Amend 3 plans.pdf

N

60’

SCALE:1"= 30’

0 30’

O .G .M

EDGE OF FLOODWALL SLAB

W .S

S T

A T

O S

T A

F L

O O

D W

A L L P

L A

N

(SEE SHEET C-503)

DRAINAGE STRUCTURE NO. 3

(SEE SHEET C-504)

DRAINAGE STRUCTURE NO. 4

(SEE SHEET C-505)

DRAINAGE STRUCTURE NO. 5

AS DIRECTED BY THE COR

REMOVE AND RELOCATE SHED

T-

WALL

AS DIRECTED BY THE COR

RELOCATE PLANTER

S H

E E

T C -1

S T

A . 1

M A

T C

H L

IN

E

C-102

WORKING AREA

LIMIT OF CONTRACTORS

AS DIRECTED BY THE COR

REMOVE AND RELOCATE STAIRS

R .U

T .C .M

5.

4.

3.

2.

1.

AND STRUCTURAL SHEETS.

SHEETS C-501 THROUGH C-509

FOR DRAINAGE STRUCTURES, SEE CIVIL

SHEETS.

FOR FLOODWALL, SEE STRUCTURAL

MANUFACTURER’S RECOMMENDATIONS.

INSTALLED IN ACCORDANCE WITH

AS DIRECTED BY COR. GATE TO BE

WITH IN-KIND DOUBLE LEAF SWING GATE

PERPENDICULAR TO FLOODWALL AND REPLACE

PERMANENTLY REMOVE ALL FENCE

DIRECTED BY COR.

FURTHER. REPLACE BEYOND ABOVE LIMIT AS

OR TOP OF DRAINAGE DITCH WHICH EVER’S

TO FLOODWALL WITHIN 15 FEET OF WALL

PERMANENTLY REMOVE ALL FENCE PARALLEL

CONTRACTOR’S WORKING AREA

REMOVE FENCE AS REQUIRED WITHIN

NOTES:

VINYL FENCE

EXIST.6’ HIGH

FENCE

STOCKADE

6’ HIGH

EXIST.

FENCE

STOCKADE

4’ HIGH

EXIST.

FENCE

CHAIN LINK

4’ HIGH

EXIST.

CLADDING

VINYL

FENCE W/

CHAIN LINK

4’ HIGH

EXIST.

LINED SWALE

2’ WIDE GRASS

/2

/2

A M

E N

D M

E N

T A

D D R

E V

IS

E C

A L L

O U

T S

COMPOSI

TE

WALL

2’

WI

DE

SWALE STOCKADE FENCE

EXIST. 4’ HIGH

3’

WI

DE

SWALE

/0

/2

A M

E N

D M

E N

T A

D D C

A L L

O U

T S

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

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IG

N E

D B

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D E

S C

R

IP

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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

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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 :3

:2

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District 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

NUMBER

REFERENCE

SHEET

M A

Y

N Y

D

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

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

R E

D U

C T

IO

N P

R O J E

C T S

E G

M E

N T

-1

G R

E E

N B

R O

O K F

L O

O D D

A M

A G

E

G B S

E B

R N

G S

E G B

C -1

F

L W .d g n

F I L

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l o t a t e

K

C A

D D G

B

P L

A N

S

A M

E N

D M

E N

T

G B S

E B

R N

G S

C

F L

W .d g n

:3

:2

P

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

W

CB

CB

C B

CB

M H

M H

M H

M .B

M .B

M .B

P ost

P ost P ost

P ost P ost

M

H MH

CB

S

MH

#110

#100

#4

#53

#57

#61

#65

24" RCP

INV 33.06

12" VCP

INV 34.84

GR 42.81

RIM 43.39

R

IM

.2

R

IM

.2

B

AR

B

AR

L.

LOUIS AVENUE

LOUIS AVENUE

X

X

X

X

X

X

X

X

X

X

X

X

F

.8

.9

.0

.3

.4

.6

.5

.7

.5

.18

.3

1.5

G R

.0

R C P

IN

V

1.9

IN

V

.12

C

P

GR 42.78

INV 36.38 (OUT)INV 36.48 (IN)

INV 37.36 (OUT)

INV 37.74 (IN)

P

P

IP

8" VCP

8" ASBESTOS

S

B E S

T O

S

RIM 43.88

IN

V

.0

INV 38.53

IN

V

.3

(IN

IN

V

.13

(O

U T

R

IM

1.13

INV 35.03

IN

V

.7

(IN

IN

V

.0

(O

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IN

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LOT 7

LO

T 8

LOT

LOT 10

6+00

7+00

8+00

9+00

+0

+0

N

,3

N

,2

N

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N

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N

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E

,0

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E

,0

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E

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E

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E

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E

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E

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N

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E

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N

,0

N

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,0

,8

N

,0

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,0

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N

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N

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,0

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E

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LOUIS AVENUE

LOUIS AVENUE

FLO

W lo t lo t lo t lo t lo t

R .O .W

B

LO

C K

L O

T

L O T

LO

T 6

LOT 7

LO

T 8

LOT

LOT 10

W E

IS

S

D R

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E

G R E

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S H

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S T

A

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7.0

7.13

7.12

7.76

.3

.3

.5

.5

9.67

.7

.2

.6

.6

.7

.76

.83

.9

.9

FLOODWALL

1.2

1.17

1.2

1.2

1.3

1.3

1.3

1.4

1.4

1.5

1.6

1.94

.0

.1

.2

.4

.5

.5

.6

.6

.6

.8

.8

.9

.9

.0

.1

.2

4.3

4.7

4.8

4.9

.64

.7

.8

.8

.8

.9

6.0

.13

6.69

6.79

7.0

7.61

3’ WIDE GRASS LINED SWALE (TYP.)

.2

9.5

9.7

.8

.0

.1

.2

.5

.7

.73

.75

.8

.8

41.0

41.10

41.1

41.13

41.18

41.3

41.2

41.3

41.3

41.4

41.5

41.5

41.64

41.7

41.8

41.8

41.9

41.8

41.9

.18

.2

.3

.4

.4

.5

.6

.78

.8

.9

SWALE GRADING LIMITS

.2

.2

.2

.3

.3

.3

.3

.5

.6

.6

.65

.67

.72

.77

.8

.0

.0

.2

.3

.5

.4

4.48

.5

.5

.5

.5

.5

.5

.7

.7

.73

.8

.79

.8

.8

.90

.90

.92

.95

.99

.0

.0

.0

.10

.1

.2

.3

.3

.3

.3

.3

.44

.45

.5

.5

.5

.5

.6

.61

.8

.8

.98

.0

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

8’

SCALE:1"= 4’

0 4’

C

A

C

A

S L

O P E

S L

O P E

P

D R

A

IN

A

S E

M E

N T

N

C-501

D E

T A

IL

S

D R

A

IN

A G

E S

T R

U C

T U

R E N

O

W .S

H .M

DRAINAGE STRUCTURE No. 1 AT STA. 2+17.50

CONCRETE HEADWALL

CHECK VALVE TF-1

ELASTOMERIC

ARMOR

12" D50 RIPRAP

X

X

AT 2.5:1 (TYP)

GRADE TO EXIST.

