BEC_Phase_III_-_Amendment_No_5_-_Full_Size_Dwgs.pdf

M-001

P-001

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

PLUMBING SCHEDULES

MECHANICAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

M-501

M-601

MECHANICAL DETAILS

P-701

10P-101

10P-102

11P-101

PLUMBING GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

1MD-101

MECHANICAL SCHEDULES

FA-001 FIRE ALARM GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

BUILDING 636D FIRE ALARM FLOOR PLAN10FA-101

FA-203 FIRE ALARM RISER DIAGRAM AND MATRIX OF OPERATION

FP-001

10FP-101

FP-203

ABBREVIATIONS

FIRE SUPPRESSION GENERAL NOTES, SYMBOLS, AND

FIRE SUPPRESSION RISER DIAGRAM AND DETAILS

6FP-103

2FP-102

BUILDING 636D FIRE SUPPRESSION FLOOR PLAN

10P-103

FLOOR PLAN

BUILDING 636D RADON MITIGATION UNDERGROUND

P-601

RADON MITIGATION RISER DIAGRAMS

DOMESTIC WATER, COMPRESSED AIR, SANITARY AND VENT,

BUILDING 636D SANITARY AND VENT, STORM FLOOR PLAN

AIR FLOOR PLAN

BUILDING 636D DOMESTIC WATER AND COMPRESSED

10M-101

M-701

M-801

MECHANICAL FLOW DIAGRAMS

M-802

BUILDING 630 - MECHANICAL DEMOLITION PLANS

BUILDING 636D - MECHANICAL FLOOR PLAN

STORM FLOOR PLAN

BUILDING 636N DOMESTIC WATER, COMPRESSED AIR, AND

HVAC CONTROL DIAGRAMS

HVAC CONTROL DIAGRAMS

M-401 ENLARGED MECHANICAL PLANS

BUILDING 636G FIRE SUPPRESSION FLOOR PLAN (NIC)

BUILDING 636E FIRE SUPPRESSION FLOOR PLAN (NIC)

