PortMon_C4_-_Amendment_5_Plans.pdf

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IDENTIFICATION

SHEET

D A

T E

A P

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IS

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U E D

A T

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New York District of Engineers

US Army Corps

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

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N E

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A Y S

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A S

E I I, C

O N

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A C

T

0 1

1.

5'

1.

5'

WALL

V

G=10.45

G=10.8

W

I .2

I=7.2

I=6.15

I .1

I=

.32OUTF

ALL

12" G

2" G

2" G

2" G

12" G

2" G

20" W

20" W

20" W

D

15" D

15" D

7.4

6.8

8.2

7.9

7.7

7.6

8.1

7.7

7.6

8.2

7.7

8.0

7.6

8.2

BIT

9.

8.5

9.8 9.3

9.1

8.3

8.5

.8

.7

.7

CB

CB

TTT

POOL

POOL

POOLPOOL

11.5

.2

.3

.1

U

TTT

P O

O L

.3

12.4

13.2

.7

.1

.2

12.7

LOCATION #1

PROP. BORING

PM 14-42

BORING LOCATION

EL. 13.0 (typ.)

TOP OF WALL

CONTRACTOR'S WORK LIMITS

PROJECT BASELINE

C -1

.d g n

C-101

A N

S I

D

N S

N S

N S

N .T .S

K W

S

IT

E P

L A

N

S T

A

T

O S

T A

60'

SCALE:1"= 30'

0 30'

STA 0+00 TO STA 7+20

M A

T

H

L

IN

E

E

T

PROPOSED BORING INFORMATION.

REFER TO SPEC SECTION 00 90 03 FOR BORING DATA AND 31 00 00 FOR5.

LOT #60.01) AS A STAGING AREA (4A), WITHIN THE LIMITS AS INDICATED.

THE CONTRACTOR SHALL USE MIDDLETOWN COMMUTER LOT #6 (BLOCK #265, 4.

WORKING AREA OUTSIDE OF THE RESIDENTIAL LOTS.

FOR THE RESIDENTIAL PROPERTIES FRONTING ON WILLOW STREET, THEREBY, KEEPING THE

WORK LIMIT (ON THE PROTECTED SIDE) SHALL BE SET ON THE REAR PROPERTY LINES

SURVEYOR CONFIRM THE EXACT LOCATION OF THE REFERENCE LINE. THE CONTRACTOR'S

PROJECT BASELINE, AS SHOWN, IS APPROXIMATE. CONTRACTOR SHALL HAVE THEIR 3.

BE REMOVED AND RESTORED, EXCEPT AS OTHERWISE SPECIFIED.

ANY EXISTING FEATURES IN CONFLICT WITH THE PROPOSED ALIGNMENT SHALL2.

REFER TO GENERAL PLAN SHEET G-103 FOR REFERENCE LINE COORDINATES.1.

NOTES:

R

E V I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

F E

B

PROPOSED SWALE TOP OF SLOPE

(see note #4)

CONTRACTOR'S WORK LIMITS

STAGING AREA 4A

PROPOSED SWALE TOE OF SLOPE

N

N

E

E

E

E

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

IG

N E

D B

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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

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P L

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C O

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C T N

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IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

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N E

W Y

O R

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N Y

N E

W Y

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A M

A G

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A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

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O N

M O

U T

H

N J

P H

A S

E I I, C

O N

T R

A C

T

+0

1.

5'

1.

5'

POOL

G=7.46

S

S

R=8.19

R=6.99

S

8" S

S

I

.8

I=-4.60

I=-4.07

I=

.6

8" S

S

S

3.1

4.6

5.4

6.2

6.5

6.3

7.2

7.3

7.2

6.9

6.9

7.4

7.1

P O

O L

U/C

8.1

7.7

7.5

8.1

8.5

P O

O

LPOOL

.3

EL. 13.0 (TYP)

TOP OF WALL (SEE NOTE 3)

TO BE RELOCATED

EXIST. SANITARY

PM 14-37

BORING LOCATION

CONTRACTOR'S WORK LIMITS

PROJECT BASELINE

R

E V I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

F E

B

.d g n

C-102

A N

S I

D

N S

N S

N S

N .T .S

E P

L A

N

S T

A

T

O S

T A

60'

SCALE:1"= 30'

0 30'

STA 7+20 TO STA 15+30

M A

T

E

M A

T

E

REFER TO SPEC SECTION 00 90 03 FOR BORING DATA.4.

BE REPLACED AND RELOCATED.

REFER TO SHEET C-108 FOR PLAN AND PROFILE OF 8" SANITARY SEWER TO3.

BE REMOVED AND RESTORED, EXCEPT AS OTHERWISE SPECIFIED.

ANY EXISTING FEATURES IN CONFLICT WITH THE PROPOSED ALIGNMENT SHALL2.

REFER TO GENERAL PLAN SHEET G-103 FOR REFERENCE LINE COORDINATES.1.

NOTES:

TOP OF SLOPE

PROPOSED SWALE

TOE OF SLOPE

PROPOSED SWALE

E

E

N

N

N

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

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IG

N E

D B

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D E

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IP

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2 3

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4 5

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M A

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IP

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C O

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R A

C T N

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IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

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H U

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IC

A N

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T O

R M D

A M

A G

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N

R A

R

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A N B

A Y S

A N

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O O

K B

A Y

P O

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M O

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P H

A S

E I I, C

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0 2

.1

W

-1

8 8

W

S

.1

.5

.6

.7

.5

.2

.6

.3

.4

.4

.9

.4

.7

.d g n

C-103

A N

S I

D

N S

N S

N S

N .T .S

E P

L A

N

60'

SCALE:1"= 30'

0 30'

STA 15+30 TO STA 23+60

S T

A

T

O S

T A

MATCH

LIN

E

SHEET

C-

PM 14-33

BORING LOCATION

PROPOSED BORING INFORMATION.

REFER TO SPEC SECTION 00 90 03 FOR BORING DATA AND 31 00 00 FOR8.

SEE SHEET C-515 FOR RIPRAP OUTLET DIMENSIONS.7.

SEE SHEET C-107 FOR MORE DETAILS ON PROPOSED HENRY HUDSON TRAIL.6.

AND SHEET S-302 FOR SECTIONS.

SEE SHEET S-106 FOR CAMPBELL FLOOD GATE FOUNDATION PLAN AND SCHEMATIC,5.

SEE SHEET S-512 FOR PLAN AND PROFILE OF DRAINAGE STRUCTURE 'C 1-MAIN'.4.

SEE SHEET S-511 FOR PLAN AND PROFILE OF DRAINAGE STRUCTURE 'C 1-1'.3.

BE REMOVED AND RESTORED, EXCEPT AS OTHERWISE SPECIFIED.