R .U

T .C .M

RIPRAP SWALE

24" THICK

PLAN

SECTION A-A

/2

/2

A

M E

N D

M E

N T A

D D R

E V

IS

E C

A L L

O U

T S

N O

T E W

A L L S

H A

P E R

IP

R

A P

/0

/2

A M

E N

D M

E N

T A

D D N

O T

E N

O

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 :1

:0

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District 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

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

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

R E

D U

C T

IO

N P

R O J E

C T S

E G

M E

N T

E E

N B

R O

O K F

L O

O D D

A M

A G

E

G B S

E B

R N

G S

E G B

C -5

D S .d g n

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

A M

E N

D M

E N

T

G B S

E B

R N

G S

C D

S .d g n

:1

:0

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

GRADE

EXIST.

EL. 29.10

INV. OUT

EL. 29.00

INV. OUT

EL. 29.20

INLET INV. OUT

2.5

GRATE EL. 40.82

INLET CHAMBER

24"x24" SQUARE OPENING

TO REMAIN

EL. 44.96

MANUAL OVERRIDE

SLUICE GATE No.1 W/

ELECTRIC OPERATED

CONDUIT CHASE

TF-1

CHECK VALVE

ELASTOMERIC

CHAMBER HATCH

OUTLET

AROUND THE PIPE)

(3" CLEAR

WALL SLEEVE

OUTLET CHAMBER

TOP EL. 34.25

CONC. HEADWALL

TO STRUCTURE

TO BE REMOVED

PROPOSED GRADE

RIPRAP ARMOR

12" D50

RISING STEM

THIMBLE (TYP.)

SLUICE GATE

SEE NOTE 2

FOR DETAILS)

SHEET S-302

(SEE STRUCT.

SHEET PILE

FILL CONC.

FILL CONC.

GROUT

NON-SHRINK

FILL W/

INV. EL. 28.25

RIPRAP SWALE

24" THICK

12 L.F.

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

24" SWALE

INLET CHAMBER

CHAMBER GRATE

OUTLET CHAMBER

INTO INLET CHAMBER

12 L.F.

SEE DETAIL SHEET C-533

FOR RIPRAP SWALE TYPICAL CROSS SECTION,

RECOMMENDATION OF SLUICE GATE MANUFACTURER.

BOTTOM AND FILLER MATERIAL TO BE PER

CONFIGURATION OF RECESS FOR SLUICE GATE

DRAWINGS FOR DETAILS.

SHOWN FOR DRAWING CLARITY, SEE STRUCTURAL

SAFETY RAILING, GATES LADDERS & HATCH NOT

NOTES:

3.

2.

1.

24" SLUICE GATE No.1

2.5

SLOPE

SLOPE

2.5 :1

2.5 :1

IN

V

2.

,0

,0

,0

,0

RC

P

5+33 .50

C

A

8’

SCALE:1"= 4’

0 4’

37.

38.

N

C-502

D E

T A

IL

S

D R

A

IN

A G

E S

T R

U C

T U

R E N

O

H .M

W .S

DRAINAGE STRUCTURE No. 2 AT STA. 5+33.50

CONCRETE HEADWALL

ARMOR (TYP)

12" D50 RIPRAP

AT 2.5:1 (TYP)

GRADE TO EXIST.

R .U

T .C .M

SECTION A-A

PLAN

/2

/2

A

M E

N D

M E

N T A

D D R

E V

IS

E C

A L L

O U

T S

N O

T E

W A

L L S

H A

P E R

IP

R

A P

/0

/2

A M

E N

D M

E N

T A

D D N

O T

E N

O

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 :1

:4

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District 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

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

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

R E

D U

C T

IO

N P

R O J E

C T S

E G

M E

N T

E E

N B

R O

O K F

L O

O D D

A M

A G

E

G B S

E B

R N

G S

E G B

C -5

D S .d g n

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

A M

E N

D M

E N

T

G B S

E B

R N

G S

C

D S .d g n

:1

:4

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

EXIST. GRADE

EL. 32.50

INV. OUT

HEADWALL

CONC.

EL. 32.60

INLET INV. OUT

2.5

EL. 45.35

TO REMAIN

MANUAL OVERRIDE

SLUICE GATE No.2 W/

ELECTRIC OPERATED

GRATE EL. 42.00

INLET CHAMBER

CONDUIT CHASE

TF-1

CHECK VALVE

ELASTOMERIC

CHAMBER HATCH

OUTLET

AROUND THE PIPE)

(3" CLEAR

WALL SLEEVE

INTO INLET CHAMBER

OUTLET CHAMBER

PROPOSED GRADE

RIPRAP ARMOR

12" D50

THIMBLE (TYP.)

SLUICE GATE

SEE NOTE 2

FILL CONC.

FILL CONC.

24"x24" SQUARE OPENING

FOR DETAILS)

SHEET S-302

(SEE STRUCT.

SHEET PILE

GROUT

NON-SHRINK

FILL W/

RISING STEM

INV. EL. 31.65

RIPRAP SWALE

24" THICK

EL. 32.40

INV. OUT

9 L.F.

X

X

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

C

A

CHECK VALVE TF-1

ELASTOMERIC

RIPRAP SWALE

24" THICK

CHAMBER GRATE

INLET CHAMBER

24" SWALE

INTO INLET CHAMBER

9 L.F.

SEE DETAIL SHEET C-533

FOR RIPRAP SWALE TYPICAL CROSS SECTION,

RECOMMENDATION OF SLUICE GATE MANUFACTURER.

BOTTOM AND FILLER MATERIAL TO BE PER

CONFIGURATION OF RECESS FOR SLUICE GATE

DRAWINGS FOR DETAILS.

SHOWN FOR DRAWING CLARITY, SEE STRUCTURAL

SAFETY RAILING, GATES LADDERS & HATCH NOT

NOTES:

3.

2.

1.

OUTLET CHAMBER

24" SLUICE GATE No.2

CONCRETE HEADWALL

CHECK VALVE TF-1

ELASTOMERIC

RIPRAP SWALE

24" THICK

8.5 L.F.

37.

36.

