plans Amendend 5-SEBRNG.pdf

LEVEE TOE SWALE

2’ WIDE VEGETATED

N

60’

SCALE:1"= 30’

0 30’

C-105

O .G .M

S H

E E

T C -1

S T

A

M A

T C

H L

IN

E

S T

A T

O S

T A

L E

V E

E P

L A

N

W .S

TOP OF LEVEE

LIMIT OF CONTRACTORS WORKING AREA

GUIDE RAIL

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:

R .U

T .C .M

(SEE DETAILS ON SHEET C-539)

WITH 6" LAYER OF SEEDED TOPSOIL

REVETMENT PROTECTION

ARTICULATED CONCRETE BLOCK

100’

/2

/2

EL. 51.00

PVI STA. 26+78.26

EL. 50.60

PVI STA. 17+28.26

> OVERTOPPING AREA

EL. 51.20

PVI STA. 27+78.26

EL. 51.50

PVI STA. 29+30

END OF LEVEE

(TO BE REMOVED BY OTHERS)

SEE SHEET C-533

FOR PROFILE AND DETAIL,

TEMPORARY LEVEE TIE-OFF BERM

A M

E N

D M

E N

T

D

D R

E V

IS

E C

A L L O

U T S

/0

/2

A M

E N

D M

E N

T

R

V

C O

N T

W O

R K ’G A

R E

A

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 :5

: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

N Y

B O

R D

E R

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

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

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

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

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

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

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

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

L E

V .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

L E

V .d g n

:5

:4

P

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

MH

MH

MH

W

W

W

(CAN’T

OPEN)

8" VCP

42" R

CP

15"

RCP

INV 33

.83

GRAVEL

ROAD

9GBT

964GBT

61490GBT

NO#

P---9-6M--

61491GBT

61493GBT

Wetlan d Lim its

C

P

RIM 35.07

VERITCAL PIPE

WATER

LOT 20

LOT 7

LOT 8

LOT 9

LOT 10

LOT 11

LOT 19

BLOCK 70

-F

BLOCK 70

-F

Iron Pipe

(fd.)

Iron Pipe

(fd.)

26+00

27+00

28+00

S L

O P

E S

L O

P E

SLOPE

4:1

SLOPE

5:1

N 638,550

N 638,100

N 638,250

N 638,400

N 638,550

N 638,700

E

,0

,9

E

,0

,1

E

,0

,2

E

,0

,6

E

,0

,5

E

,0

,3

N 638,400

N 638,250

N 638,100

N 637,950

E

,0

,6

E

,0

,9

E

,0

,5

E

,0

,3

E

,0

,1

E

,0

,8

E

,0

,8

GRAVEL

ROAD

LOT 20

LOT 7

LOT 8

LOT 9

LOT 10

LOT 11

LOT 19

BLOCK 70

-F

BLOCK 70

-F

Iron Pipe

(fd.)

Iron Pipe

(fd.)

GREEN BROOK

30.5

30.7

30.79

30.82

30.86

30.86

30.9

30.93

30.93

30.98

30.99

31.00

31.00

31.02

31.01

31.02

31.02

31.03

31.03

31.03

31.03

31.04

31.08

31.08

31.08

31.09 31.09 31.11

31.11

31.10

31.11

31.11 31.10

31.12

31.1

31.1

31.21

31.2

31.26

31.26

31.29

31.34

31.35

31.39

31.40

31.40 31.40

31.42

31.43

31.53

31.58 31.60

31.60

31.60

31.60

31.62

31.62

31.63

31.65

31.65

31.66

31.66

31.66

31.66

31.68

31.68

31.7

31.69

31.69

31.72

31.72

31.72

31.74

31.76

31.76

31.77 31.77

31.8

31.81

31.85

31.9

31.86

31.9

31.88

31.94

32.03

32.1

32.12

32.17

32.20

32.2

32.24

32.3

32.26

32.38

32.42

32.41

32.59

32.6

32.7

32.8

32.8

32.8

32.9

32.9

33.1

33.1

33.1

33.2

33.2

33.24

33.5

33.6

33.7

33.7

33.7

33.7

33.83 33.93

34.08

34.2

34.2

34.3

34.3

34.37

34.6

34.64

34.65

34.7

T

F

35.07

35.2

35.4

35.57

36.1

36.66 36.71

36.75 37.65

37.7

37.7 37.7

37.81

MH

37.8 37.8 37.9

37.98

38.04

38.1

38.17

38.19

38.3 38.3

38.71

38.73

38.99

39.08

39.17

39.58

40.1 40.2

40.4

40.8

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

CB

EX. INLET

RESET

INV OUT 38.50

INV IN 38.78

GRT EL. 43.81

’B’ TYPE INLET

CONNECT W/18" OPENING

ADJACENT TO EXIST.