ANY EXISTING FEATURES IN CONFLICT WITH THE PROPOSED ALIGNMENT SHALL2.

REFER TO GENERAL PLAN SHEET G-103 FOR REFERENCE LINE COORDINATES.1.

NOTES: B

A

CULVERT DATA

D

C

INV <1.70>

E 604,837.1

N 580,174.5

STA 23+62

INV <1.70>

E 604,824.2

N 580,070.8

STA 22+58

INV <1.40>

E 604650.0

N 579854.2

STA 23+62

INV <1.00>

E 604, 597.4

N 579, 841.6

STA 22+58

90°

84.2°

D

R

E V I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

F E

B

EL. 13.0 (typ.)

TOP OF WALL

TRAIL

MEET EXISTING

E: 604654.50

N: 579763.88

MCBOA MANHOLE

TOP OF SLOPE

PROPOSED SWALE

TOE OF SLOPE

PROPOSED SWALE

AT CAMPBELL AVE

PROP. CLOSURE GATE

'C 1-MAIN'

STRUCTURE

DRAINAGE

STA 19+14

'C 1-1'

STRUCTURE

DRAINAGE

STA 16+30

A V E

N U

E

C A

M P B

E L L

LOCATION #2

PROPOSED BORING

PM 14-35

BORING LOCATION

B

A

C

SLOPE = 2.5V:1H

WIDTH = 1.5'

INV OUT <0>

INV IN <2.4>

PROPOSED CHANNEL 'C 1-1'

ELEV <2.4>

RIPRAP OUTLET

ELEV <-1.52>

RIPRAP OUTLET

PROJECT BASELINE

WORK LIMITS

CONTRACTOR'S

HUDSON TRAIL

PROP. HENRY

TRAIL

MEET EXISTING

CULVERT (L = 54')

(smooth-lined) OVERFLOW

24" Ø CMP

CULVERTS (L = 104.5')

(cl. IV) OVERFLOW

TWIN 12" Ø R.C.P.

B

N

M A T

C H

L

IN

E

S

H E

E 605000

E 604800

E 604600

N

E 604400

N

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

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IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

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F

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B E

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S

IZ

E

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D B

Y

P L

O T S

C A

L E

D A

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M A

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D E

S C

R

IP

T

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N

C O

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R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

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H U

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A N

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A M

A G

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R A

R

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A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

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O N

M O

U T

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N J

P H

A S

E I I, C

O N

T R

A C

T

.3

' 6

'4

.2

.1

G W

W

W

W

W

W

G

.0

S S

S

R .2

G=4.45

R=4.61

R=6.29

R .9

G=4.58

G=6.07

G=5.26

VISIBLE

NO PIPE

-1

I= .4

I= 3.

I= .4

I=2.45

8" S

S

8" S

I=

.1

I=-5.02

I=-1.34

I=

4.05

I=-4.05

I=

.0

I=-1.37

I=-3.98

I=2.58

I .4

I=3.37I=3.07

I=2.39

I .1

I=2.7

PIPE END

COULD NOT LOCATE

PIPE END

COULD NOT LOCATE

OUTFALL

I=2.7

I=2.04

I=1.99

15" D 18" D18" D

2" G 2" G

2" G

G

6" W

6" W 6" W 6" W

6" W

18" D

18" D

D

D

8" S

S

.5

.6

CB

CB

.3

4.9

CB

C B

D

IR

T

.4

.5

.5

.4

.1

5.7

CB

6.6

.1

M A T

C H

L

IN

E

S

H E

'C 2-3'

STRUCTURE

DRAINAGE

STA 28+05

PM 14-32

BORING LOCATION

NW-1

BORING LOCATION

ELEV <0>

RIP-RAP OUTLET

SLOPE = 2.5V:1H

WIDTH = 2'

INV OUT <-1>

INV IN <0>

PROPOSED CHANNEL 'C 2-4'

SLOPE = 2.5V:1H

WIDTH = 1.5'

INV OUT <0>

INV IN <0.3>

PROPOSED CHANNEL 'C 2-3'

FILL AREA

CULVERTS (L = 104.5')

(cl. IV) OVERFLOW

TWIN 12" Ø R.C.P.

PROJECT BASELINE

CONTRACTOR'S WORK LIMITS

TOP OF SLOPE

PROPOSED SWALE

TOE OF SLOPE

PROPOSED SWALE

SEE NOTE #9

ELEV <0.3>

RIP-RAP OUTLET

EL. 13.0 (typ.)

TOP OF WALL

'C 2-4'

STRUCTURE

DRAINAGE

STA 24+60

.d g n

C-104

A N

S I

D

N S

N S

N S

N .T .S

E P

L A

N

60'

SCALE:1"= 30'

0 30'

STA 23+60 TO STA 31+30

S T

A

T

O S

T A

(SEE NOTE 5)

SEWER TO BE REPLACED

EXIST. 8" SANITARY

M A

T

E

SEE SHEET C-515 FOR RIPRAP OUTLET DIMENSIONS.6.

BE REPLACED, AND GAS & WATER TO BE REPLACED WITHIN CAMPBELL AVENUE.

REFER TO SHEET C-109 FOR PLAN AND PROFILE OF 8" SANITARY SEWER TO5.

SEE SHEET S-514 FOR PLAN AND PROFILE OF DRAINAGE STRUCTURE 'C 2-3'.4.

SEE SHEET S-513 FOR PLAN AND PROFILE OF DRAINAGE STRUCTURE 'C 2-4'.3.

BE REMOVED AND RESTORED, EXCEPT AS OTHERWISE SPECIFIED.

ANY EXISTING FEATURES IN CONFLICT WITH THE PROPOSED ALIGNMENT SHALL2.

REFER TO GENERAL PLAN SHEET G-103 FOR REFERENCE LINE COORDINATES.1.

NOTES:

CONDITION AS THE END OF CONSTRUCTION.

AS NECESSARY. IF THE SWALE IS PIPE, IT WILL BE RETURNED TO ITS NATURAL

SHALL REMAIN IN ITS NATURAL CONDITION. E+SC MEASURES SHALL BE PROVIDED,

SWALES THAT ARE WITHIN THE STAGING AREAS SHALL BE PIPED, OR THAT AREA

ALL EXISTING DRAINAGE SWALES ON THE PROTECTED SIDE ARE TO REMAIN.9.

REFER TO SPEC SECTION 00 90 03 FOR BORING DATA.8.

FINIALIZE THOSE LIMITS.

BE CONTAINED WITHIN LAND OWENED BY THE COUNTY/STATE, AND THEY WILL

THE LIMITS FOR STAGING AREA 4B ARE APPROXIMATE. STAGING AREA SHALL7.