ARMOR (TYP)

12" D50 RIPRAP

X

X

8’

SCALE:1"= 4’

0 4’

SLOPE

SLOPE

2.5

:1

2.5 :1

7+00

C

A

C

A

N

C-503

D E

T A

IL

S

D R

A

IN

A G

E S

T R

U C

T U

R E N

O

W .S

H .M

DRAINAGE STRUCTURE No. 3 AT STA. 7+00

R .U

T .C .M

SECTION A-A

PLAN

/2

/2

A M

E N

D M

E N

T A

D D R

E V

IS

E C

A L L

O U

T S

N O

T E W

A L L S

H A

P E

/0

/2

A M

E N

D M

E N

T A

D D N

O T

E N

O

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 :1

:3

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District 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

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

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

R E

D U

C T

IO

N P

R O J E

C T S

E G

M E

N T

E E

N B

R O

O K F

L O

O D D

A M

A G

E

G B S

E B

R N

G S

E G B

C -5

D S .D

G N

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

A M

E N

D M

E N

T

G B S

E B

R N

G S

C

D S .D

G N

:1

:3

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

2.5

HEADWALL

CONC.

EL. 31.10

INV. OUT

GRADE

EXIST.

EL. 31.20

INLET INV. OUT

GRATE EL. 36.00

INLET CHAMBER

CONDUIT CHASE

24"x24" SQUARE OPENING

EL. 45.63

TF-1

CHECK VALVE

ELASTOMERIC

CHAMBER HATCH

OUTLET

AROUND THE PIPE)

(3" CLEAR

WALL SLEVEE

OUTLET CHAMBER

PROPOSED GRADE

RIPRAP ARMOR

12" D50

MANUAL OVERRIDE

SLUICE GATE No.1 W/

ELECTRIC OPERATED

RISING STEM

FILL CONC.

THIMBLE (TYP.)

SLUICE GATE

SEE NOTE 2

FILL CONC.

GROUT

NON-SHRINK

FILL W/

FOR DETAILS)

SHEET S-302

(SEE STRUCT.

SHEET PILE

INV. EL. 30.25

RIPRAP SWALE

24" THICK

EL. 31.00

INV. OUT

8.5 L.F.

INLET CHAMBER

CHAMBER GRATE

OUTLET CHAMBER

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

SEE DETAIL SHEET C-533

FOR RIPRAP SWALE TYPICAL CROSS SECTION,

RECOMMENDATION OF SLUICE GATE MANUFACTURER.

BOTTOM AND FILLER MATERIAL TO BE PER

CONFIGURATION OF RECESS FOR SLUICE GATE

DRAWINGS FOR DETAILS.

SHOWN FOR DRAWING CLARITY, SEE STRUCTURAL

SAFETY RAILING, GATES LADDERS & HATCH NOT

NOTES:

3.

2.

1.

24" SWALE

24" SLUICE GATE No.3

ELASTOMERIC

CONCRETE HEADWALL

RIPRAP SWALE

24" THICK

ARMOR (TYP)

12" D50 RIPRAP

8’

SCALE:1"= 4’

0 4’

C

A

C

A

C B

RC

P

IN

V

3.

V C P

IN

V

.8

GR 40.07

INV 36.12

’ R .O .W

N

C-504

D E

T A

IL

S

D R

A

IN

A G

E S

T R

U C

T U

R E N

O

H .M

W .S

DRAINAGE STRUCTURE No. 4 AT STA. 8+41.50

R .U

T .C .M

S L

O P E

S L

O P E

SECTION A-A

PLAN

/2

/2

A M

E N

D M

E N

T A

D D R

E V

IS

E C

A L L

O U

T S

N O

T E W

A L L S

H A

P E

/0

/2

A M

E N

D M

E N

T A

D D N

O T

E N

O

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 :2

:0

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District 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

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

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

R E

D U

C T

IO

N P

R O J E

C T S

E G

M E

N T

E E

N B

R O

O K F

L O

O D D

A M

A G

E

G B S

E B

R N

G S

E G B

C -5

D S .D

G N

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

A M

E N

D M

E N

T

G B S

E B

R N

G S

C

D S .D

G N

:2

:0

P

M

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

2.5

EL. 31.10

INV. OUT

GRADE

EXIST.

HEADWALL

CONC.

TO REMAIN

EXIST. 24" RCP

EL. 31.20

INLET INV. OUT

GRATE EL. 42.00

INLET CHAMBER

TF-1

CHECK VALVE

ELASTOMERIC

CONDUIT CHASE

EL. 45.97

24"x24" SQUARE OPENING

CHAMBER HATCH

OUTLET

AROUND THE PIPE)

(3" CLEAR

WALL SLEEVE

TO STRUCTURE

OUTLET CHAMBER

TO BE REMOVED

PROPOSED GRADE

RIPRAP ARMOR

12" D50

EXIST. 24" RCP

MANUAL OVERRIDE

SLUICE GATE No.1 W/

ELECTRIC OPERATED

RISING STEM

FILL CONC.

THIMBLE (TYP.)

SLUICE GATE

SEE NOTE 2

FILL CONC.

FOR DETAILS)

SHEET S-302

(SEE STRUCT.

SHEET PILE

GROUT

NON-SHRINK

FILL W/

INV. EL. 30.25

RIPRAP SWALE

24" THICK

8.5 L.F.

EL. 31.00

INV. OUT

OUTLET CHAMBER

INLET CHAMBER

24" SWALE

INLET CHAMBER GRATE

INTO INLET CHAMBER

8.5 L.F.

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

SEE DETAIL SHEET C-533

FOR RIPRAP SWALE TYPICAL CROSS SECTION,

RECOMMENDATION OF SLUICE GATE MANUFACTURER.

BOTTOM AND FILLER MATERIAL TO BE PER

CONFIGURATION OF RECESS FOR SLUICE GATE

DRAWINGS FOR DETAILS.

SHOWN FOR DRAWING CLARITY, SEE STRUCTURAL

SAFETY RAILING, GATES LADDERS & HATCH NOT

NOTES:

3.

2.

1.

24" SLUICE GATE No.4

TF-1

CHECK VALVE

ELASTOMERIC

HEADWALL

CONCRETE

AT 2.5:1 (TYP)

GRADE TO EXIST.

FLOODWALL BASE SLAB

RIPRAP SWALE

24" THICK

.0

ARMOR (TYP)

12" D50 RIPRAP

X

X

CHAMBER

INLET

GRATE

CHAMBER

CHAMBER

OUTLET

36" SWALE

13.5 L.F.

C-505

A

C-505

A

S L

O P

E

S L

O P

E

8’-6"

8’

SCALE:1"= 4’

0 4’

C-505

N

D E

T A

IL

S

D R

A

IN

A G

E S

T R

U C

T U

R E N

O

H .M

DRAINAGE STRUCTURE No. 5 AT STA. 10+55

W .S

R .U

T .C .M

PLAN

SECTION A-A

/2

/2

A M

E N

D M

E N

T A

D D R

E V

IS

E C

A L L

O U

T S

N O

T E

W A

L L S

H A

P E R

IP

R

A P

/0

/2

A M

E N

D M

E N

T A

D D N

O T

E N

O

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 :2

:2

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District 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

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

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

R E

D U

C T

IO

N P

R O J E

C T S

E G

M E

N T

E E

N B

R O

O K F

L O

O D D

A M

A G

E

G B S

E B

R N

G S

E G B

C -5

D S .D

G N

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

A M

E N

D M

E N

T

G B S

E B

R N

G S

C

D S .D

G N

:2

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

GRADE

EXIST.