FORM NEW INLET

AND PIPE

REMOVE EX. INLET

INV. EL. 40.10

GRT EL. 43.45

’B’ TYPE INLET

INV. OUT EL. 40.60

GRT EL. 44.60

’B’ TYPE INLET

@ 3.50% SLOPE

EX. INV. OUT EL. 39.40

EX. INV. IN EL. 39.55

GRT. EL. 44.90

RESET INLET

CB

P

N

60’

SCALE:1"= 30’

0 30’

O .G .M

W .S

SHEET C-104MATCH LINE

C-106

D R

A

IN

A G

E P

L A

N

N O

R T

H S

ID

E R

O A

D W

A Y

R .U

T .C .M

/0

/2

A M

E N

D M

E N

T

V

C O

N T

W O

R K ’G A

R E

A

WORKING AREA

LIMIT OF CONTRACTORS

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 :4

: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 -1

R D

Y .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

R D

Y .d g n

:4

:4

SHEET OF 281

DATETHOMAS C. MacALLEN

J U

N E

X J

X

J

X J

X J

CB

CB

C B

C B

CB

CB

C B

CB

CB

CB

C B

C B

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

M.B.M.B

M.B .M.B.M.B.

Post

Post

Post Post

Post

Post

Post

Post

Post Post

Post Post

Post

Post PostPost

Post

Post

PostPost

Post Post

Post Post Post

Post Post

Post Post

W

W

W W

W

G V

W

M H

M H

G V

G V

MH

MH

C B

CB

CB

CB

C B

C B

C B

CB

C B

CB

MH

MH

MH

CO

MH

C

B

CB

W

C O

B B

O

U

R B

CONC. CURB

B

IT

U M

P A

V E

M E

N T

CO

NC. CURB

COBBLE STONE CURB

BITUM

. PAV

EM

ENT

INV 37.44

(OUT)

D

S

D E

P R

C U

R B

BITUM. PAVEMENT

CO

NC. CURB

CO

NC. CURB

C.C.

CONC. GR 38.39

INV 35.59

(IN)

INV 30.91

RIM 39.1

INV N.A.

RIM 39.2

GRO

UND

6" WATER

4" GAS

P

P

P

P

18" R

CP

15" RCP

R C P

P

15"

RCP

I/PIPE

INV 45.85

15" CMP

18" RCP

42" RCP

G R

.2

IN

V

.4

GR 43.64

INV 37.57

(IN)

G R

.5

IN

V

.5

INV 41.72

RIM 51.3

RIM 45.

INV 41.49

RIM 53.5

INV 42.34

RIM 51.56

RIM 51.7

INV 41.93

GR 53.13

INV 47.93

42" RCP

P

GR 42.52

INV 40.00

BITUM

. DRIV

E

RIM 44.

INV N.A.

G R

.8

IN

V

.3

(O

U T

INV

GR 43.11

GR 41.8

RIM 42.06

INV 32.76

(OUT)

IN

V

.1

G

R

.6

G R

.7

IN

V

.9

R

IM

.0

G R

.8

GR 51.70

INV 46.80

RIM 5

2.22

INV 41.

GR 42.79

INV 38.24

GR 40.63

INV 37.48

GR 42.06

INV 38.53

(IN)

GR 40.77

INV 38.06

RIM 43.

