ON THIS

0 1"

B A

L L

IS

T

IC

E

V A

L U

A T

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T E

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N E

W J

E R

S E

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P

IC

A T

IN

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R S

E N

A L

J W h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

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U.P. #F5

#636F

BUILDING

NEW

E O

P

WSE=1061.6 (NAVD88)

BASE MAP

PER ARSENAL

WSE=1062.4

RESERVOIR

W E

T L

A N

D S L

IN

E T

Y P

N O W

L -F

F

O U

N D

N O W

L -B

F

O U

N D

D

IR

T /G

R A

V E

L

T

WOODS

PER ARSENAL BASE MAP

EDGE OF OPEN WATER

T

H A

V E

U