M-602 MECHANICAL SCHEDULES

ELECTRICAL

FIRE ALARM

FIRE SUPPRESSION

GENERAL

COVER SHEET

DRAWING INDEX

G-000

G-001

G-002

G-003

LIFE SAFETY

CIVIL

C-001

ARCHITECTURAL STRUCTURAL

2S-103

8S-102

MECHANICAL

PLUMBING

C-002

VICINITY MAP AND PROJECT SITE

K E

K

A G

G-001

11LS-101

EXISTING CONDITIONS PLAN

DEMOLITION PLANC-003

C-005

C-006

C-008

C-010

S-001

10LS-101

J C

S-002

STRUCTURAL GENERAL NOTES

6S-103

C-004

C-501

8S-204

8S-203

DRAINAGE PLAN

C-007 UTILITY PLAN

C-009

C-502

C-503

C-504

C-505

C-506

CIVIL DETAILS

CIVIL DETAILS

CIVIL DETAILS

CIVIL DETAILS

CIVIL DETAILS

CIVIL DETAILS

D

R A

W

IN

G I

N D

E X

ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

SITE PLAN

GRADING PLAN

EXISTING CONDITIONS, DEMOLITION, SITE PLANS

PARTIAL PLANS - BUILDING 636G -

C-101

C-102

10S-100

10S-101

10S-102

10S-201

10S-202

10S-210

10S-301

11S-100

11S-101

11S-201

11S-301

BUILDING 636D - FOUNDATION AND SLAB ON GRADE PLAN

BUILDING 636D - CMU WALL & CRANE RAIL PLAN

BUILDING 636D - ROOF FRAMING PLAN

BUILDING 636N - FOUNDATION AND SLAB ON GRADE PLAN

BUILDING 636N - ROOF FRAMING PLAN

ES-100 ELECTRICAL SITE PLAN

6E-102

BUILDING 636D LIFE SAFETY FLOOR PLAN

BUILDING 636N LIFE SAFETY FLOOR PLAN

2S-307

6S-414

6S-415

8S-303

8S-304

BUILDING 636D - BUILDING SECTION

BUILDING 636D - BUILDING SECTION

BUILDING 636D - BUILDING ELEVATIONS

BUILDING 636D - SECTIONS AND DETAILS

BUILDING 636N - BUILDING SECTION

BUILDING 636N - PRECAST CONCRETE DETAILS

11S-302

11S-303

BUILDING 636N - SECTIONS AND DETAILS

BUILDING 636N - SECTIONS AND DETAILS

2A-102

1AD-103

1AD-104

9A-606

9A-607

6A-103

6A-403

1AD-105

2A-402

10A-101

10A-102

10A-201

11A-101

11A-102

11A-201

1AD-106

1AD-107

1AD-108

1AD-109

1AD-110

2A-202

2A-502

6A-206

6A-503

6A-504

9A-608

BUILDING 636D - BUILDING SECTIONS AND ELEVATIONS

10A-401 BUILDING 636D - WALL SECTIONS

10A-501 BUILDING 636D - WALL DETAILS

BUILDING 636N - FLOOR PLAN AND ROOF PLAN

11A-202

11A-401 BUILDING 636N - WALL SECTIONS

NOTES & LEGENDC-000

600 AREA VICINITY MAP

SOIL EROSION & SEDIMENT CONTROL / LANDSCAPE PLAN

617 PARKING AREA - SITE PLAN

C-103

C-104

C-105

617 PARKING AREA - GRADING & DRAINAGE PLAN

617 PARKING AREA - SOIL EROSION & SEDIMENT CONTROL PLAN

617 PARKING AREA - LANDSCAPE / LIGHTING PLAN

C-202

9E-502

E-000 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

9E-501

9E-503 ELECTRICAL DETAILS

9E-504

9E-505

ELECTRICAL DETAILS

ELECTRICAL DETAILS

9E-506

9E-702

9E-703

ES-101

2EG-102

2EL-102

BUILDING 630 - DEMOLITION ELEVATIONS

BUILDING 620 - DEMOLITION PLAN

BUILDING 620 - DEMOLITION ELEVATION

BUILDING 620 - DEMOLITION ELEVATION

BUILDING 620 - DEMOLITION ELEVATIONS

BUILDING 620 - DEMOLITION SECTIONS

BUILDING 630 - DEMOLITION PLANS

BUILDING 635A - DEMOLITION PLANS AND ELEVATIONS

WALL TYPES

DOOR SCHEDULE AND DOOR DETAILS

BUILDING 636D - REFLECTED CEILING PLAN

10A-502 BUILDING 636D - MISC. DETAILS

10A-551 BUILDING 636D - ENLARGED PLANS AND INTERIOR ELEVATIONS

BUILDING 636N - ELEVATIONS

BUILDING 636N - SECTIONS

AREA 617 PARKING LOT - ELECTRICAL LIGHTING PLAN

ENLARGED ELECTRICAL PLANS

ELECTRICAL DETAILS

ELECTRICAL DETAILS

9E-601

9E-602

9E-701

ELECTRICAL POWER ONE-LINE DIAGRAM

ELECTRICAL GROUNDING SCHEMATIC DIAGRAM

ELECTRICAL LIGHTING FIXTURE SCHEDULE

ELECTRICAL PANELBOARD SCHEDULES

10EL-101 BUILDING 636D FLOOR PLAN - LIGHTING

10EP-101

10EM-101

BUILDING 636D FLOOR PLAN - POWER

CONNECTIONS

BUILDING 636D FLOOR PLAN - MECHANICAL POWER

10EG-101

10EG-102

10ET-101

11EL-101

11EP-101

11EG-101

11EG-102

BUILDING 636D - FOUNDATION GROUNDING PLAN

ELECTRONIC SYSTEMS

BUILDING 636D FLOOR PLAN - TELECOMMUNICATION AND

BUILDING 636N FLOOR PLAN - LIGHTING

BUILDING 636N FLOOR PLAN - POWER

BUILDING 636N - FOUNDATION GROUNDING PLAN

BUILDING 636N - LIGHTNING PROTECTION PLAN

9ET-601 TELECOMMUNICATIONS ONE-LINE DIAGRAM

9ET-602 ELECTRONIC SYSTEMS ONE-LINE DIAGRAMS

9ET-501

9EY-501

TELECOMMUNICATION SYSTEM - DETAILS

ELECTRONIC SYSTEMS - DETAILS

MECHANICAL EQUIPMENT CONNECTION SCHEDULE

STRUCTURAL GENERAL NOTES

S-003 STRUCTURAL GENERAL NOTES

6S-206

10S-203 BUILDING 636D - END TRUSS SECTION

10S-302 BUILDING 636D - SECTIONS AND DETAILS

10S-303

10S-304

10S-305

BUILDING 636D - TYPICAL CMU WALL DETAILS

BUILDING 636D - TUBE STORAGE RACK DETAILS

BUILDING 636D - TUBE STORAGE RACK DETAILS

11S-202

11S-203

11S-210

BUILDING 636N - VERTICAL BRACING DETAILS

BUILDING 636N - HORIZONTAL BRACING DETAILS

BUILDING 636N - BUILDING ELEVATIONS

11S-304 BUILDING 636N - UTILITY ROOM DETAILS

12S-301C-004A SITE PLAN - CONCRETE JOINT PATTERN

CONTROL, LANDSCAPE PLANS

GRADING, DRAINAGE & UTILITY, SOIL EROSION & SEDIMENT

PARTIAL PLANS - BUILDING 636G -

C-100 617 PARKING AREA - EXISTING CONDITIONS PLAN

617 PARKING AREA - DEMOLITION PLAN

C-201

LANDSCAPE PLAN

630 DEMOLITION AREA - SOIL EROSION & SEDIMENT CONTROL /

SITE, GRADING PLANS

630 DEMOLITION AREA - EXISTING CONDITIONS, DEMOLITION,

C-507

C-508

CIVIL DETAILS

CIVIL DETAILS

FINISH SCHEDULES, EQUIPMENT SCHEDULE, AND PLAN

E-001 ELECTRICAL SYMBOLS

10E-401

BUILDING 636G - CANOPY LIGHTING PLAN (NIC)

BUILDING 636G - CANOPY LIGHTNING PROTECTION PLAN (NIC)

BUILDING 636E - CANOPY ELECTRICAL PLAN (NIC)

ELECTRICAL DETAILS (NIC)

PLAN, AND ROOF PLAN

BUILDING 636D - FLOOR PLAN, EQUIPMENT PLATFORM

UTILITY ROOM PLAN

BUILDING 636N - REFLECTED CEILING PLAN AND

REFLECTED CEILING PLAN (NIC)

BUILDING 636G - FLOOR PLAN, ROOF PLAN, AND

BUILDING 636G - SECTION AND ELEVATIONS (NIC)

BUILDING 636G - WALL SECTIONS (NIC)

BUILDING 636G - WALL DETAILS (NIC)

REFLECTED CEILING PLAN (NIC)

BUILDING 636E - FLOOR PLAN, ROOF PLAN, AND

BUILDING 636E - SECTION AND ELEVATIONS (NIC)

BUILDING 636E - WALL SECTIONS (NIC)

BUILDING 636E - WALL DETAILS (NIC)

BUILDING 636E - MISCELLANEOUS DETAILS (NIC)

BUILDING 636G - FLOOR AND ROOF PLAN (NIC)

BUILDING 636G - SECTIONS AND DETAILS (NIC)

BUILDING 636E - STRUCTURAL FRAMING PLANS (NIC)

BUILDING 636E - STORAGE DETAILS (NIC)

BUILDING 636E - SECTIONS AND DETAILS (NIC)