INV 31.99

GR 40.01

INV 37.11

RIM 39.86

C

O N

C

C U

R B

C O

N C

C U

R B

O/PIPE

INV 30.50

INV 37.08

O/PIPE

I/PIPE

INV 36.79

12" RCP 12" RCP

INV 36.72

O/PIPE

I/PIPE

INV 36.14

6" PVC

INV

W

T E

R

8" P

VC

15" RCP

8" PVC

8" PVC

INV 44.65

P

P

P

IN

V

.67

(IN

18" RCP

INV 34.41

IN

V

.3

IN

V

.8

IN

V

.4

INV 36.5

INV 40.49

V

C

INV 37.21 (

OUT)

P V

C

O/PIPE

INV 36.61

12" RCP

12" R

CP

12" RCP

IN

V

.9

P V

C

GR 39.30

2-6" PVC

(CAN’T OPEN)

INV 33.61

O/PIPE

INV 35.48

(OUT)

15"RCP

P

INV 35.71 (

OUT)

INV 36.01 (

IN)

(CAN’T OPEN)

D

22"(D)

8"(C)

8"

PVC

7"(D)

8" VCP

42" RCP

GR 43.05

CONC. CURB

CO

NC. CURB

6" WATER

BITUM. PARKING AREA

BITUM. PARKING AREA

BITUM. PARKING AREA

PAVED DW

Y.

WATER METER

ABUTMENT

C O

B B

O

R B

1733GBT

BT444GRB

W O

IC

K

N C

E

6’ WOOD PICKET FENCE

6’ WOOD PICKET FENCE

6’ WOOD PICKET FENCE

W O

IC

K

N C

E

U.S. R

OUTE 22

EDGE OF DECK

G B T

G U

Y P

O

LE

61483GBT

NO#

METAL LP

G B

T

PS60555

60555GBT

61485GBT

61284GBT

60554GBT

60556GBT

60552GBT

60552GBT

60551GBT

60550GB

617616

61486GBT

61762GB

61487GBT

60553GBT

GREEN BROOK

Woods

Woods

LAMP

LAM

P

UP W

/LAM

P61732GBT

BT445GRB

1378GBT

BT446GRB

LP#1379

LP#1380

LP#1348

L P

G B

T

8" WATER

GR 40.65

INV 34.95

GR 40.43

15" RCP

48" RCP

INV 32.68 (OUT)

INV 37.43 (IN)

INV 34.32 (IN)

P

V C

INV 31.20

INV 31.10

S L

O

S E

M E

N T

LOT 2

LOT 7

LOT 11

LOT 1

LOT 2

LOT 3

20’ JOINT MEETING SEWER R.O.W.

(50’ R.O.

W.)

(90’ R.O .W.)

EXISTING LINE

EXISTING LINE

EXISTING LINE

LOT 8.01 LOT 8.02

BLOCK 2

GREENBROOK

W

C B

C B

CB

@ 4.00% SLOPE

INV OUT 38.35 EX OUT

INV IN 38.67 EX/PROP

PIPE TO BE REMOVED

PLUG EXIST. INFLUENT

GRT EL. 43.81

RESET EX INLET

S E

B R

IN

G S

- M

IL

L S R

O A

D

C P

MAR

2 4

8 4

40 (F)

(F)

(C) (C)

F

5( F

45 4

5.5

.5

1.5

(F

(F)

C O

B B

O

R B

CONC. CURB

CO

NC. CURB

COBBLE STONE CURB

D E

P R

C U

R B

CO

NC. CURB

CO

NC. CURB

C.C.

G R

O U

N D

GRO

UND

C O

N C

C U

R B

C O

N C

C U

R B

CONC. CURB

CO

NC. CURB

C O

B B

O

R B

U.S. R

OUTE 22

GREEN BROOK

S L

O

S E

M E

N T

LOT 2

LOT 7

LOT 11

LOT 1

LOT 2

LOT 3

20’ JOINT MEETING SEWER R.O.W.

(50’ R.O.

W.)

(90’ R.O .W.)

EXISTING LINE

EXISTING LINE

EXISTING LINE

LOT 8.01 LOT 8.02

BLOCK 2

GREEN BROOK

GREENBROOK ROAD EAST

RAM

P C

S E

B R

IN

K S

M

IL

A D

F

(F)

F

F

(F)