R E

V I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

A

U G

R E

V I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

F

E B

STAGING AREA 4B

N

N

N

E 6044

E 6046

E 6048

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

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

H U

R R

IC

A N

E S

T O

R M D

A M

A G

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U C

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N

R A

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A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

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O N

M O

U T

H

N J

P H

A S

E I I, C

O N

T R

A C

T

3'

.1

.3

WW

G

.9

G= 5.40

S

S

S

R

.0

C B

C B

R .8

R=4.83

G .9

3 3

-1

I= .6

I= .7

I= 3.6

S

S

8" S

8" S

I=

.8

I=

.6

I=

.0

I=

.0

I=

0.94

I= 1.65

I= 1.64

I= .3

I= .3

I= .2

2" G

W

F DEBRIS

VIEW

FU

LL

O

BSTRU

CTED

F

B R

IS

V

IE

L L

O B

S T

R U

C T

E D

B R

IS

V

IE

W

F

U L L

O B S T R

U C

T E

D

O

F DEBRIS

VIEW

FU

LL

O

BSTRU

CTED

6'

7'

.5

+0

.7 7

8'

.7

8'

8'

8'

.3

C B

5.7

.7

.3 C

B

M B

CB

.8

.2

MB

.2

.9

.8

.9

.2

M B

M B

.2

PO

O L

.8

.4

+0

.3

.5

+0

+0

N

TOP OF SLOPE

PROPOSED SWALE

TOE OF LEVEE

90°

60°

TOE OF SLOPE

PROPOSED SWALE

'C 2-MAIN'

STRUCTURE

DRAINAGE

STA 33+40

'C 2-2'

STRUCTURE

DRAINAGE

STA 39+75

PM 14-31

BORING LOCATION

PM 14-30

BORING LOCATION

PM-1

BORING LOCATION

PM-2

BORING LOCATION

FLOOD WALL

PROPOSED

ELEV <1.8>

RIP-RAP OUTLET

CONTRACTOR'S WORK LIMITS

CONTRACTOR'S WORK LIMITS

TOE OF SLOPE

PROPOSED SWALE

M A T

E

S

H E

ELEV <-0.2>

RIPRAP OUTLET

SLOPE = 2.5V:1H

WIDTH = 1.5'

INV OUT <1.2>

INV IN <1.8>

PROPOSED CHANNEL 'C 2-2'

CONTRACTOR'S WORK LIMITS

SLOPE1:2

.5

S L

O P

E

1:

.5

MORE DETAILS

SEE SHEET C-516 FOR

LEVEE ACCESS RAMP;

PROJECT BASELINE

F

(L = 39.5')

(cl. IV) CULVERT

30" Ø R.C.P.

.d g n

C-105

A N

S I

D

N S

N S

N S

N .T .S

E P

L A

N

60'

SCALE:1"= 30'

0 30'

STA 31+30 TO STA 41+20

EL. 13.5

TOP OF LEVEE

S T

A

T

O S

T A

M A

T

E

REFER TO SPEC SECTION 00 90 03 FOR BORING DATA.8.

THE DETERMINATION OF THE MONMOUTH COUNTY DPW.

AND TO THE MONMOUTH COUNTY DPW. RELOCATION OR REMOVAL SHALL BE UP TO

THE LOCATION AND ALL INFLOW/OUTLFOW PIPES SHALL BE REPORTED TO THE COR

THE LEVEE ACCESS RAMP AT THE CORNER OF BROAD STREET + WOODSTOCK AVENUE.

CONTRACTOR SHALL INVESTIGATE POSSIBLE CATCHBASIN WITHIN THE FOOTPRINT OF7.

FROM THE TOE OF THE RAMP SIDE SLOPE AND BE COORDINATED WITH JCP&L.

BROAD STREET AND WOODSTOCK AVENUE. RELOCATION SHALL BE IN EXCESS OF 15'

THAT FALL WITHIN THE FOOTPRINT OF THE LEVEE ACCESS RAMP AT THE CORNER OF

CONTRACTOR SHALL RELOCATE THE UTILITY POLE(S) AND ASSOCIATED GUY WIRES6.

SEE SHEET C-515 FOR RIPRAP OUTLET DIMENSIONS.5.

SEE SHEET S-516 FOR PLAN AND PROFILE OF DRAINAGE STRUCTURE 'C 2-2'.4.

SEE SHEET S-515 FOR PLAN AND PROFILE OF DRAINAGE STRUCTURE 'C 2-MAIN'.3.

BE REMOVED AND RESTORED, EXCEPT AS OTHERWISE SPECIFIED.

ANY EXISTING FEATURES IN CONFLICT WITH THE PROPOSED ALIGNMENT SHALL2.

REFER TO GENERAL PLAN SHEET G-103 FOR REFERENCE LINE COORDINATES.1.

NOTES:

F

E

INV <5.0>

E 604,586.8

N 581,321.5

STA 36+81

INV <5.0>

E 604,550.2

N 581,306.3

STA 36+42

CULVERT DATA

E

R

E V I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

F E

B

E 6048

E 6050

N

N

N

N

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

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

R T M

O N

M O

U T

H

N J

P H

A S

E I I, C

O N

T R

A C

T

+0

+4

+4

G

G

G

W

W

W

W

W W

W W

W

W

W

W

V

G

.8

S

S

S

S

S

S

S

R

.8

R

.2

R

.0

R=6.44

R .9

R

.9

R .3

I= 3.68

I= .0

I= .0

S

S

S

S

S

8" S

S

I=

.3

I=

.7

I=

.6

I= .2

I= .2

I =-2.36

I=-1.02

I=

.3

I=

.6

I=

.4

I= .7

I=

.8

I=-1.03

I=

.3

I= .0

O U

T F A

L L

2" G

G

G

8" W

W

W

12" D

.9

.6

.7

.2

.6

.6

.7

.3

.2

.6

.1

.6

M B

C B

C B

.2

.9

.2

.2

.5

.4

DIRT

.9

.1

.7

.7

.2

.4

.1

.9

.7

.1

.1

M B

MB

.7

P O

O L

P O

O L

P O

O L

N

AT BROADWAY

CLOSURE GATE

PROPOSED

(SEE NOTE 5)

SEWER TO BE REPLACED

EXIST. 30" SANITARY

PM 14-29

BORING LOCATION

PM 14-28

BORING LOCATION

PM-3

BORING LOCATION

G

I

(L = 40')

OVERFLOW CULVERTS

12" Ø R.C.P. (cl. IV)

SLOPE = 2.5V:1H

WIDTH = 2.5' TO VARIES

INV OUT <1.0>

INV IN <1.1>

PROPOSED CHANNEL 'C 2-1'