BUILDING 636E - SECTIONS AND DETAILS (NIC)

636M - FOUNDATION AND ROOF PLAN (NIC)

636M - FRONT ELEVATION (NIC)

636M - WALL AND ROOF PANEL SCHEDULES (NIC)

636M - SECTIONS AND DETAILS (NIC)

636M - SECTIONS AND DETAILS (NIC)

9A-804

9A-811 BUILDING 636D - SIGN TYPES CR, RR, SR LAYOUTS & DETAILS

9A-813

& SIGN SCHEDULE

BUILDING 636D - SIGN TYPES CR, RR, SR, BL SIDE ELEVATIONS

BUILDING 636D & BUILDING 636N - SIGN LOCATION PLANS

TYPICAL SECTIONS AND DETAILS

BUILDING 636D - LIGHTNING PROTECTION PLAN

-1

-2

A M

E N

D M

E N

T

C-103A 617 PARKING AREA - WATER MAIN PLAN & PROFILE

C-509 CIVIL DETAILS

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

N Y

B O

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"

J K 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

F I L

E

A

M E

U S

E R

N A

M E

S u b m i t t e d b y

D

A T

P l o t a t e

SHEET OF 166

P H

A S

E I

II

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

A p ri l

S T

A T E

P L A

N E

CONSTRUCTION.

SIZE OF EACH UTILITY PRIOR TO

CONTRACTOR TO VERIFY LOCATION AND

SKETCH PREPARED BY PICATINNY ARSENAL.

AND DIP WATER MAIN PROVIDED IN A

LOCATION OF EXISTING SANITARY SEWER

NOTE:

WV

WVWV

WV

WV

WV

WV

WV

DY

H

DY

H

S

W

CO

CO

CO

CO

CO

833.84

849.39

849.34

852.50

854.57

848.89

853.03

855.98 857.74

857.96

857.22

859.10

859.18

859.14

849.14 BC 859.86

859.87

TC 860.45

859.42

TC 859.90

BC 859.28

TW 862.21

BW 861.65

TW 862.50

BW 861.36

863.37 863.81

TW 864.67

BW 863.82

BW 862.25

TW 863.36

865.33

TDC 865.42

TC 866.15

BC 865.48

867.74

864.23

866.10

866.35

867.61

869.88

868.23

868.44

869.72

869.84

869.71

865.87

866.58 866.72

869.60

869.77

BC 870.54

870.55

BC 870.96

TC 871.65

873.42

871.77

TC 872.52

BC 872.16

868.27

868.22

871.32

874.22

871.73

874.33

875.21

875.14

875.33

874.71

BC 874.10

TC 874.36 876.58

876.14

871.85

877.48

877.32

877.84

883.53

883.46

876.46

880.11

882.71

877.35

876.46

877.22

876.65

881.19

876.27

866.53

865.25

865.07

865.24

865.07 867.41

870.86

875.19

875.20

874.08

875.79

865.09

864.70

865.13

867.46

861.85

861.80

862.05

863.39

TC 864.41

863.74

BC 863.67

BC 864.48

TC 865.30

TDC 863.74

863.51

863.94

863.98 864.51

865.86

864.45

863.99

864.04

864.68

863.22

862.76

857.56

857.20

856.82

857.73

TC 858.32

BC 857.58

857.95

857.93

858.60

858.57

860.65

860.47

860.54

861.21

858.38

858.54

855.82

851.62 848.09

TW 849.31

TW 849.31 848.32

848.08 847.87

845.99

847.20

TW 846.48

BW 845.63

TW 845.14

BW 843.06

TW 843.85

848.89

TW 850.28

TW 850.27

851.29

854.00

855.61

855.05

846.72

848.18

TW 854.61

TW 854.62

TW 852.68

850.55

853.06

TW 854.62

TW 854.61

848.94

831.61

832.60

843.56

843.64

843.78

843.49

843.77

847.81

846.68 849.46

853.72

846.07 848.62

855.22

855.56

TC 856.57

855.98

855.74

TC 854.84

BC 854.29

BC 855.91

856.84 856.88

855.71 855.78

857.64

857.73

857.95

860.45

858.42

855.76

855.86

855.87

TDC 861.58

861.69

861.12

TDC 860.50

TC 860.93

BC 860.33

TC 859.89

860.42

860.27

BC 859.20

BC 859.83

860.06

TC 860.32

860.20

860.49

859.27 860.02

860.77

862.14 860.32

862.82 864.22

863.74

864.24

863.87

863.96

862.72

862.35

862.44

862.32 864.71

864.97

864.30

869.23

868.76 870.55

BW 869.39

BW 869.28

872.28

874.86

866.08

866.06

865.10

865.09

865.05

864.72 865.07

866.42

866.48

866.07

865.93 867.27

867.32

878.52 873.15

TW 870.73

TW 870.64867.26

867.32

864.96

867.37

867.38

874.48

874.92

881.08

875.23

882.25

891.59

872.67

872.58

873.14

893.75

871.88

867.48

869.24

870.07

866.97 870.83

870.95

870.16 871.70

871.70

871.87

871.86 872.02

872.71

872.68

870.02

860.97

871.81

864.30

859.66

859.64

856.17 856.14

861.22

861.27

861.54

861.37

860.97

861.36

865.75

862.80

861.50

864.70

TC 854.23

BC 853.78

BC 854.10

TC 854.53

TC 854.04

BC 853.51

TC 854.10

TC 855.66

854.95

TC 855.21

BC 855.06

BC 856.50

TC 856.96

856.86

857.30

TC 858.02

BC 857.32

857.38

TC 857.59

BC 857.17

856.77

TC 859.47

BC 859.07

858.11

858.11

846.38

TC 844.82

BC 844.51

844.37

TC 845.84

BC 845.50

845.58

845.34

848.93 851.64

853.36

853.98

BC 850.52

TC 850.88

848.78

848.22

852.76

843.58

843.74

826.83

840.26

847.85

848.00

849.23

849.39 850.80

848.26

TW 851.08

849.66

836.90

845.72

848.07

848.43

849.27

849.39

849.33

TW 850.51

848.59

847.90

850.33

851.55

854.47 854.72

849.87

854.88

TW 852.39

855.24

850.75

854.95

TW 853.74

BW 848.61

BW 849.19

852.90

851.74

848.04

TW 853.28

853.59

TW 855.13

TW 850.54

849.87

872.68

871.03

869.65

872.66

868.89

869.86

861.70

869.24 846.99

845.07

844.14 841.98

831.55 831.62

831.74

813.84

802.80

811.55

816.42 818.19

830.71

851.80

864.29

WOODS

WOODS

WOODS

WOODS

CONC PAD

BUILDING 620

JB

JB

JB

JB

JB

JB BL

BL

BL

BL

BL

BL

20"

36"

28"

12"

27"

27"

30"

28"

18"

32"

24"

36"

20"

6"

18"

30"

20"

28"

18"

SIGN

"NO PARKING"

SIGN POST (2)

UPUP

UP

UP

UPUP

UP

UP

WIRE

GUY

UP W/

WIRE

GUY

UP W/

JB

(TYP)

SUPPORT COLUMN

STEAM LINE

SIGN

"NO PARKING"

SIGN

"NO PARKING"

VAULT

GR = 848.46

INLET

GR = 853.55

"B" INLET

VAULT

(TYP)

HYDRANT

EX FIRE

VAULT

VAULT

VAULT

BOX

VALVE

STEAM

SE

SE

TOWER

BOX (TYP)

JUNCTION

RIM = 849.00

SAN MH

RIM = 832.75

SEPTIC MH

RIM = 832.66

SEPTIC MH

VAULT

(TYP)

WATER MH

(TYP)

WATER VALVE

(TYP)

BOLLARD

BLDG 620A

617A

BLDG

621B

BLDG

BLDG

617B

BLDG

848.46

FF =

620B

BLDG

BUILDING 617

FF = 865.13

FF = 848.54

617G

BLDG

623G

BLDG

BLDG 877.43

FF =

H

C

U R T

R C L E

AREA

PARKING

(TYP)

SIDEWALK

CONC

STEAM LINE (TYP)

EX ABOVE-GROUND

LINES (TYP)

EX OVERHEAD

POLE (TYP)

EX UTILITY

GUTTER

CONC

GRASS GUTTER

GUTTER

CONC

AREA

GRASS

PAVEMENT

BITUMINOUS

PAVEMENT

BITUMINOUS

AREA

GRASS

EX 6" WATER SERVICE

SERVICE

EX 12" WATER

SERVICE

EX 1-1/2" WATER

LINE

EX 2" STORM

SERVICE

EX 12" WATER

LINE

EX 1" STORM

STORM LINE

EX 24" x 24"

"B" INLET (TYP)

LINE

EX 4" STORM

LINE

EX 18" STORM

LINE

EX 12" STORM

(TYP)

CONC CURB

LINE

EX 8" STORM

(TYP)

OUT

CLEAN

INV = 860.89

4" PVC

INV = 864.13

6" PVC

INV = 864.25

6" PVC

INV = 863.43

4" PVC

863.35

INV =

6" PVC

854.66

GR =

"B" INLET

620C

BLDG

EJECTOR PIT

SEWER

SANITARY

TANK

W/ WATER

CONC PAD

PRIOR TO CONSTRUCTION.

OF ANY DISCREPANCIES

LOCATION AND NOTIFY COR

CONTRACTOR TO VERIFY

EXISTING 12" DIP WATER MAIN.

APPROXIMATE LOCATION OF

PRIOR TO CONSTRUCTION.

COR OF ANY DISCREPANCIES

VERIFY LOCATION AND NOTIFY

4" PVC. CONTRACTOR TO

APPROXIMATE LOCATION OF EX

( IN FEET )

GRAPHIC SCALE

J C

K

C-100

20 4020 10

P

A R

K

IN

G A

R E

A

K M /J

C K

1 inch = 20 ft.

E X

IS

T

IN

G C

O N

D

IT

IO

N S P

L A

N

K E

K

A

M E

N D

M E

N T

-1

-2

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"

J K 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

P H

A S

E I

II

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

A p ri l

SHEET OF 5

B-4

TP

B-3

B-1

TP

B-2

F

D C

A T E

P L A

N E

WV

WVWV

WV

WV

WV

WV

WV

DY

H

DY

H

S

W

F

D C

CO

CO

CO

CO

CO

WOODS

WOODS

WOODS

WOODS

CONC PAD

CONC PAD

BUILDING 620

JB

JB

JB

JB

JB

JB BL

BL

BL

BL

BL

BL

20"

36"

28"

12"

27"

27"

30"

28"

18"

32"

24"

36"

20"

6"

18"

30"

20"

28"

18"

SIGN

"NO PARKING"

SIGN POST (2) UP

UP

UP

UP

UPUP

UP

UP

WIRE

GUY

UP W/

WIRE

GUY

UP W/

JB

SIGN

"NO PARKING"

SIGN

"NO PARKING"

VAULT

VAULT

VAULT

VAULT

BOX

VALVE

STEAM

SE

SE

TOWER

(TYP)

BOLLARD

BLDG 620A

617A

BLDG

621B

BLDG

BLDG

617B

BLDG

620B

BLDG

(TYP)

CURB

CONC

BUILDING 617

FF = 848.54

617G

BLDG

623G

BLDG

BLDG

U R T

R C L E

AREA

PARKING

CONSTRUCTION

AS REQUIRED FOR PARKING AREA

MATERIALS / STRUCTURES / ETC.