HEADWALL

CONC.

2.5

EL. 27.80

INV. OUT

EL. 27.85

INLET INV. OUT

TF-1

CHECK VALVE

ELASTOMERIC

EL. 46.26

24"x24" SQUARE OPENING

CHAMBER HATCH

OUTLET

CONDUIT CHASE OUTLET CHAMBER

PROPOSED GRADE

RIPRAP ARMOR

12" D50

EL. 30.70

CHAMBER GRATE

INLET

MANUAL OVERRIDE

SLUICE GATE No.1 W/

ELECTRIC OPERATED

RISING STEM

FILL CONC.

THIMBLE (TYP.)

SLUICE GATE

SEE NOTE 2

FILL CONC.

GROUT

NON-SHRINK

FILL W/

AROUND THE PIPE)

(3" CLEAR

WALL SLEEVE

INV. EL. 27.00

RIPRAP SWALE

24" THICK

13.5 L.F.

EL. 27.75

INV. OUT

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

SEE DETAIL SHEET C-533

FOR RIPRAP SWALE TYPICAL CROSS SECTION,

RECOMMENDATION OF SLUICE GATE MANUFACTURER.

BOTTOM AND FILLER MATERIAL TO BE PER

CONFIGURATION OF RECESS FOR SLUICE GATE

DRAWINGS FOR DETAILS.

SHOWN FOR DRAWING CLARITY, SEE STRUCTURAL

SAFETY RAILING, GATES LADDERS & HATCH NOT

NOTES:

3.

2.

1.

GATE No.5

24" SLUICE

8’

SCALE:1"= 4’

0 4’

C-506

A

C-506

A

S L

O P

E

S L

O P

E

8’-6"

N

H .M

W .S

34.00x 34.00x

DRAINAGE STRUCTURE No. 6 AT STA. 13+95.72

R .U

T .C .M

RIPRAP SWALE

24" THICK

RIPRAP ARMOR

12" D50

/2

/2

A M

E N

D M

E N

T A

D D R

E V

IS

E C

A L L

O U

T S

N O

T E

W A

L L S

H A

P E R

IP

R

A P

/0

/2

A M

E N

D M

E N

T

A D

D N

O T

E N

O

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 :2

:4

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District 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

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

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

R E

D U

C T

IO

N P

R O J E

C T S

E G

M E

N T

E E

N B

R O

O K F

L O

O D D

A M

A G

E

G B S

E B

R N

G S

E G B

C -5

D S .D

G N

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

A N

S

A M

E N

D M

E N

T

G B S

E B

R N

G S

C

D S .D

G N

:2

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

C-506

D E

T A

IL

S

D R

A

IN

A G

E S

T R

U C

T U

R E N

O

PLAN

SECTION A-A

EL. 28.90

INV. OUT

HEADWALL

CONC.

EL. 28.95

INLET INV. OUT

2.5

GRADE

EXIST.

CHAMBER HATCH

OUTLET

CONDUIT CHASE

TF-1

CHECK VALVE

ELASTOMERIC

EL. 31.45

INLET CHAMBER GRATE

OPENING

RECTANGULAR

1.5’H x 2’W

EL. 46.30

OUTLET CHMABER

PROPOSED GRADE

RIPRAP ARMOR

12" D50

MANUAL OVERRIDE

SLUICE GATE No.1 W/

ELECTRIC OPERATED

RISING STEM

FILL CONC.

THIMBLE (TYP.)

SLUICE GATE

SEE NOTE 2

FILL CONC.

GROUT

NON-SHRINK

FILL W/

AROUND THE PIPE)

(3" CLEAR

WALL SLEEVE

INV. EL. 28.10

RIPRAP SWALE

24" THICK

13.5 L.F.

EL. 28.85

INV. OUT

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

36" SWALE

CHAMBER

INLET

GATE No.6

24" SLUICE

GRATE

CHAMBER

CHAMBER

OUTLET

13.5 L.F.

SEE DETAIL SHEET C-533

FOR RIPRAP SWALE TYPICAL CROSS SECTION,

RECOMMENDATION OF SLUICE GATE MANUFACTURER.

BOTTOM AND FILLER MATERIAL TO BE PER

CONFIGURATION OF RECESS FOR SLUICE GATE

DRAWINGS FOR DETAILS.

SHOWN FOR DRAWING CLARITY, SEE STRUCTURAL

SAFETY RAILING, GATES LADDERS & HATCH NOT

NOTES:

3.

2.

1.

FLOODWALL BASE SLAB

AT 2.5:1 (TYP.)

GRADE TO EXISTING

TF-1

CHECK VALVE

ELASTOMERIC

HEADWALL

CONCRETE

ELASTOMERIC

FLOODWALL BASE SLAB

RIPRAP SWALE

24" THICK

(TYP.)

OUTLET CHAMBER

(TYP.)

CHAMBER GRATE

(TYP.)

INLET CHAMBER

PLANS)

(SEE CIVIL

MH No. 1

DRAINAGE STRUCTURE No. 7

DRAINAGE STRUCTURE No. 8

13.5 L.F.

C-507

C-507

A

C-507

A

D E

T A

IL

S

D R

A

IN

A G

E S

T R

U C

T U

R E N

O S A

N D

H .M

W .S

R .U

T .C .M

S L

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L O

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8’-6"

PLAN

SECTION A-A

/2

/2

A M

E N

D M

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D D R

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IS

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A L L

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IP

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F

IL

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A M

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D W

N B

Y

C K

D B

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D E

S

IG

N E

D B

Y

D E

S C

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IP

T

IO

N

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2 3

C

4 5

A

B

M A

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A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

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B M

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D B

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P L

O T D

A T

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M A

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D E

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IP

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IO

N A

P P

R

D A

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C O

N T

R A

C T N

O

A N

S I

D :2

:2

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District 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

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

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

L

E V

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L E

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G E P

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C T S

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M E

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E E

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R O

O K F

L O

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A M

A G

E

G B S

E B

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G S

E G B

C -5

D S -8 .D

G N

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

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SHEET OF 281

DATETHOMAS C. MacALLEN

J U

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IN

V

.5

O

P

IP

E

G R

E

O O

K

D

HEADWALL

CONC.

2.5

GRADE

EXIST.

CHAMBER HATCH

OUTLET

CONDUIT CHASE

EL. 37.50

GRATE NO.8

INLET CHAMBER

EL. 32.25

GRATE NO.7

INLET CHAMBER

EL. 47.61

OUTLET CHAMBER NO. 8

EL. 47.60

OUTLET CHAMBER NO. 7

TF-1

CHECK VALVE

ELASTOMERIC

EL. 29.10

NO.7 & NO.8

INV. OUT

PROPOSED GRADE

RIPRAP ARMOR

12" D50

INV. 29.20(#8)

EL. 29.15

NO.7 & NO.8

INLET INV. OUT

GROUT

NON-SHRINK

FILL W/

AROUND THE PIPE)

(3" CLEAR

WALL SLEEVE

FILL CONC.