WORK LIMITS

CONTRACTOR'S

EL. 13.5

TOP OF LEVEE

TOE OF LEVEE

TOE OF SLOPE

PROPOSED SWALE

TOP OF SLOPE

PROPOSED SWALE

TOWARDS NEW CHANNEL

FILLED AND GRADED

EXIST. DITCH TO BE

ELEV <1.1>

RIPRAP OUTLET

WORK LIMITS

CONTRACTOR'S

'C 2-1'

STRUCTURE

DRAINAGE

STA 47+25

R

E V I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

F E

B

S L

O P

E 1:

.5

S L

O P

E 1:

.5

MORE DETAILS

SEE SHEET C-516 FOR

LEVEE ACCESS RAMP;

PROJECT BASELINE

H

J

E

C

O N T R

A C T

M A

T

E

S T

A

IN

C

O N T R

A C

P R

O P

O S

A L L

.d g n

C-106

A N

S I

D

N S

N S

N S

N .T .S

E P

L A

N60'

SCALE:1"= 30'

0 30'

STA 41+20 TO STA 49+47

S T

A

T

O S

T A

REFER TO SPEC SECTION 00 90 03 FOR BORING DATA.7.

REFER TO SHEET C-515 FOR RIPRAP OUTLET DIMENSIONS.6.

REPLACED, AND FOR GAS MAIN TO BE REPLACED/RELOCATED WITHIN BROADWAY.

REFER TO SHEET C-110 FOR PLAN AND PROFILE OF 30" SANITARY SEWER TO BE5.

AND SHEET S-303 FOR SECTIONS.

SEE SHEET S-107 FOR BROADWAY FLOOD GATE FOUNDATION PLAN AND SCHEMATIC,4.

SEE SHEET S-517 FOR PLAN AND PROFILE OF DRAINAGE STRUCTURE 'C 2-1'.3.

BE REMOVED AND RESTORED, EXCEPT AS OTHERWISE SPECIFIED.

ANY EXISTING FEATURES IN CONFLICT WITH THE PROPOSED ALIGNMENT SHALL2.

REFER TO GENERAL PLAN SHEET G-103 FOR REFERENCE LINE COORDINATES.1.

NOTES:

CULVERTS (L = 40')

30" Ø R.C.P. (cl. IV)

H

G

INV <1.80>

E 604,765.6

N 582,134.5

STA 46+92

INV <1.90>

E 604,776.6

N 582,072.5

STA 46+29

CULVERT DATA

INV <3.50>

E 604,823.2

N 582,242.1

STA 47+93

INV <3.50>

E 604,803.0

N 582,207.3

STA 47+53

J

I

M A

IN

S

T R

E

T BRAINARD AVENUE

E

0N

E

N

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

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

R T M

O N

M O

U T

H

N J

P H

A S

E I I, C

O N

T R

A C

T

Comptons Cree k

T

+0

T

T

5+00T

T

.1

Comptons Creek

1+

T

T

.2

.5

0+0 0T

.9

.6

8+99T

.4

T

WORK LIMITS

CONTRACTOR'S

X

E604781.2

N579927.8

HH2

HH3

HH4

HH5

HH6

HH7

HH8

HH9

HH10

HH11

HH12

HH13

HH14

HH15

HH17

HH16

HH18

HH20

HH19

HH1

' G

R A V E L

LINE

TRAIL REFERENCE

HENRY HUDSON

AT CLOSURE GATE

CHANGES DIRECTION

TRAIL 1% SLOPE

X

X

X

E604713.4

N579981.7

E604825.8

N580016.6

' A

S P

H A L T

SLOPE GRAVEL

1 ON 6

BASELINE

PROJECT

SLOPE GRAVEL

1 ON 6

X

TRAIL

MEET EXISTING

X

E604718.6

N579836.3

TRAIL

MEET EXISTING

.d g n

C-107

A N

S I

D

N S

N S

N S

N .T .S

E P

L A

N

H E

N R

Y H

U D

S O

N T

R A

IL

PROPOSED HENRY HUDSON TRAIL

1" = 20'

PLAN VIEW

H: 1" = 40'

PROFILE

H: 1" = 20'

CROSS SECTIONS

GRAVEL

SLOPE

1 ON 6

SWALE

STA 2+00

8' ASPHALT

GRAVEL

5'

LINE

REFERENCE

PROJECT

@ 1%

SLOPE

STA 4+00

GRADE

EXISTING

GRADE

EXISTING

STA 7+00

GRADE

EXISTING

DRAINAGE

POSITIVE

GRADE FOR

@ 1%

SLOPE

LINE

REFERENCE

PROJECT

R1 7'

604743.96579939.38HH10

604740.95579937.21HH9

604733.25579931.64HH8

604728.24579928.03HH7

604726.94579927.02HH6

604725.69579926.00HH5

604716.76579918.71HH4

604703.61579907.89HH3

604672.20579881.94HH2

604571.45579882.69HH1

EASTINGNORTHINGPOINT

604694.12579807.33HH20

604691.64579863.00HH19

604744.43579906.54HH18

604777.94579930.74HH17

604790.73579937.33HH16

604839.77579947.77HH15

604894.59580002.45HH14

604902.12580039.04HH13

604763.13580050.64HH12

604765.57579983.63HH11

EASTINGNORTHINGPOINT

CENTER LINE

BIKE TRAIL

HENRY HUDSON

CENTER LINE

BIKE TRAIL

HENRY HUDSON

CENTER LINE

BIKE TRAIL

HENRY HUDSON

SLOPE)

@ 1

(TRAIL

O P

E

1%

R

IL

5' GRAVEL

8' ASPHALT

PROPOSED GRADE

PVC

PVC

PVC

PVT

PVT

PVT

14.8'

17.7' 28.2'

PROPOSED EL. 2.95'

L = 730.5'

7+00 8+00 9+000+00 1+00 2+00 3+00 4+00 5+00 6+00

0 25 50-25-50

0 25 50-25-50

0 25 50-25-50

E604622.5

N579981.3

E604833.3

N580053.2

R

.2

R70.2'

R .2

R 1.