EXCAVATE AND REMOVE ALL

DISTURBANCE

LIMIT OF

APPROXIMATE

(TYP, SHOWN DARK)

TREE TO BE REMOVED

REMOVED

WALL TO BE

TO BE REMOVED

CONC STEPS

REMOVED

WALL TO BE

REMOVED

VAULT TO BE

REMOVED

GUTTER TO BE

REMOVAL

PAVEMENT

FULL DEPTH

TO BE REMOVED

UTILITY POLE AND VAULT

PAVEMENT

BITUMINOUS

PAVEMENT

BITUMINOUS

AREA

GRASS

TO BE REMOVED

INLET AND PIPE

REMOVED

TO BE

CONC CURB

CURB INLET

RESET EX

OVERHEAD WIRES

REMOVE EX

TO BE REMOVED

AND FOUNDATIONS

EX BUILDING 620

WV

TANK

EX WATER

620C

BLDG

TO BE REMOVED

AND FOUNDATIONS

EX BUILDING 620C

AND CAPPED

TO BE CUT

SERVICE

EX WATER

DASHED)

ABANDONED (SHOWN

SERVICE LINES TO BE

PORTION OF EX WATER

REMOVED

TO BE

CONC STEPS

BLOCK

VALVE AND THRUST

INSTALL INSERTION

CONTRACTOR TO

AND CAPPED

TO BE CUT

SERVICE

EX WATER

REMOVED (SHOWN DARK)

SERVICE LINES TO BE

PORTION OF EX WATER

(SHOWN DARK)

STRUCTURE TO BE REMOVED

STEAM LINE AND SUPPORT

PORTION OF EX OVERHEAD

(TYP)

PAVEMENT

SAWCUT EX

REMAIN OPERATIONAL

STEAM TO BLDG 617A TO

OF GATE VALVE AND CAP;

1’ STUB FOR INSTALLATION

CONTRACTOR TO LEAVE

WV

SAWCUT

EJECTOR PIT

SEWER

SANITARY

4" PVC SANITARY

REMOVE EX

4" PVC SANITARY

REMOVE EX

WV WV

W V

W V

(SHOWN DASHED)

TO BE REMOVED

EX 12" DIP WATER MAIN

CAP EX PIPE

CAP EX PIPE

BE REMOVED

GUTTER TO

12" INSERTION VALVE

12" WET TAP W/ VALVE

REMOVED

TO BE

SIDEWALK

CONC

12" WET TAP W/ VALVE

12" INSERTION VALVE

SIZE AND/OR LOCATION.

THE COR WITH ANY DISCREPANCIES IN

PRIOR TO CONSTRUCTION, AND NOTIFY

CONTRACTOR SHALL VERIFY LOCATION

MAIN ARE APPROXIMATE.

SEWER SERVICE AND 12" DIP WATER

4. LOCATIONS OF EXISTING SANITARY

SITE IMPROVEMENTS.

NOT INTERFERE WITH THE PROPOSED

CAPPED AT A LOCATION THAT DOES

BUILDING 620 SHALL BE CUT AND

3. SANITARY SEWER SERVICE FOR

DURING CONSTRUCTION.

MAINTAINED AND REMAIN OPERATIONAL

AND BUILDING 620A, SHALL BE

EJECTOR PIT, BETWEEN BUILDING 620

2. THE EXISTING SANITARY SEWER

2,266 SF (0.05 ACRES)

1. AREA OF TREE REMOVAL =

NOTES:

PRIOR TO CONSTRUCTION.

OF ANY DISCREPANCIES

LOCATION AND NOTIFY COR

CONTRACTOR TO VERIFY

EXISTING 12" DIP WATER MAIN.

APPROXIMATE LOCATION OF

GRAPHIC SCALE

J C

K

C-101

P

A R

K

IN

G A

R E

A D

E M

O L

IT

IO

N P

L A

N

K M /J

C K

J C

K /K

E K

1 inch = 20 ft.

-1

-2

A M

E N

D M

E N

T

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"

J K 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

P H

A S

E I

II

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

A p ri l

SHEET OF 5

B-4

TP

B-3

B-1

TP

B-2

A T E

P L A

N E

CONSTRUCTION.

SIZE OF EACH UTILITY PRIOR TO

CONTRACTOR TO VERIFY LOCATION AND

SKETCH PREPARED BY PICATINNY ARSENAL.

AND DIP WATER MAIN PROVIDED IN A

LOCATION OF EXISTING SANITARY SEWER

NOTE:

WV

WVWV

WV

WV

WV

WV

WV

DY

H

W

F

D C

CO

CO

CO

CO

875.33

876.46

880.11

882.71

877.35

876.46

877.22

876.65

881.19

876.27

866.53

865.25

865.07

865.24

865.07 867.41

870.86

875.19

875.20

874.08

875.79

865.09

864.70

865.13

867.46

861.85

861.80

862.05

863.39

TC 864.41

863.74

BC 863.67

BC 864.48

TC 865.30

TDC 863.74

863.51

863.94

863.98 864.51

865.86

864.45

863.99

864.04

864.68

863.22

862.76

857.56

857.20

856.82

857.73

TC 858.32

BC 857.58

857.95

857.93

858.60

858.57

860.65

860.47

860.54

861.21

858.38

858.54

855.82

848.89 851.29

854.00

855.61

855.05

853.06

848.94

847.81

846.68 849.46

853.72

846.07 848.62

855.22

855.56

TC 856.57

855.98

855.74

TC 854.84

BC 854.29

BC 855.91

856.84 856.88

855.71 855.78

857.64

857.73

857.95

860.45

858.42

855.76

855.86

855.87

TDC 861.58

861.69

861.12

TDC 860.50

TC 860.93

BC 860.33

TC 859.89

860.42

860.27

BC 859.20

BC 859.83

860.06

TC 860.32

860.20

860.49

859.27 860.02

860.77

862.14 860.32

862.82 864.22

863.74

864.24

863.87

863.96

862.72

862.35

862.44

862.32 864.71

864.97

864.30

869.23

868.76 870.55

872.28

874.86

866.08

866.06

865.10

865.09

865.05

864.72 865.07

866.42

866.48

866.07

865.93 867.27

867.32

878.52 873.15

867.26

867.32

864.96

867.37

867.38

874.48

874.92

881.08

875.23

872.67

872.58

873.14

871.88

867.48

869.24

870.07

866.97 870.83

870.95

870.16 871.70

871.70

871.87

871.86 872.02

872.71

872.68

870.02

860.97

871.81

864.30

859.66

859.64

856.17 856.14

861.22

861.27

861.54

861.37

860.97

861.36

865.75

862.80

861.50

864.70

TC 854.23

BC 853.78

BC 854.10

TC 854.53

TC 854.04

BC 853.51

TC 854.10

TC 855.66

854.95

TC 855.21

BC 855.06

BC 856.50

TC 856.96

856.86

857.30

TC 858.02

BC 857.32

857.38

TC 857.59

BC 857.17

856.77

TC 859.47

BC 859.07

858.11

858.11

846.38

TC 845.84

BC 845.50

845.58

845.34

848.93 851.64

853.36

853.98

BC 850.52

TC 850.88

848.78

848.22

852.76

847.85

848.00

849.23

849.39 850.80

848.26

849.66

848.07

848.43

849.27

849.39

849.33

848.59

847.90

850.33

851.55

854.47 854.72

849.87

854.88 855.24

850.75

854.95

852.90

851.74

848.04

853.59

849.87

872.68

871.03

869.65

872.66

868.89

869.86

861.70

869.24 846.99

845.07

844.14 841.98

831.55 831.62

831.74

811.55

816.42 818.19

830.71

851.80

864.29

WOODS

WOODS

CONC PAD

CONC PAD

JB

BL

BL

20"

36"

28"

12"

27"

24"

36"

20"

6"

18"

18"

SIGN

"NO PARKING"

SIGN POST (2) UP

UP

UP

UP

UP

WIRE

GUY

UP W/

SIGN

"NO PARKING"

SIGN

"NO PARKING"

GR = 854.66

"B" INLET

GR = 848.46

INLET

GR = 853.55

"B" INLET

VAULT

(TYP)

HYDRANT

EX FIRE

VAULT

VAULT

VAULT

BOX

VALVE

STEAM

SE

SE

(TYP)

CLEAN OUT

RIM = 832.75

SEPTIC MH

(TYP)

WATER MH

(TYP)

WATER VALVE

(TYP)

BOLLARD

617A

BLDG

617B

BLDG

848.46

FF =

(TYP)

CURB

CONC

BUILDING 617

FF = 865.13

BLDG

U R T

AREA

PARKING

STEAM LINE (TYP)

EX ABOVE-GROUND

STOP

ST

O P

D

D

D

D

D

D

D

D

PAVEMENT

BITUMINOUS

PAVEMENT

BITUMINOUS

AREA

GRASS

A

A

A

A

A

A

A

A A

A

A

A

B

B B

C

C

A

A

A B

B

B

MODIFIED

844.71

859.90RIM:

#2STM MH

INV A:

@ 0.10% SL.

165 LF 48" PERF. HDPE PIPE

UNDERGROUND BASIN

855.60

858.60

INV A:

854.80

857.80

#1

INV B:

DRAIN

TRENCH

DRAIN

TRENCH

B

#1

S T

W/ CAP

GATE VALVE

EX PVC PIPE

CONNECT TO

TANK

EX WATER

EX PVC PIPE

CONNECT TO

INV. 842.00

HOLE

SCOUR

GR:

GR:

D

CO

(EX)

C/O

SANITARY

@ 4.00% SL.

111 LF 4" PVC

INV. 858.50

INV. TBD (EX)

DROP C/O

B D

WVWV

W V

W V

WATER MAIN

12" DIP

W/ VALVE

12" WET TAP

VALVE

INSERTION

W/ VALVE

12" WET TAP

VALVE

INSERTION

11+37

MODIFIED

844.76

857.80RIM:

#1STM MH

INV A:

860.00

857.00

843.88

842.12

INV. B:

STORM MH

INV. C:

INV. A:

RIM:

#1

INV. C:

INV. B:

INV. A:

RIM:

#1

DIVERSION

847.73

857.15

853.80

847.68

MH

GRAPHIC SCALE

J C

K

P

A R

K

IN

G A

R E

A

K M /J

C K

J C

K /K

E K

1 inch = 20 ft.

C-103A

W A

T E

R M

A

IN

P

L A

N P

R O

F

IL

E

( IN FEET )

0 2 42 1 8

( IN FEET )

0 20 4020 10

1 inch = 20 ft.

VERTICAL SCALE

HORIZONTAL SCALE

1 inch = 2 ft.

PLAN

PROFILE

-1

-2

A M

E N

D M

E N

T

10+00

.1

.0

11+00

.4

.2

11+37

WATER MAIN

EX 12" DIP

ELEVATION (TYP.)

EXISTING GRADE

(TYP.)

GRADE ELEVATION

(T

Y P

W A

T E

R T

A N

K C

O N

C P

A D

E X

D

IP

W

A T

E R M

A

IN

M

E E

A

W E

T T

A P V

A L

V E

S T

A

S T

A

W E

T T

A P V

A L

V E

S T

A

S T

A

S T

A

P

V C S

T O

R M

IN

V

.5

S T

A

A P

P R

O X

IN

V

.2

P

V C S

A N

IT

A R

Y M

A

IN

S T

A

WATER MAIN

12" DIP

GRADE (TYP.)

EXISTING

(TYP.)