GRT. EL. 44.70

RESET EX. INLET

DRIVEW

AY

COM

M

ERCIAL

37.4

38.338.4

38.7

38.7 39.6

39.7

40.2

40.3

40.4

40.4

40.4

40.5

40.5

40.7

40.8

40.8

40.9

40.9

40.9

41.4

41.6

41.7

41.8

41.8

41.8

42.3

42.4

42.5

42.7

42.8

43.1 43.1

43.2

43.4

43.5

43.7

43.7

43.7

44.5

44.5

44.6

44.6

44.9

45.6

45.6

46.1

46.1

47.8

48.2

48.3

48.4

48.8

49.4

49.5

50.7

51.2

51.3

51.4

51.5

51.5

51.5

51.5

51.7

51.7

51.8

51.9

51.9 52.2

52.2

52.2

52.6

52.6

52.8

53.1

53.2

53.2

53.4

53.6

53.6

53.6

53.7

53.7

53.8

53.8

54.4

54.4

54.5

54.6

54.7

54.9

54.9

54.9

55.2 55.2

55.3

55.4

55.7

56.2

56.3

Submitted by:

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

N.T.S.

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

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

HAY BALES SEDIMENT BARRIERS

SILT FENCE CONSTRUCTION AND INSTALLATION DETAIL

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

3.

4.

5.

6.

7.

2.

1.

PLACEMENT AND ANCHORING DETAIL

EMBEDDING DETAIL

CG502

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SHEET

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

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

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

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

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

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

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

N .J T

E L -7

-0

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4C

4C

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

BAG DETAILINSTALLATION DETAIL

SHORE LINE OR DIKE

N.T.S.

SUBMARINE CABLE

STRUCTURE. (WET)

WET EXCAVATION OR BRIDGE

OR FILLING OPERATIONS.

STREAM

DISCHARGE

POINT

MATERIAL.

GET FOUR THICKNESSES OF

FOLD TOP AND BOTTOM TO

BODY OF WATER

DISCHARGE POINT

DISCHARGE OF STORM SEWERS DURING CONSTRUCTION, DREDGING

PLACE SILT BARRIER TO PREVENT DRIFTING OF SILT CAUSED BY

GENERAL NOTES:

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

�" DIA. ALUM. ROD

COTTER PIN THRU ROD

FLOATING TURBIDITY BARRIER

INLET FILTER - TYPE 2

NEW CONSTRUCTION

EXISTING INLET

SECTION B-B

SIDE VIEW

FOLDING DETAIL

TYPICAL

APPLICATION

TYPICAL

APPLICATION

CG503

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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

N .J T

E L -7

-0

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

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C o rp o ra ti o n

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N.T.S.

FLOATS

WEIGHT BOTTOM

ALTERNATE TO FIT EXISTING CONDITION AS APPROVED

0.25 MM POLYETHYLENE PLASTIC SHEET OR SUITABLE

100’ SECTION

10’

4.5#

1’

BY THE CONTRACTING OFFICER.

B

B

FLOATS

SECTIONS.

TO CONNECT

2’ C.C.

GROMMETS AT

BOTTOM FOLD

TYPE AS TOP AND

3" FOLD SAME

T O

P

F O

L D

5’

FLOATS.

FLOAT BETWEEN END

AND EVERY SECOND

ATTACHED TO END FLOATS

WEIGHTS ARE TO BE

WEIGHTS. ROPES AND

AS A PICK-UP LINE FOR

OF BARRIER BY SERVING

REMOVAL OR RELOCATION

REINFORCEMENT AIDS IN

ROPE FORMS

�" NYLON OR MANILA

REMOVAL FROM INLET

1" REBAR FOR BAG

FLAT WASHERS)

NYLON ROPE, 2"

RESTRAINT (1/4"

EXPANSION

INLET FILTER BAG

GRATE

INLET

GENERAL NOTES:

OR FINAL GRADING AND ESTABLISHMENT OF VEGETATION.

2. FILTER FABRIC, WOOD PIECE TO BE REMOVED AFTER PAVING

1. CONTRACTOR TO CLEAN INLET FILTERS AFTER EVERY STORM.

N.T.S.

4C

INLET FILTER TYPE 1

FRONT VIEW

SECTION A-A

L O

C A

T I

O N

F

H

E C I

F I

C

V A

R I

Q U I

R E

D

WATER SURFACE

F O

L D

BRASS GROMMET

5’

WEIGHT

THE NJDOT STANDARD DETAILS.