1'

R .0

R

E V I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

F E

B

40'10'

SCALE:1"=20'

0 20'

80'0 40'

SCALE:1"=40'

HUDSON TRAIL

RELOCATED HENRY

N

EXISTING GRADE

on sheet C-506)

(typ. - refer to details

NEW 'BLIND CORNER' SIGN

on sheet C-506)

(typ. - refer to details

NEW 'BLIND CORNER' SIGN

N.T.S.ES-001

SITE KEY PLAN

SLUICE GATE

SLUICE GATE

SLUICE GATE

SLUICE GATE

SLUICE GATE

SLUICE GATE

SLUICE GATE

ES-001

S

IT

E K

E Y P

L A

N

D

R A

W

IN

G R

E V

IS

E D T

O R

E F

L E

C T C

IV

IL

A N

D S

T R

U C

T U

R A

L E

N G 'G

C H

A N

G E

S

D

R A

W

IN

G S E

S -1

A

R E

V

IS

E D S

H E

E T S

B C T

O I

N C

L U

D E C

IV

IL

S

IT

E

IS

S

U E D

A T

E 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

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T A

P R

S O

L

IC

IT

A T

IO

N N

O

W

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

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 A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

1 2 3 4 5

D

C

A

B

I

M E

U S

E R

N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

Y

:M

M P l o t a t e

-0

N E

W Y

O R

K

N Y

R O

O M

F

E D

E R

A L P

L A

Z A

Sheet of 148

®of Engineers

US Army Corps

New York District

Number

Reference

Sheet

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I

C O

N T

R A

C T

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N X .X .X

X .X .X

DRAWING REVISED3

O

C T

J

A N

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

ES-109A, ELECT1

Campbel l Ave

+0

ES-114, AREA Q

ES-113, AREA P

ES-114A, ELECT3

ES-109, AREA K

ES-110, AREA L

ES-111, AREA M

ES-112, AREA N

ES-112A, AREA N1

ES-111A, AREA M1

ES-109B, ELECT2

ES-111C, AREA M3

ES-111B, AREA M2

ES-116, AREA S

ES-115, AREA R

Main St

W

W

W

W

V

G=5.

G= 4.

G= 5.

G=6.

G=4.

G=4.

S

S

S

S

S

R=5.

R=5.

R=6.99

R= 6.

R= 5.

D

CB

CB

R=6.

7 6

B ro a d

4.7

5.3

5.

C B

CB

CB

CB

C B

5.8

5.8

5.8

5.

5.

6.2

5.8

5.9

5.9

CB

M B

6.6

6.9 6.7

7.3

POOL

POOL

W

W

G=6.37

G=6.

G

.6

G

.9

G= 7.

G=7.

S

S

S

S

R=7.

R=8.

R

.7

R=8.

CB

CB

G=6.

9 9

PARKIN

G

FIR

E

COMPANY

PORT

MONMOUTH

W il s o n

Main

St

4.8

6.2

CB

C B

7.2

7.1

7.1

6.9

C B

7.8

7.6

7.6

7.

PARKIN

G

7.9

C B

CB

8.1

8.1

8.1

.7

8.1

8.3

C B

9.2

9.3

9.3

MB

W

W W

W W

S

S

S

R=4.99

R=6.51

R=10.26

Campbell Ave

5.1

5.8

6.6

6.5

6.7 7.7

8.3

8.4

9.7

9.3

10.3

10.2

11.4

2'1.5' B ra in a rd

G

G

W

W V

S

S

R=7.06

R 6.

M ai n

S t

Broadway

3.6

5.3

4.7

5.2

6.

5.6

7.2

6.7

7.1

GRASS

4.6

4.7

D

IR

T

POOL

Av e

WW

G= 4.

S

R=5.

4.2

3.9

4.6

5.

5.

CB

5.7

5.8

6.2

MB

7.1

6.9

7.1

M B

7.7

-1.3

-0.4

-0.4

C o m p to n s C re e k

1-1

C o m p to n s C re e k

1.5

W

S

S

R=4.29

R =3 .7

G .2

G =3 .18

3.2

2.7

3.4

.7

3.7

C B

M B

7.1

7.4

W

W

G= 5.

S R .6

G .5

V

IS

IB

L E

N O

P

IP

E

2.5

4.3

3.6

4.7

.9

C B

CB

6.2

6.59.3

-0.2

W

D

S

R=6.29

R .2

G=6.29

G .0

C re e k

R d

5.3

6.4

6.1

CB

C B

DIRT

6.5

.6

7.1

7.8U/C

CampbellAve

CampbellAve

-1.1

G

W

W

W

W

S

R=5.95

G .2

G .2

G .5

C re e k

R d

C o m p to n s C re e k

3.2

3.3

C B

C B

6.4

5.6

C B

6.1

BRIDGE OVER CREEK

-1

Co mpto ns C ree k

Henry Hudson Bike Trail

3.2

3.6

3.5

5.4

4.9

4.6

4.5

5.7

5.8

ASPHALT

POOL

C o m p to n s C re e k

POOL

C o m p to n s C re e k

3.1

3.5

3.7

4.6

5.3

5.4

5.4

S

S

CB

CB

R=5 .8

R .8

G=4.98

B ro a d

S t

W oo ds toc k A ve

5.3

CB

5.

5.8

M B

6.2

P O

O L

7.2

7.8

7.8

8.3

8.5

Su ns et

Av e

Pin eh urs t

Av e

Pi ne hu rst

Av e

B ro a d

S t

W

W

W W

W

G

.3

G

.4

G

.6

S

R=6.

C B

C B

.7

.7

5.

5.9

MB

MB

M B

6.

6.9

6.9

7.4

6.6

6.5

6.

6.5

M B

9.5

POOL

M B

R A

W

IN

G R

E V

IS

E D T

O R

E F

L E

C T C

IV

IL

A N

D S

T R

U C

T U

R A

L E

N G 'G

C H

A N

G E

S

SCALE: 1/16" = 1'-0"

ES-109

W O

R K

C L

A R

IF

IC

A T

IO

N O

F J

C P

L S

C O

P E O

F

IS

S

U E D

A T

E 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

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T A

P R

S O

L

IC

IT

A T

IO

N N

O

W

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

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 A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

1 2 3 4 5

D

C

A

B

M E

U S

E R

N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

:M

M P l t e

-0

N E

W Y

O R

K

N Y

R O

O M

F

E D

E R

A L P

L A

Z A

Sheet of 148

®of Engineers

US Army Corps

New York District

Number

Reference

Sheet

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I

C O

N T

R A

C T

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N X .X .X

X .X .X

DRAWING REVISED3

O

C T

J

A N

MATCH LINE SHEET ES-108

M A

T C

H L

IN

E

S

H E

E T E

S -1

A

SITE PLAN - AREA K

0 1648 3216

ES-109

S

IT

E P

L A

N A

R E

A K

INSULATORS AND POLES.

PROVIDE NEW CONDUCTOR,

00 90 05 "JCP&L REQUIREMENTS").

WORK IN SPECIFICATION SECTION

UPGRADED (SEE DESCRIPTION OF

JCP&L OVERHEAD LINE TO BE

WINCH

ROAD CLOSURE

WINCH

ROAD CLOSURE

FOR ROAD CLOSURE

ELECTRICAL PANEL

SERVICE IN CONDUIT

NEW UNDERGROUND

BT41953MDT

THREE (3) PHASE TO POLE

TO BE UPGRADED TO

JCP&L OVERHEAD POWER

EXISTING SINGLE PHASE

(TYP.)