GRADE

PROPOSED

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"

J K 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

SHEET OF 166

P H

A S

E I

II

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

A p ri l

863.75

PROPOSED

#1

860.42

860.52INV A:

YARD INLET

GR:

INV B:

863.75

PROPOSED

#1

859.31

860.31INV A:

GR:

INV B:

’A’ INLET

857.50

MODIFIED

#3

845.07

844.75INV A:

INV B:

STM MH

RIM:

UNIT

WATER QUALITY

GR: 856.90

847.63INV A:

INV B: 845.13

PROPOSED

848.20

851.90

#1

INV A:

’B’ INLET

GR:

EX RESET

854.45

’B’ INLET

GR:

INV:

TBD (EX)

859.50

#1

843.90

844.00INV A:

INV B:

RIM:

STRUCTURE

CONTROL

B-4

TP

B-3

B-1

TP

B-2

CHANGES IN SLOPE AND AT BUILDING EXIT.

1. SEWER CLEANOUTS REQUIRED AT ALL BENDS,

NOTES:

NOT TO SCALE

PERFORATED PIPE DRAIN AT RETAINING WALL DETAIL

4"

FILTER FABRIC

SIZE PER PLAN

PERFORATIONS FACING DOWN

PERFORATED PIPE

CRUSHED STONE

" CLEAN4

OVERLAP

FABRIC

FILTER

1’-0"

6"

AND ABOVE

BOTH SIDES

DIA., 6" MIN.,

EQUAL TO PIPE

C-503

NOT TO SCALE

THRUST BLOCKING

B

BA

2’-0"

1’-6"

1’-0"

1’-0" dxeCB

8"

8"

1’-9"

1’-3"

ACB

8"

6"

1’-9"

1’-3"

1’-6"

1’-6"

8"x4"

6"x4"

2’-6"

2’-4"

1’-6"

1’-3" e

A

B

10"

10" 2’-6"

2’-0"

A

A d

A

B

10"

10" 2’-6"

2’-0" d d

B

1’-6"

1’-6" d

C

10"x8"

10"x6"

R E

D U

C E

R

N D

S

ACB

8"

8"

1’-6"

1’-3"

ACB

8"

8"

1’-6"

1’-3"

3’-0"

2’-6"

Ad

8"

6" 2’-0"

2’-6"

10"

10"

A

2’-9"

2’-0" d d

B

10"

10"

B

A

2’-6"

2’-0" b d d

B

3’-9"

3’-6" dd

C

B

10"

12"

B A

C d

3’-6"

3’-0"

B E

N D

S

B E

N D

S

T E

E S

C R

O S

S E

S

MINIMUM SIZE OF CONCRETE THRUST BLOCKS FOR WATER MAINS

2’-6"

2’-3"

1’-6"

1’-6"

ON COMPACTED SUBGRADE

CLASS "C" CONCRETE

BITUMINOUS

PAVEMENT

OR APPROVED EQUAL

CIRCULAR FRAME # 1000

GRADE

BRASS PLUG

SEWER CLEANOUT DETAIL

NOT TO SCALE

(SEE DETAIL)

30"

9" 9"

12"

P S

TEE WYE

DROP CONNECTION WHERE

INDICATED ON PLANS;

SIZE PER PLANS

CAMPBELL FND. Co. COVER &

90° ELBOW

COMPACTED SUBGRADE

DGA / ABC

STEAM TRENCH DETAIL

NOT TO SCALE

PAVEMENT

GRADE

VARIES

(SEE PAVEMENT DETAIL)

24" MIN. OF SELECT BACKFILL

JACKET (TYP.)

TRENCH WALL

6"

MIN.

6"

MIN.

6"

MIN.

6"

MIN.

UNDISTURBED

EARTH

6" SAND OR SELECT

BACKFILL BED IN

BOTTOM OF TRENCH

SAND OR SELECT

BACKFILL 6" OVER

TOP OF JACKET

CARRIER PIPE

(TYP.)

6"

6"

C

IV

IL

D

E T

A

IL

S

S

R

O F

IL

E S

V A

R

IA

B L E

ASPHALTIC CONCRETE

TABLE 901.1, ARTICLE 901.21

SEEDING.

4" NJDOT I-2 BASE COURSE

NOT TO SCALE

AREA

UNPAVED

AREA

PAVED

N.J.D.O.T. STANDARD SPECIFICATIONS

AGGREGATE SIZE NUMBER 57

MEETING REQUIREMENTS OF COURSE

BROKEN STONE OR WASHED GRAVEL

TYPE "C" BEDDING

PROCTOR DENSITY (ASTM D-1557)

4" TOPSOILING, FERTILIZING,

GROUND

EXISTING

ASPHALTIC CONCRETE

2" NJDOT I-5 SURFACE COURSE

(BOTH SIDES)

SAWCUT FULL DEPTH

EXISTING PAVEMENT TO BE

PAVEMENT

EXISTING

P

IP

.D

V A R

IA

B L E

1/2 O.D.

PIPE

UNPAVED

AREAAREA

PAVED

12"

18"

AGGREGATE BASE COURSE

DENSE GRADED AGGREGATE/

PROCTOR DENSITY (ASTM D-1557)

1. PROVIDE WARNING TAPE AND DETECTION WIRE PER PROJECT SPECIFICATIONS.

NOTES:

2. SEE CONCRETE ENCASEMENT DETAIL FOR ELECTRIC/COMMUNICATION CONDUIT

WITHIN THIS TRENCH.

12" MIN. 12" MIN.

AND BEDDING DETAIL

UTILITY TRENCH

ELECTRIC/COMMUNICATION SYSTEMS)

(WATER SYSTEM, SANITARY SEWER SYSTEM,

K M J

C K

K M J

C K

K E

K

A P

P R

O V

X

C A

V A

T

M

T E

R

IA

L S

NON-PAVED AREAS

COMPACT TO 95% MODIFIED

PROCTOR DENSITY

(ASTM D-1557)

FINISHED GRADE

B A

C K

F

IL

Z

N E

N

O T

E

D.D.