THIMBLE (TYP.)

SLUICE GATE

SEE NOTE 2

FILL CONC.

MANUAL OVERRIDE

SLUICE GATE No.1 W/

ELECTRIC OPERATED

RISING STEM

M.H. NO. 1

SQUARE OPENING

24"x24"

INV. EL. 28.25

RIPRAP SWALE

24" THICK

13.5 L.F.

EL. 29.00

INV. OUT

8’

SCALE:1"= 4’

0 4’

N

DRAINAGE STRUCTURE Nos. 7 AND 8 AT STA. 17+06 AND STA. 17+12

34.00x 34.00x

34.00x 34.00x

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

36" SWALE

SEE DETAIL SHEET C-533

FOR RIPRAP SWALE TYPICAL CROSS SECTION,

RECOMMENDATION OF SLUICE GATE MANUFACTURER.

BOTTOM AND FILLER MATERIAL TO BE PER

CONFIGURATION OF RECESS FOR SLUICE GATE

DRAWINGS FOR DETAILS.

SHOWN FOR DRAWING CLARITY, SEE STRUCTURAL

SAFETY RAILING, GATES LADDERS & HATCH NOT

NOTES:

3.

2.

1.

RIPRAP ARMOR

12" D50

AT 2.5:1 (TYP.)

GRADE TO EXISTING

GATE No.7

24" SLUICE

GATE No.8

24" SLUICE

ELASTOMERIC

AT 2.5:1 (TYP.)

GRADE TO EXISTING

FLOODWALL BASE SLAB

RIPRAP SWALE

24" THICK

RIPRAP ARMOR

12" D50

INLET CHAMBER

CHAMBER GRATE

OUTLET CHAMBER

34.00x 34.00x

PROP. MH No.2

SEE SHEET C-104

14 L.F.

C-508

C-508

A

C-508

A

D E

T A

IL

S

D R

A

IN

A G

E S

T R

U C

T U

R E N

O

H .M

W .S

8’-6"

R .U

T .C .M

S L

O P

E

S L

O P

E

/2

/2

A M

E N

D M

E N

T A

D D R

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A L L

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N O

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W A

L L S

H A

P E R

IP

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A P

/0

/2

A M

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D M

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T A

D D N

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O

S O

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IC

IT

A T

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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 :2

:0

P

M

P L

O T

T E

D B

Y

O n s y

M o a w a d

New York District 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

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

N .J T

E L -7

-0

W il lo w b ro o k B lv d W a y n e

C o n s u lt in g E n g in e e rs

C o rp o ra ti o n

L

E V

E E M

ID

D

L E

S E

X G

R E

E N B

R O

O K

N J

S E

B R

IN

G S M

IL

L S B

R

ID

G E P

S F

L O

O D

W A

L L

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D U

C T

IO

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R O J E

C T S

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M E

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E E

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R O

O K F

L O

O D D

A M

A G

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G B S

E B

R N

G S

E G B

C -5

D S .D

G N

F I

M E

O n s y

M o a w a d

S u b m i t t e d b y

P l t e

K

C A

D D G

B

P L

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SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

D

2.5

INV. EL. 29.00

RIPRAP SWALE

24" THICK

EL. 28.75

INV. OUT

14 L.F.

8’

SCALE:1"= 4’

0 4’

N

DRAINAGE STRUCTURE No. 9 AT STA. 18+47.34

PLAN

SECTION A-A

HEADWALL

CONC.

EL. 29.60

INV. OUT

EL. 29.70

INLET INV. OUT

GRADE

EXIST.

EL. 29.80

24"x24" SQUARE OPENING

CHAMBER HATCH

OUTLET

CONDUIT CHASE

TF-1

CHECK VALVE

ELASTOMERIC

EL. 48.27

OUTLET CHAMBER NO. 9

EL. 37.00

INLET CHAMBER GRATE

(SEE PROFILE)

36" SWALE

EL. 48.27

MANHOLE

PROPOSED

PROPOSED GRADE

RIPRAP ARMOR

12" D50

GROUT

NON-SHRINK

FILL W/

AROUND THE PIPE)

(3" CLEAR

WALL SLEEVE

MANUAL OVERRIDE

SLUICE GATE No.1 W/

ELECTRIC OPERATED

RISING STEM

FILL CONC.

THIMBLE (TYP.)

SLUICE GATE

SEE NOTE 2

FILL CONC.

INV. IN EL. 30.10

INV. OUT EL. 30.00

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

SEE DETAIL SHEET C-533

FOR RIPRAP SWALE TYPICAL CROSS SECTION,

RECOMMENDATION OF SLUICE GATE MANUFACTURER.

BOTTOM AND FILLER MATERIAL TO BE PER

CONFIGURATION OF RECESS FOR SLUICE GATE

DRAWINGS FOR DETAILS.

SHOWN FOR DRAWING CLARITY, SEE STRUCTURAL

SAFETY RAILING, GATES LADDERS & HATCH NOT

NOTES:

3.

2.

1.

24" SWALE

24" SLUICE GATE No.9

FOR PERMANENT VEGETATION ARE DESCRIBED IN SPECIFICATION 32 92 19 SEEDING.

2. SEED MIXTURES, SEEDING RATES AND WOODY VEGETATION SPACING REQUIREMENTS

IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION, SYSTEMS, ETC.).

THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE

C. IMMEDIATELY PRIOR TO SEEDING, THE SURFACE SHALL BE SCARIFIED 6" TO 12" WHERE

CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED.

THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL

OF 4 INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT.

B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH

1 45LOAMY SAND, SAND

2 90SANDY LOAM, LOAM, SILT LOAM

3 135CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL

SOIL TEXTURE TONS/ACRE LBS/1000 SQ. FT.

LIMESTONE APPLICATION RATE BY SOIL TEXTURE

LIMESTONE APPLICATION.

GRASSES AND LEGUMES. THE TABLE BELOW IS A GENERAL GUIDELINE FOR

TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO

EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS

BELOW AND THE RESULTS OF SOIL TESTING. CALCIUM CARBONATE IS THE

INDICATES OTHERWISE. APPLY LIMESTONE IN ACCORDANCE WITH THE TABLE

EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST

POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR

EXTENSION OFFICES. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500

SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE

RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION.

A. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST

1. SEEDBED PREPARATION

REQUIREMENT FOR STABILIZATION WITH MULCH ONLY

ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP

SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER

SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS OR

ACCUMULATION AROUND PLANTS.

MANUFACTURER’S INSTRUCTIONS.

APPLY ACCORDING TO

TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING

STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED

ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT

WHICH MAY PRODUCE THE DESIRED EFFECT.

DEFINITION

STABILIZING EXPOSED SOILS WITH NON-VEGETATIVE MATERIALS.