BOLLARDS

4" PVC SCH. 80

3P

75 KVA 120/208V

(3) 25 KVA - TOTAL

TRANSFORMER

MOUNTED

NEW JCP&L POLE

(AREA K)

ELECTRIC ACTUATOR

SLUICE GATE

C2-1

COATED

1" RSC PVC

OF LEVEE

CONDUIT AT TOP

4" PVC SCH. 80

STRUCT. DWGS.)

GATE (SEE

ROAD CLOSURE

ROADWAY

ENCASED UNDER

BE CONCRETE

ALL CONDUITS TO

ACCESS POINT

2" RSC

4" PVC SCH. 40

PULL BOX

4' x 4' x 4'

(TYP. OF 4 POLES)

WITH TWO LED

POLE MOUNTED

JC41955MDT

NEW

BT41952MDT

NEW

BT41953MDT

NEW

BT41954MDT

NEW

G

G

W

W

W

W V

G=5.

S

S

S

S

R=7.06

R= 6.

R= 5.

R 6.

M ai n

S t

Broadway

3.6

5.3

4.7

5.2

C B

6.

5.6

5.

6.1

5.6

CB

7.2

6.7

7.1

M B

G

G

W

W

W

W V

G=5.

S

S

S

S

R=7.06

R= 6.

R= 5.

R 6.

M ai n

S t

Broadway

3.6

5.3

4.7

5.2

C B

6.

5.6

5.

6.1

5.6

CB

7.2

6.7

7.1

M B

47+00

48+00

46+20

46+30

46+40

46+50

46+60

46+70

46+80

46+90

47+10

47+20

47+30

47+40

47+50

47+60

47+70

47+80

47+90

48+10

48+20

48+30

48+40

0 0 0 1

SCALE: 1/16" = 1'-0"

ES-109B

SITE PLAN - ELECT2

IS

S

U E D

A T

E 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

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T A

P R

S O

L

IC

IT

A T

IO

N N

O

W

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

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 A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

1 2 3 4 5

D

C

A

B

M E

U S

E R

N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

:M

M P l t e

-0

N E

W Y

O R

K

N Y

R O

O M

F

E D

E R

A L P

L A

Z A

Sheet of 148

®of Engineers

US Army Corps

New York District

Number

Reference

Sheet

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I

C O

N T

R A

C T

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N X .X .X

X .X .X

C

L A

R

IF

IC

A T

IO

N O

C T

C

O R

R E

C T

IO

N T

O P

O L E T

O A

G R

E E W

IT

H

J C

P

L S

C O

P E O

F W

O R

K A

N D C

L A

R

IF

IC

A T

IO

N

S H

O W

IN

G T

R A

N S

F O

R M

E R A

L R

E A

D Y

R E

Q U

IR

E D U

N D

E R J

C P

L S

O W

J

A N

M A

T C

H L

IN

E

S

H E

E T E

S -1

A

0 1648 3216

ES-109B

S

IT

E P

L A

N A

R E

A E

L E

C T

INSULATORS AND POLES.

PROVIDE NEW CONDUCTOR,

00 90 05 "JCP&L REQUIREMENTS").

WORK IN SPECIFICATION SECTION

UPGRADED (SEE DESCRIPTION OF

JCP&L OVERHEAD LINE TO BE

E

E

E

TRANSFORMER

EXISTING

RELOCATE

BT41960MDT

NEW

BT41961MDT

NEW

40084MDT

NEW

G=6.37

G=6.

G

.6

G

.9

G= 7.

G=7.

S

S

S

S

R=7.

R=8.

R

.7

R=8.

CB

CB

G=6.

9 9

PARKIN

G

FIR

E

COMPANY

PORT

MONMOUTH

W il s o n

Main

St

6.2

CB

C B

7.2

7.1

7.1

6.9

C B

7.8

7.6

7.6

7.

PARKIN

G

7.9

CB

CB

8.1

8.1

8.1

.7

8.1

8.3

C B

9.2

9.3

9.3

MB

G=6.37

G=6.

G

.6

G

.9

G= 7.

G=7.

S

S

S

S

R=7.

R=8.

R

.7

R=8.

CB

CB

G=6.

9 9

PARKIN

G

FIR

E

COMPANY

PORT

MONMOUTH

W il s o n

Main

St

6.2

CB

C B

7.2

7.1

7.1

6.9

C B

7.8

7.6

7.6

7.

PARKIN

G

7.9

CB

CB

8.1

8.1

8.1

.7

8.1

8.3

C B

9.2

9.3

9.3

MB

IS

U E D

A T

E 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

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T A

P R

S O

L

IC

IT

A T

IO

N N

O

W

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

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 A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

1 2 3 4 5

D

C

A

B

M E

U S

E R

N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

:M

M P l t e

-0

N E

W Y

O R

K

N Y

R O

O M

F

E D

E R

A L P

L A

Z A

Sheet of 148

®of Engineers

US Army Corps

New York District

Number

Reference

Sheet

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I

C O

N T

R A

C T

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N X .X .X

X .X .X

D

R A

W

IN

G R

E V

IS

E D T

O R

E F

L E

C T C

IV

IL

A N

D S

T R

U C

T U

R A

L E

N G 'G

C H

A N

G E

S

SCALE: 1/16" = 1'-0"

1 SITE PLAN - AREA M1

ES-111A

S

H E

E T R

E V

IS

E D F

O R P

R E

S E

N T

A T

IO

N T

O

P U

R P

O S

E S

O T

H E

R T

H A

N F

O R P

R E

S E

N T

A T

IO

N

A G

R E

E W

IT

H K

E Y M

A P E

S -0

N O C

H A

N G

E S

DRAWING REVISED

DRAWING REVISED

ES-111A

S

IT

E P

L A

N A

R E

A M

96A

O

C T

J

A N

MATCH LINE SHEET ES-111

MATCH LINE SHEET ES-112

0 1648 3216

(AREA M)

ACTUATOR

ELECTRIC

SLUICE GATE

C2-2

PULL BOX

2" RSC

OF LEVEE

CONDUIT AT TOP

4" PVC SCH. 80

-1.3

-0.4

-0.4

C o m p to n s C re e k

1-1

C o m p to n s C re e k

1.5

-1.3

-0.4

-0.4

C o m p to n s C re e k

1-1

C o m p to n s C re e k

1.5

3'

6'

+0

U E D

A T

E 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

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T A

P R

S O

L

IC

IT

A T

IO

N N

O

W

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

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 A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

1 2 3 4 5

D

C

A

B

M E

U S

E R

N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

:M

M P l t e

-0

N E

W Y

O R

K

N Y

R O

O M

F

E D

E R

A L P

L A

Z A

Sheet of 148

®of Engineers

US Army Corps

New York District

Number

Reference

Sheet

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I

C O

N T

R A

C T

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N X .X .X

X .X .X

SCALE: 1/16" = 1'-0"

W O

R K

N E

W S

H E

E T T

O S

H O

W A

D D

IT

IO

N A C

IV

IL

ADDED DRAWING

ES-111B

S

IT

E P

L A

N A

R E

A M

96B

J

A N

MATCH LINE SHEET ES-112

ES-111B

SITE PLAN - AREA M2

M A

T C

H L

IN

E

S

H E

E T E

S -1

A

MATCH LINE SHEET ES-111C MATCH LINE SHEET ES-111

0 1648 3216

12°

POLE

EXIST.