PIPE

4" PLUS 1/2 PIPE DIA. MIN. SAND,

GRAVEL OR CRUSHED STONE BEDDING

D12" 12"

(NOTE 2)

UNDISTURBED EARTH

NOTES:

DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.

12 INCHES ADDITIONAL BEDDING OR AS DIRECTED BY CONTRACTING OFFICER.

NOT TO SCALE

2.

1.

PROCTOR DENSITY

(ASTM D-1557)

E M

B E

D M

E

Z

N E

ON BOTH SIDES OF PIPE TO PREVENT DISPLACEMENT. COMPACT TO 95% MAX.

IF UNSUITABLE SOIL MATERIALS ARE ENCOUNTERED, REMOVE AND REPLACE WITH

BACKFILL IN EMBEDMENT ZONE SHALL BE PLACED BY HAND IN 6-INCH LIFTS

TYPICAL TRENCH, STORM SEWER SYSTEM

AGGREGATE BASE COURSE

DENSE GRADED AGGREGATE/

12"

SAWCUT (TYP.)

MIN. MIN.

DETAIL)

(SEE PAVEMENT

PAVED AREAS

EXISTING PAVEMENT

APPROVED EQUAL.

BE CAMPBELL FOUNDRY PATTERN #1203B, OR

1. STANDARD MANHOLE FRAME & COVER SHALL

NOTES:

PLAN

SECTION

1-3/8"

39"

32"

24"

25-3/4"

MANHOLE FRAME DETAIL

NOT TO SCALE

P.V.C. PIPE PER PLANS

PVC PIPE

P.V.C. PIPE

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"

J K 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

SHEET OF 166

P H

A S

E I

II

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

A p ri l

C-509

C

IV

IL

D

E T

A

IL

S

K M J

C K

K M J

C K

K E

K

#4 REIN. BAR

EXISTING 12" DIP

WATER MAIN

MECHANICAL JOINT

TAPPING VALVE

NEW 12" DIP

WATER MAIN

MECHANICAL JOINT

TAPPING VALVE

PLAN

ELEVATION

SEE 12" WET

TAP DETAIL

EXISTING 12" DIP

WATER MAIN

12" CAP

12" CAP

SEE 12" WET

TAP DETAIL

THRUST BLOCK POURED

AGAINST UNDISTURBED SOIL

#4 REIN. BARTHRUST BLOCK

POURED AGAINST

UNDISTURBED SOIL

EXISTING 12" DIP

WATER MAIN

MECHANICAL JOINT

TAPPING VALVE

MECHANICAL JOINT

TAPPING SLEEVE

NEW 12" DIP

WATER MAIN

MECHANICAL JOINT

TAPPING VALVE

PLAN ELEVATION

NOT TO SCALE

NOT TO SCALE

12" WET TAP DETAIL

12" INSERTION VALVE DETAIL

WET TAP AND VALVE MANUFACTURER SHALL BE MUELLER OR APPROVED EQUAL.4.

REFER TO "THRUST BLOCKING" DETAIL, C-503.3.

ELBOW.

CONCRETE THRUST BLOCK UNDER VALVES SHALL HAVE THE SAME SOIL BEARING AREA AS A 2.

INSERTION.

CONDITIONS. MAINTAIN EXISTING MAINS IN SERVICE AT ALL TIMES DURING TAPPING OR

CONDUCT INSTALLATION OF TAPPING SLEEVE AND VALVE CONDUCTED UNDER "WET" 1.

:NOTES

OR APPROVED EQUAL.

INSERTION VALVE MANUFACTURER SHALL BE MUELLER 4.

REFER TO "THRUST BLOCKING" DETAIL, C-503.3.

ELBOW.

CONCRETE THRUST BLOCK UNDER VALVES SHALL HAVE 2.

DURING TAPPING OR INSERTION.

MAINTAIN EXISTING MAINS IN SERVICE AT ALL TIMES

VALVE CONDUCTED UNDER "WET" CONDITIONS.

CONDUCT INSTALLATION OF TAPPING SLEEVE AND 1.

:NOTES

-1

-2

A M

E N

D M

E N

T

SECTION A-A

2’-0"

8" THICK 4000 PSI CONCRETE PAD

TOP FLUSH WITH FINISH GRADE

TROWEL EDGE

EXPANSION JOINT

FILLER MATERIAL

2’-0"

VALVE BOX

4"

6"x6" W2.9xW2.9 WELDED

WIRE FABRIC

TYPE "C" BEDDING, BROKEN STONE OR

WASHED GRAVEL MEETING REQUIREMENTS

OF COURSE AGGREGATE SIZE NO. 57

COMPACT TO 95% MODIFIED PROCTOR

DENSITY (ASTM D-1557)

4’-0" MINIMUM

DEPTH OF COVER

2’-0"

SQUARE

2’ X 2’ X 8" THICK

CONCRETE PAD

SEE VALVE BOX PAD

DETAIL

TYPE "C" BEDDING, BROKEN

STONE OR WASHED GRAVEL

MEETING REQUIREMENTS OF

COURSE AGGREGATE SIZE NO. 57

COMPACT TO 95% MODIFIED

PROCTOR DENSITY (ASTMD-1557).

WATER MAIN

TYPE "C" BEDDING, BROKEN STONE

OR WASHED GRAVEL MEETING

REQUIREMENTS OF COURSE

AGGREGATE SIZE NO. 57

UNDISTURBED EARTH

TOP OF WATER MAIN

FINISHED GRADE

VALVE BOX WITH COVER

(TO BE MARKED "WATER")

SET TOP FLUSH W/ GRADE SEE

VALVE BOX PAD DETAIL

12"

6" DGA

NOT TO SCALE

NOT TO SCALE

VALVE BOX PAD DETAIL

VALVE BOX DETAIL

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"

J K 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

SHEET OF 166

P H

A S

E I

II

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

A p ri l