PURPOSE

TO PROTECT EXPOSED SOIL SURFACES FROM EROSION DAMAGE AND TO REDUCE OFFSITE

ENVIRONMENTAL DAMAGE.

WHERE APPLICABLE

THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO EROSION, WHERE THE SEASON AND

OTHER CONDITIONS MAY NOT BE SUITABLE FOR GROWING AN EROSION-RESISTANT COVER OR

WHERE STABILIZATION IS NEEDED FOR A SHORT PERIOD UNTIL MORE SUITABLE PROTECTION

CAN BE APPLIED.

METHODS AND MATERIALS

SITE PREPARATION

GRADE, AS NEEDED AND FEASIBLE, TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR

EMPLOY NEEDED EROSION CONTROL PRACTICES SUCH AS DIVERSIONS, GRADE STABILIZATION

PROTECTIVE MATERIALS

SYNTHETIC OR ORGANIC SOIL STABILIZERS MAY BE USED -- UNDER SUITABLE CONDITIONS

WOODCHIPS APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 2 INCHES MAY BE USED.

WOODCHIPS WILL NOT BE USED ON AREAS WHERE FLOWING WATER COULD WASH THEM INTO

AN INLET AND PLUG IT.

GRAVEL, CRUSHED STONE, OR SLAG AT THE RATE OF 9 CUBIC YARDS PER 1,000 SQ. FT.

MULCH ANCHORING - SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT OF HAY OR

STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE

FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA AND STEEPNESS OF SLOPES.

PEG AND TWINE - DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE

SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR

AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN

I.

I I.

I I I.

A.

B.

A.

B.

C.

D.

1.

2.

A.

B.

C.

APPLYING AND ANCHORING MULCH.

TOOL, LIQUID MULCH BINDERS, OR NETTING TIEDOWN. OTHER SUITABLE MATERIALS MAY BE USED

IF APPROVED BY THE SOIL CONSERVATION DISTRICT.

AND IN QUANTITIES RECOMMENDED BY THE MANUFACTURER.

TO THE MANUFACTURER’S REQUIREMENTS) MAY BE APPLIED BY A HYDROSEEDER.

WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 POUNDS PER ACRE (OR ACCORDING

MULCH NETTINGS - STAPLE PAPER, COTTON, OR PLASTIC NETTINGS OVER MULCH.

SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS.

AND REMAIN TACKY UNTIL GERMINATION OF GRASS.

WATER. IT SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER

FOLLOWING APPLICATION TO MULCH, DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN

SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND

RECOMMENDED BY THE MANUFACTURER.

GROWTH OF TURFGRASS. VEGETABLE BASED GELS SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS

VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE

SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANE NETWORKS OF INSOLUBLE POLYMERS. THE

MATERIALS THAT MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER

ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING POWDER BASED, HYDROPHILIC

MATERIALS MAY BE DIFFICULT TO APPLY UNIFORMILY AND WILL DISCOLOR SURFACES.

ON SLOPES 8 FEET OR MORE HIGH, USE 0.075 GAL./SQ. YD. OR 363 GAL./ACRE. THESE

APPLY 0.04 GAL./SQ. YD OR 194 GAL/ACRE ON FLAT SLOPES AND SLOPES LESS THAN 8 FEET HIGH.

EMULSIFIED ASPHALT - (SS-1, CSS-1, CMS-2, MS-2, RS-1, RS-2, CRS-1, AND CRS-2).

USE ONE OF THE FOLLOWING:

AND AT CRESTS OF BANKS. REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE.

APPLICATION SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS,

LIQUID MULCH-BINDERS

SHOULD BE DONE ON THE CONTOUR.

SOIL PENETRATION SHOULD BE ABOUT 3 TO 4 INCHES. ON SLOPING LAND, THE OPERATION

BUT ITS USE IS LIMITED TO THOSE SLOPES UPON WHICH THE TRACTOR CAN OPERATE SAFELY.

ANCHOR MULCH INTO THE SOIL SURFACE. THIS PRACTICE AFFORDS MAXIMUM EROSION CONTROL, MULCH ANCHORING TOOL - USE TRACTOR-DRAWN EQUIPMENT ESPECIALLY DESIGNED TO PUNCH AND

A.

B.

C.

D.

E.

F.

G.

APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 3 INCHES MAY BE USED.

SIZE 2 OR 3 STONE (ASTM C-33) IS RECOMMENDED.

USE A DEGRADABLE NETTING IN AREAS TO BE MOWED.

STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS AND WATERWAYS.

MACHINES IS NOT A PROBLEM.

THIS IS SUITABLE FOR A LIMITED PERIOD OF TIME WHERE TRAVEL BY PEOPLE, ANIMALS OR

ASPHALT EMULSION IS RECOMMENDED AT THE RATE OF 600 TO 1200 GALLONS PER ACRE.

MULCH NETTINGS, SUCH AS PAPER JUTE, EXCELSIOR, COTTON, OR PLASTIC MAY BE USED.

PEGS IN A CRISS-CROSS AND SQUARE PATTERN AND IN CONTACT WITH THE GROUND.

UNROTTED SMALL-GRAIN HAY AT 2.0 TO 2.5 TONS PER ACRE IS SPREAD UNIFORMLY AT

90 TO 115 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING

1.

5.

6.

7.

8.

9.

10.

11.

12.

13.

2.

3.

4.

EROSION AND SEDIMENTATION CONTROL NOTES

15.

16.

17.

18.

19.

20.

14.

21.

22.

23.

24.

25.

REQUIREMENT FOR PERMANENT VEGETATION

DEFINITION

THE CONTROL OF DUST ON CONSTRUCTION SITES AND ROADS.

PURPOSE

TO PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES, REDUCE

ON- AND OFF-SITE DAMAGE AND HEALTH HAZARDS, AND IMPROVE TRAFFIC SAFETY.

WHERE APPLICABLE

THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO DUST BLOWING AND MOVEMENT

WHERE ON- AND OFF-SITE DAMAGE IS LIKELY WITHOUT TREATMENT. CONSULT WITH

LOCAL MUNICIPAL ORDINANCES ON ANY RESTRICTIONS.

PLANNING CRITERIA

THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:

SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP

TRAFFIC OFF THESE AREAS.

TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A

SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET.

BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS,

BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND

SOIL BLOWING.

CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR FLAKES FINE

STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.