POLE

EXIST.

AND LIGHT

WITH GUYS

NEW POLE

AND LIGHT

WITH GUYS

EXIST. POLE

REMOVE

CURB

S

S

CB

CB

R=5 .8

R .8

G=4.98

B ro a d

S t

W oo ds toc k A ve

5.3

CB

5.

5.8

M B

6.2

P O

O L

7.2

7.8

7.8

8.3

8.5

S

S

CB

CB

R=5 .8

R .8

G=4.98

B ro a d

S t

W oo ds toc k A ve

5.3

CB

5.

5.8

M B

6.2

P O

O L

7.2

7.8

7.8

8.3

8.5

36+00D

37+00D

D

D

D

6'

7'

+00

U E D

A T

E 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

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T A

P R

S O

L

IC

IT

A T

IO

N N

O

W

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

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 A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

1 2 3 4 5

D

C

A

B

M E

U S

E R

N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

:M

M P l t e

-0

N E

W Y

O R

K

N Y

R O

O M

F

E D

E R

A L P

L A

Z A

Sheet of 148

®of Engineers

US Army Corps

New York District

Number

Reference

Sheet

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I

C O

N T

R A

C T

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N X .X .X

X .X .X

SCALE: 1/16" = 1'-0"

N E

W S

H E

E T S

E E R

E V

IS

IO

N N

O T

E S B

E L

O W

FOR LEVEE ACCESS ROAD

NEW SHEET TO SHOW ADDITIONAL CIVIL WORK

ES-111C

S

IT

E P

L A

N A

R E

A M

96C

J

A N

M A

T C

H L

IN

E

S

H E

E T E

S -1

MATCH LINE SHEET ES-111A

ES-111C

SITE PLAN - AREA M3

MATCH LINE SHEET ES-111B

0 1648 3216

POLE

EXIST.

Su ns et

Av e

Pin eh urs t

Av e

Pi ne hu rst

Av e

B ro a d

S t

W

W

W

W

G

.3

G

.4

G

.6

S

R=6.

C B

C B

.7

.7

5.

5.9

MB

MB

M B

6.

6.9

7.4

6.6

6.5

6.

6.5

M B

9.5

POOL

MB

Su ns et

Av e

Pin eh urs t

Av e

Pi ne hu rst

Av e

B ro a d

S t

W

W

W

W

G

.3

G

.4

G

.6

S

R=6.

C B

C B

.7

.7

5.

5.9

MB

MB

M B

6.

6.9

7.4

6.6

6.5

6.

6.5

M B

9.5

POOL

MB

1/16" = 1'-0" ES-114A

SITE PLAN - ELECT3

J

A N

C

L A

R

IF

Y D

R A

W

IN

G T

O A

G R

E E W

IT

H J

C P

L

S C

O P

E O

F W

O R

K

IS

S

U E D

A T

E 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

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T A

P R

S O

L

IC

IT

A T

IO

N N

O

W

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

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 A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

1 2 3 4 5

D

C

A

B

M E

U S

E R

N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

:M

M P l t e

-0

N E

W Y

O R

K

N Y

R O

O M

F

E D

E R

A L P

L A

Z A

Sheet of 148

®of Engineers

US Army Corps

New York District

Number

Reference

Sheet

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I

C O

N T

R A

C T

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N X .X .X

X .X .X

S

IT

E P

L A

N E

L E

C T

ES-114A

FOR SCOPE OF WORK.

1. SEE SPECIFICATIONS SECTION 00 90 05 "JCP&L REQUIREMENTS"

NOTE:

M A

T C

H L

IN

E

S

H E

E T E

S -1

E

E

E

E

DISCONNECTS

1P, 120/240V. REMOVE

RELOCATED 75 KVA,

BT-4090MDT

JC-2841MDT 15 MAY - 15 SEPT.

SWITCH FOR OUTAGE

NEW JCP&L 600A

JC-2842MDTPOLE TO JCP&L.

SURRENDER

NEW POLE.

S

S

S

R=4.99

R=6.51

R=10.26

Campbell Ave

5.1

5.8

6.6

6.5

6.7 7.7

8.3

8.4

9.7

9.3

10.3

10.2

11.4

W

W W

W W

S

S

S

R=4.99

R=6.51

R=10.26

Campbell Ave

5.1

5.8

6.6

6.5

6.7 7.7

8.3

8.4

9.7

9.3

10.3

10.2

11.4

Standard Hooks

Bar Size Top Bar Other Bar Top Bar Other Bar Dev. Length

(Ldh)

(in.) (in.) (in.) (in.) (in.)

#3 17 13 22 17 7

#4 22 17 29 22 9

#5 28 22 36 28 11

#6 33 26 43 33 13

#7 49 37 63 49 15

#8 5 43 72 55 17

#9 63 48 81 63 19

#10 70 54 91 70 22

#11 78 60 101 78 24

#14 94 72 ‐‐‐ ‐‐‐ 29

#18 125 96 ‐‐‐ ‐‐‐ 39

Development Class "B" Spl ice

Tens ion Development and Spl ice Lengths for f 'c=5,000 ps i and fy=60 ks i

-0

-3

S-105

MONOLITH AT BEND P1

1/4":1'

S-105

MONOLITH AT BEND P3

1/4":1'

S-105

MONOLITH AT BEND P4

1/4":1'

S-105

MONOLITH AT BEND P5

1/4":1'

S-105

MONOLITH AT BEND P6

1/4":1'

S-105

MONOLITH AT BEND P8

1/4":1'

S-105

MONOLITH AT BEND P9

1/4":1'

S-105

MONOLITH AT BEND P10

1/4":1'

S-105

MONOLITH AT BEND P11

1/4":1'

S-105

T Y

P

IC

A L M

O N

O L

IT

H B

E N

D S

J A

P

J A

P

A N

S I

D

P6

WORKING POINT

5'-0"6'-0"