RESIN IN WATER

LATEX EMULSION

ANIONIC ASPHALT EMULSION

4:1

12.5:1

7:1

FINE SPRAY

FINE SPRAY

COARSE SPRAY

1,200

DILUTION

WATER

NOZZLE

TYPE OF

GALLONS/ACRE

APPLY

REQUIREMENT FOR DUST CONTROL

POLYACRYLMIDE (PAM) - DRY-SPREAD

POLYACRYLMIDE (PAM) - SPRY-ON

ACIDULATED SOY BEAN SOAP STICK NONE COARSE SPRAY 1,200

(908)526-2701(732)683-8500

BRIDGEWATER, NJ 08807FREEHOLD, NJ 07728

308 MILLTOWN ROAD4000 KOZLOSKI ROAD

SOMERSET COUNTY 4-H CENTER(FOR MIDDLESEX COUNTY)

SOMERSET- UNION SOIL CONSERVATION DISTRICTFREEHOLD SOIL CONSERVATION DISTRICT

CERTIFICATION.

THE CONTRACTING OFFICER TO THE SOIL CONSERVATION DISTRICTS TO OBTAIN THE REQUIRED

THE CONTRACTOR SHALL SUBMIT AN APPLICATION FEES AND FINAL SEQUENCING PLAN AS APPROVED BY

ANY CUT OR FILL SLOPES STEEPER THAN 3:1 SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING.

DISTRICT FOR RECERTIFICATION.

SUBMISSION OF REVISED EROSION AND SEDIMENTATION CONTROL PLANS TO THE SOIL CONSERVATION

ANY CHANGES TO THE CERTIFIED EROSION AND SEDIMENTATION CONTROL PLANS WILL REQUIRE THE

REPRESENTATIVE PRIOR TO NOTIFYING THE SOIL CONSERVATION DISTRICT.

LAND DISTURBING ACTIVITY. THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER

THE SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, 72 HOURS IN ADVANCE OF ANY

SECURED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING OR LIQUID MULCH BINDER).

LBS./1000 SQ. FT. TO BE APPLIED ACCORDING TO THE NEW JERSEY STANDARDS. MULCH SHALL BE

MULCHING SPECIFICATION: SALT HAY OR SMALL GRAIN STRAW APPLIED AT A RATE OF 70 TO 90

SEEDING.

PROTECTION IF THE SEASON DOES NOT PERMIT THE APPLICATION AND ESTABLISHMENT OF TEMPORARY

STOCKPILE WITH ANNUAL RYE GRASS. STABILIZE TOPSOIL STOCKPILES WITH STRAW MULCH FOR

IMMEDIATELY AFTER THE COMPLETION OF STRIPPING AND STOCKPILING OF TOPSOIL, SEED THE

THE CONTRACTING OFFICER REPRESENTATIVE.

OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE DETERMINED BY

ESTABLISHED TO PROMOTE EARLIER VEGETATION COVER.

MULCHING IS REQUIRED ON ALL SEEDED AREAS TO INSURE AGAINST EROSION BEFORE GRASS IS

OFFICER REPRESENTATIVE.

FERTILIZER, SEED APPLICATION AND RATES OF APPLICATION AT THE REQUEST OF THE CONTRACTING

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE CONFIRMATION OF LIME, OF 12 INCHES OF SOIL HAVING A PH OF 5.0 OR MORE BEFORE SEEDBED PREPARATION.

SOIL HAVING A PH OF 4.0 OR LESS OR CONTAINING IRON SULFIDE MUST BE COVERED WITH A MINIMUM

DOWNSTREAM AREA.

SEDIMENT. THE DEWATERING FACILITIES SHALL BE PLACED SO AS NOT TO CAUSE EROSION OF THE

SETTLING BASIN. THE FILTER OR BASIN MUST BE CAPABLE OF FILTERING OR SETTLING OUT THE

ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTRATION DEVICE OR

BECOME OPERATIONAL.

ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS

OF UNSTABILIZED SOIL.

LIMIT THE AREA OF DISTURBANCE FOR STONE PROTECTION INSTALLATION TO MINIMIZE THE EXPOSURE

PROTECTION IMMEDIATELY FOLLOWING THE PREPARATION OF THE CHANNEL. THE CONTRACTOR SHALL

CHANNELS WHICH ARE TO BE LINED WITH STONE PROTECTION SHALL BE LINED WITH THE SPECIFIED

ALL CATCH BASIN INLETS MUST BE PROTECTED DURING CONSTRUCTION.

PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES.

PERMANENT DRIVEWAY CONSTRUCTION.

ALL TEMPORARY DRIVEWAYS SHALL BE STABILIZED WITH 2 1/2" CRUSHED STONE OR SUBBASE PRIOR TO

FLOWING OF SEDIMENT ONTO ROADWAYS.

DETAIL. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR

EXISTS. THE PAD SHALL BE CONSTRUCTED AS SHOWN ON THE STABILIZED CONSTRUCTION ENTRANCE

A CRUSHED STONE, TIRE-CLEANING-PAD WILL BE INSTALLED WHEREVER A CONSTRUCTION ENTRANCE

SILT FENCE.

DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHALL BE PROTECTED BY A HAY BALE BARRIER OR

SOIL STOCKPILES ARE NOT TO BE LOCATED WITHIN FIFTY (50) FEET OF THE SLOPE, ROADWAY OR

AFTER EVERY STORM EVENT.

ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AND

DIVERTED TO EROSION AND SEDIMENTATION CONTROL FACILITIES.

THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER RUNOFF IS

IMMEDIATELY FOLLOWING ROUGH GRADING.

WITH STRAW MULCH AT A RATE OF 2 TONS PER ACRE, ACCORDING TO THE NEW JERSEY STANDARDS

ALL CRITICAL AREAS SUBJECT TO EROSION WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION

MULCH NETTING OR LIQUID MULCH BINDER).

EQUIVALENT AND ANCHORED IN ACCORDANCE WITH THE NEW JERSEY STANDARDS (I.E. PEG AND TWINE, SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREAS WILL BE MULCHED WITH SALT HAY OR

FERTILIZATION IN ACCORDANCE WITH THE SOIL CONSERVATION DISTRICT GUIDELINES. IF THE

SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND

ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THEN THIRTY (30) DAYS AND NOT

CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED.

ALL APPLICABLE EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL

STANDARDS FOR EROSION AND SEDIMENTATION CONTROL IN NEW JERSEY.

EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

GRADING OPERATION AND/OR INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES.

ALL APPLICABLE EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY

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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

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4A

4B

FLOW

HAY BALE

GROUND SURFACE

2 1

PREVIOUSLY LAID BALE

ANGLE FIRST STAKE TOWARD

N.T.S.

2.

NOTES:

F L O

W

3.

IN FRONT OF RIPRAP STONES

COARSE AGGREGATE NO. 2 PLACED

OTHERWISE INSTRUCTED BY THE CONTRACTING OFFICER.

HAY BALES SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS

EACH HAY BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES.

ADJACENT BALES.

HAY BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE

4.

5.

6" TO 9" RIPRAP STONES AND FILLER

HAY BALES ON THE CONTOUR

SECURELY TIED AND EMBEDDED

(IF REQUIRED)

DISTURBANCE

AREA OF

6"

FLOW

SILT

GROUND

UNDISTURBED

EXISTING

1.

2.

3.

N.T.S.

4.

5.

6.