6'-0"3'-0"

3'-0"

3'- 0"

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

4' 8'0 2'

" =1'4

SCALE:

PROTECTED SIDE PROTECTED SIDEPROTECTED SIDE

PROTECTED SIDE

PROTECTED SIDE

PROTECTED SIDE

PROTECTED SIDE

PROTECTED SIDE

PROTECTED SIDE PROTECTED SIDE

FLOOD SIDE

FLOOD SIDE

FLOOD SIDE

FLOOD SIDE

FLOOD SIDE

FLOOD SIDE

FLOOD SIDE FLOOD SIDE

FLOOD SIDE

S -1

T

Y P

IC

A L M

O N

O L

IT

H P

L A

N B

E N

D S .d g n

CONTRACTOR SHALL ADJUST THE BATTERED PILE PER THE REQUEST OF THE CONTRACTING OFFICER TO AVOID INTERFERENCE WITH OTHER PILES. ADJUSTED PILES ARE STILL REQUIRED TO MEET THE REQUIRED STRENGTH.1.

NOTES:

3'- 0"

5'-6"5'-6"

5'-6"5'-6"5'-6"

3'- 0"

6'-0"6'-0"6'-0"

3'-0"

6'- 0"

6'- 0"

3'-0" "16

115'-15'-0" 5'-6"

3'-0"

5'-0"

5'-6"5'-6"5'-6" 3'-0

5'-6"5'-6"5'-6"

5'-0"5'-0"5'-6"5'-6"

3'-0

5'-6" 5'-6"

5'-6"

B

E N

D S R

E B

A R A

N D S

T A

G G

E R

E D T

Y P M

O N

O L

IT

H A

D D

E D

-J

A N -2

P10

WORKING POINT

REINFORCEMENT

REINFORCEMENT

3'-0" 5'-6"5'-6"5'-6" 3'-0"

6'-0" 6'-0" 6'-0" 6'-0"

3'-0"

3'-0" 6'-0"

6'-0"

3'-0"

P4

P8

P9

P5

P11

3'-0"

WORKING POINT WORKING POINT

WORKING POINT

WORKING POINT

WORKING POINT

REINFORCEMENT

REINFORCEMENT

3'-0"

3'-0"

6'-0"

6'-0"

6'-0"

6'-0" 5'-6"

5'-0" 5'-0"

3'-0"

3'-0"

2'-10

3'-0" 5'-0"

5'-0" 5'-0"

5'-0"

P3

P1

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

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

R T M

O N

M O

U T

H

N J

P H

A S

E I I, C

O N

T R

A C

J A

P

J A

P

A N

S I

D

S-507

C

O O

D W

A L L D

E T

A

IL

S

B/FOOTING

WATERSTOP

THREE BULB

OVERSIZED WASHERS (TYP.)

3/8" DIA. C.R.S. BOLTS W/

STONE

6" CRUSHED

STONE

6" CRUSHED

WASHERS (TYP.)

W/ OVERSIZED

3/8" DIA. C.R.S. BOLTS

SHEET 3/8"X 8"X8"

NEOPRENE RUBBER

WALL

SSP CUTOFF

S-507

SHEET PILE INTERLOCK

NTS

INTERLOCK ALIGNED WITH THE WALL JOINT INTERLOCK NOT ALIGNED WITH THE WALL JOINT

S-507

SSP CUTOFF WALL

WSAHERS (TYP.)

W/ OVERSIZED

3/8" DIA C.R.S. BOLTS

WATERSTOP

THREE BULB

SSP CUTOFF WALL

S-507

CONNECTION DETAIL 2

WATERSTOP TO SHEET PILE

NTS

3/8" A36 PL

S-507

WATERSTOP CONNECTION DETAIL CLOSE UP

NTS

1/2" X 2 1/2" X 2 1/2"

NEOPRENE RUBBER SHEET

S-507

S-507

S-507

1 1/2" TYP.

E X

P A

N S

IO

N J

O

IN

T

1 1/2" TYP.

E X

P A

N S

IO

N J

O

IN

T

HERS (TYP.)

W/ OVERSIZED WAS

3/8" DIA C.R.S. BOLTS

5"

WATERSTOP

THREE BULB

(TYP.)

WATERSTOP MATERIAL

HYDROPHILIC

PACK VOID WITH

STOP

THREE BULB

WALL

SSP CUTOFF

B/FOOTING

1" MIN.

/2

WATERSTOP

THREE BULB

/2

T Y

P

CONDUIT

ELECTRICAL

3'-0"

WITH LOCK

COVER OPENING

2' X 3' ALUMINUM

6" 6"

4" CL.

S-507

ELECTRICAL ACCESS POINT (TYP.)

NTS

1'-0"

CHANNEL

CONCRETE

3' LONG

(SEE NOTE 2)

SHEET OR STEEL PLATE

NEOPRENE RUBBER

S-507

CONNECTION DETAIL 1

WATERSTOP TO SHEET PILE

NTS

-0

-3

INTERLOCK NOT ALIGNED WITH WALL JOINT.

NEOPRENE RUBBER FOR INTERLOCK WITH WALL JOINT. STEEL PLATE FOR 2.

NEOPRENE RUBBER SHEET SHALL BE 50 DUROMETER SHORE A HARDNESS.1.

NOTES:

3/16"

W

E L

D S

Y M

B O

L A

D D

E D

TEAM FOR INSTALLATION)

FLOODWALL CONSTRUCTION

NEEDS TO COORDINATE WITH

CONDUIT (CONTRACTOR

CAST BOX

WATERPROOF

A

C C

E S

S P

O

IN

T D

E T

A

IL

U

P D

A T

E D

S

E P

A

U G

PULLBOX

UNDERGROUND

TO

LOCK NUTS

END BELL

ELECTRICAL CONDUIT AT EXPANSION JOINTS.

CONTRACTOR SHALL PROVIDE UL-LISTED EXPANSION COUPLER FOR 4.

PROVIDE END BELLS ON CONDUITS WITHIN CONCRETE CHANNEL.3.

TO AND FROM THE 3FT WIDE ACCESS POINT.

PROVIDE AN ONE TO ONE SLOPE FROM THE TYPICAL FLOODWALL SECTION 2.

LONG. FOR LOCATIONS, REFER TO ELECTRICAL DRAWINGS.

TYPICAL ACCESS POINT DETAIL ON FLOODWALLS. ACCESS POINTS ARE 3FT 1.

NOTES:

J

A N

A D

D E

D E

X P

A N

S

IO

N C

O U

P L E

R F

O R C

O N

D

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

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

R T M

O N

M O

U T

H

N J

P H

A S

E I I, C

O N

T R

A C