TAMP IN PLACE.

BOTTOM FLAP,

DEEP TRENCH, BURY

DIG 6" WIDE AND 6"

TOP OF FENCE

THROUGH FABRIC ALONG

DRAWSTRING RUNNING

SILT FENCE NOTES:

8’-0" O.C.

DIAMETER, SPACED

OF HARDWOOD 1�" MINIMUM

FENCE POSTS CONSTRUCTED

7.

FASTENER AND FABRIC

REINFORCEMENT BETWEEN

METAL FASTENERS AND

SECURED TO POSTS WITH

GEOTEXTILE FABRIC

STAKES 18" TO 24" IN THE GROUND

2 REBARS, STEEL PICKETS, OR 2" x 2" OAK

VERTICAL FACE (MIN.)

4" EMBEDMENT ON

t o

1.

REPLACEMENT SHALL BE MADE AS PROMPTLY AS POSSIBLE.

INSPECTION SHALL BE FREQUENT, AFTER EVERY STORM AND REPAIR OR

THE BARRIER.

HAY BALES SHALL BE INSTALLED SO WATER CANNOT BYPASS THE ENDS OF

UNLESS OTHERWISE INSTRUCTED BY THE CONTRACTING OFFICER’S REPRESENTATIVE.

SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT

OR REPLACEMENT SHALL BE MADE AS PROMPTLY AS POSSIBLE.

INSPECTION SHALL BE FREQUENT AND AFTER EVERY STORM AND REPAIR

LOW POINTS.

IN NOTE 4 ABOVE. SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT

OF THE FABRIC AROUND THE POST TWICE AND ATTACHING AS SPECIFIED

SECURELY FASTENED TO A COMMON POST BY WRAPPING EACH END

ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE FABRIC SHALL BE

FENCE FOR ADDED STRENGTH.

FABRIC SHALL INCORPORATE A DRAWSTRING IN THE TOP PORTION OF THE

THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE

WASHERS ETC.) PLACED BETWEEN THE FASTENER AND THE GEOTEXTILE FABRIC.

HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS,

USING A SYSTEM OF METAL FASTENERS (NAILS OR STAPLES) AND A

THE FABRIC SHALL BE SECURELY FASTENED TO THE POSTS

FOR SUCH USE.

THE GEOTEXTILE FABRIC SHALL BE RECOMMENDED BY THE MANUFACTURER

ENDS OF THE BARRIER

SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE

AND SEDIMENTATION CONTROL PLANS.

PLACE SILT FENCE AT LOCATIONS AS SHOWN ON THE EROSION

HAY BALES SEDIMENT BARRIERS

SILT FENCE CONSTRUCTION AND INSTALLATION DETAIL

EMBEDDING DETAIL PLACEMENT AND ANCHORING DETAIL

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NOTE: THESE DETAILS ARE ADAPTED FROM

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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

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4C

4C

BAG DETAILINSTALLATION DETAIL

A

A

DUMP STRAPS

(2 EACH)

DUMP STRAPS

FOAM

MIN.

6"

WITHOUT FRAME & GRATE

INLET FILTER INSTALLATION

6" MIN. AT SIDES

GRATE. EXTEND

INLET FRAME AND

SUPPORT AROUND

MOLD WELDED WIRE

OR ON EDGE

2" x 4" LAID FLAT

INLET CASTING

WIRE MESH

GEOTEXTILE

NO. 2 AGGREGATE

SIDEWALL OF INLET

ON EDGE

FLAT OR

2" x 4" LAID

HOLE

6" DIAMETER

BLOCK OR MAKE

REMOVE ONE

OR HOLE

MISSING BLOCK

WIRE SUPPORT.

GEOTEXTILE TO WELDED

AGGREGATE TO SECURE

WITH NO. 2 COARSE

GEOTEXTILE, BACKFILL

AFTER INSTALLATION OF

NOTE:

BLOCK VERTICAL OPENING

OVERFLOW. DO NOT COMPLETELY

TO ALLOW FILTERING FLOOD

VERTICAL FACE OF CURB PIECE

OR ON EDGE PLACED AGAINST

WRAP AROUND 2" x 4" LAID FLAT

HEM PRIOR TO REMOVAL

INSERT REBAR INTO

HEM FOR 2" x 4"

CURB PIECE OPENING

6" OUTSIDE OF GRATE FRAME

GEOTEXTILE HEM EXTENDS

AGGREGATE

CURB WITH NO.2 COARSE

MOLD 2" x 4" AGAINST

WIDTH=W

LENGTH=L

DUMP STRAP

REMOVAL FROM INLET

1" REBAR FOR BAG

CURB OPENING

FOAM

DUMP STRAP

DEPTH=D

SHORE LINE OR DIKE

N.T.S.

SUBMARINE CABLE

STRUCTURE. (WET)

WET EXCAVATION OR BRIDGE

TYPICAL

OR FILLING OPERATIONS.

STREAM

DISCHARGE

POINT

MATERIAL.

GET FOUR THICKNESSES OF

FOLD TOP AND BOTTOM TO

BODY OF WATER

DISCHARGE POINT

TYPICAL

DISCHARGE OF STORM SEWERS DURING CONSTRUCTION, DREDGING

PLACE SILT BARRIER TO PREVENT DRIFTING OF SILT CAUSED BY

GENERAL NOTES:

APPLICATION

APPLICATION

SIDE VIEW

FOLDING DETAIL

EXACT PLACEMENT OF TURBIDITY BARRIER SHALL BE SO AS TO

NOTES:

CONTROL FILTER BARRIERS.

BY INSTALLATION OF APPROPRIATE EROSION

CONSTRUCTION AREAS WILL BE PROTECTED

BARRIER TO FUNCTION, THE ACTIVE

2. IF THERE IS NOT ENOUGH FLOW FOR THE

LIEU OF FLOATS AND WEIGHTS.

TO STAKES DRIVEN INTO THE BOTTOM IN

1. SUITABLE ALTERNATE MAY BE FASTENED

EFFECTIVELY CONTROL SILT DISPERSION UNDER THE CONDITIONS PRESENT.

(IF REQUIRED)

USED AS APPROVED BY CONTRACTING OFFICER.

ONLY. ALTERNATE SOLUTION AND USAGE OF MATERIALS MAY BE

THE DETAILS SHOWN ON THIS SHEET ARE SUGGESTED METHODS

4D

FLOATS

OR ALTERNATE

PLASTIC SHEET

WEIGHT

HOOK (CLOSE TO

PREVENT LOSS)SLIPKNOT

TOP & BOTTOM

BRASS GROMMET

BRASS GROMMET

POSITION

SLACK IN FINAL

MANILA ROPE TO BE

�" NYLON OR

SECTION B-B

�" DIA. ALUM. ROD

COTTER PIN THRU ROD

EXISTING INLET

NEW CONSTRUCTION

INLET FILTER - TYPE 2

FLOATING TURBIDITY BARRIER

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