NOTE: THESE DETAILS ARE ADAPTED FROM

Submitted by:

LP002

E .T

WEIGHT

BY

PERCENT

NAME

SCIENTIFIC

NAME

COMMON

SEED

PURITY

GERMINATION

MAXIMUM WEED

6.5

2.0

0.5

0.5

0.5

0.5

0.5

0.25

0.25

95%

98%

98%

95%

95%

98%

95%

98%

95%

95%

95%

95%

95%

87%

84%

95%

84%

84%

87%

84%

84%

84%

84%

84%

84%

84%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

CAREX VULPINOIDES

ANDROPOGON SCOPARIUS

AGROSTIS STOLONIFERA

VERBENA HASTATA

JUNCUS EFFUSUS

SCIRPUS ALTROVIRENS

EUTHAMIA GRAMINIFOLIA

GLYCERIA GRANDIS

CAREX LURIDA

SCIRPUS POLYPHYLLUS

CAREX COMOSA

CAREX LUPULINA

SCIRPUS CYPERINUS

VERATRUM VIRIDE

BROMUS LATIGLUMIS

CAREX SCOPARIA

GEUM LACINIATUM

HELENIUM AUTUMNALE

ZIZIA AUREA

CINNA ARUNDINACEA

LUDWIGIA ALTERNIFLORA

MIMULUS RINGENS

PENTHORUM SEDOIDES

PYCNANTHEMUM TENUIFOLIUM

JUNCUS ACUMINATUS

SANGUISORBA CANADENSIS

FOX SEDGE

LITTLE BLUESTEM

CREEPING BENTGRASS

BLUE VERVAIN

SOFT RUSH

GREEN BULRUSH

GRASS-LEAVED GOLDENROD

AMERICAN MANNAGRASS

LURID SEDGE

MANY-LEAVED BULRUSH

COSMOS SEDGE

HOP SEDGE

WOOLGRASS

FALSE HELLEBORE

WILD BROME GRASS

BLUNT BROOM SEDGE

ROUGH AVENS

COMMON SNEEZEWEED

GOLDEN ALEXANDERS

WOOD REEDGRASS

SEEDBOX

SQUARE STEMMED MONKEY FLOWER

DITCH STONECROP

NARROWLEAF MOUNTAIN MINT

SHARP FRUITED RUSH

CANADIAN BURNET

WETLAND MIX

WEIGHT

BY

PERCENT

NAME

SCIENTIFIC

NAME

COMMON

SEED

PURITY

GERMINATION

MAXIMUM WEED

80%

98%

95%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

98%

POA PALUSTRIS FOWL BLUEGRASS

ANDROPOGON SCOPARIUS LITTLE BLUESTEM

ARGOSTIS SCABRA ROUGH BENTGRASS

ARGOSTIS STOLONIFERA CREEPING BENTGRASS

CAREX VULPINOIDEA FOX SEDGE

ASTER PUNICEUS PURPLE STEMMED ASTER

VERBENA HASTATA BLUE VERVAIN

CAREX LUPULINA HOP SEDGE

BIDENS ARISTOSA SHOWY TICKSEED SUNFLOWER

ASTER UMBELLATUS FLAT-TOP ASTER

SOLIDAGO PATULA ROUGH-LEAF GOLDENROD

SWALE MIX

WEIGHT

BY

PERCENT

NAME

SCIENTIFIC

NAME

COMMON

SEED

PURITY

GERMINATION

MAXIMUM WEED

80%

98%

95%

95%

84%

87%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

80%

ANDROPOGON SCOPARIUS LITTLE BLUESTEM

ARGOSTIS SCABRA ROUGH BENTGRASS

ARGOSTIS STOLONIFERA CREEPING BENTGRASS

LEERSIA ORYZOIDES RICE CUTGRASS

CAREX CRINITA FRINGED SEDGE

CAREX LUPULINA HOP SEDGE

SCIRPUS CYPERINUS WOOLGRASS

SCIRPUS EXPANSUS WOOD BULRUSH

EUPATORIUM FISTULOSUM JOE PYE WEED

RUDBEKIA HIRTA BLACK-EYED SUSAN

ASCLEPIAS SYRIACA COMMON MILKWEED

VERONIA NOVEBORACENSIS NEW YORK IRONWEED

ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER

BIDENS ARISTOSA SHOWY TICKSEED SUNFLOWER

FLOODPLAIN MIX

GRASS SEEDING RATES ARE AS FOLLOWS:

LAWN MIX

SWALE MIX 20 LBS/ACRE

FLOODPLAIN MIX 15 LBS/ACRE

WETLAND MIX 15 LBS/ACRE

2.1.2 SEEDING RATES

WEIGHT

BY

PERCENT

NAME

COMMON

OF THE FOLLOWING:

VARIETIES -ONE OR MORE

SEED

PURITY

GERMINATION

MAXIMUM WEED

98% 80%

TALL FESCUE

BLUEGRASS

PERRENIAL RYEGRASS

REBEL EXEDA

FALCON, ESCALADE, MUSTANG 3,

APACHE, FIDELITY, BLACKWATCH,

ECLIPSE, P-105, TOUCHDOWN

AVALANCHE, BRISTOL, TOTAL

PIZZAZZ, PREMIERII, YORKTOWN II

ALL STAR2, PALMERIII, PENNANTII

LAWN MIX

S E

E D

IN

G T

A B

L E

S A

N D N

O T

E S

L A

N D

S C

A P

E

G .O

’B

S .A

T .C .M

3.5

3.5

2.5

2.5

2.5

263 LBS/ACRE OR 6 LBS/1000 SF

STRAW MULCH CANNOT BE IMMEDIATELY APPLIED AFTER SEEDING.

RAINFALL (WITHIN 24 HOURS), SEEDING WILL NOT BE PERMITTED WHEN

APPLIED WITHIN (2) DAYS. HOWEVER, IN THE EVENT OF ANTICIPATED

SEEDING. SEEDING IS NOT PERMITTED WHEN STRAW MULCH CANNOT BE

TO THE SPECIFICATIONS CONTAINED HEREIN WITHIN (2) DAYS OF

MATERIAL. ALL SEEDED AREAS MUST BE ADEQUATELY COVERED ACCORDING

STALKS OF OAT OR WHEAT, FREE FROM NOXOIUS WEDS AND OTHER

NOT ACCEPTABLE, DUE TO ITS HIGH WEED CONTENT. STRAW SHALL BE

GRASSES, WELL CURED TO LESS THAN 20% MOISTURE, BY WEIGHT. HAY IS

THE MATERIAL FOR MULCH SHALL BE STRAW OR OTHER ACCEPTABLE NATIVE

8. STRAW MULCH

WATERED TO ESTABLISH THE VEGETATIVE COVER.

MULCH OR HYDROMULCH. BROADCAST SEEDED AREAS SHALL BE ADEQUATELY

ALL SEEDED AREAS SHALL BE COVERED WITH A LIGHT LAYER OF STRAW

HYDROSEEDING IN ACCORDANCE WITH SEED SUPPLIERS RECOMMENDATIONS.

SEEDED. SEEDING SHALL BE DONE BY BROADCAST METHODS OR

SEEDING SHALL BE DONE IN THE DRY; FLOODED AREAS SHALL NOT BE

ALL SEEDING SHALL BE CONDUCTED DURING THE DORMANT SEASON.

7. SEEDING

SHALL MEET THE FOLLOWING REQUIREMENTS:

HARVESTED FROM THE PREVIOUS GROWING SEASON. THE SED MIXTURES

SHALL NOT BE USED AND WILL BE REJECTED. SEED SHALL HAVE BEEN

NOT OPENED UNTIL NEEDED FOR USE. DAMAGES OR FAULTY PACKAGES

DELIVERED AND STORED IN ORIGINAL UNOPENED PACKAGES, KEPT DRY, AND

MIX, SUPPLIERS NAME AND GUARNATEE OF ANALYSIS. SEED SHALL BE

ORIGINAL, UNOPENED BAGS SHOWING THE NET WEIGHT, COMPOSITION OF

SEED SHALL BE CLEAN AND FRESH AND DELIVERED TO THE SITE IN THE

6. SEED

SURFACE FOR SEEDING.

RAKED OR FURROWED TO LOOSEN THE SOIL AND CREATE A TEXTURED

ENGINEER OR FINAL PLANS. PRIOR TO SEEDING, FINAL GRADE SHALL BE

ABRUPT CHANGE OF SURFACE, UNLESS OTHERWISE DIRECTED BY THE

ALL SEEDING AREAS SHALL BE SMOOTH, EVEN AND UNIFORM WITH NO

5. FINISH GRADING

WEEDS AND INVASIVES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED.

BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ALL

4. WEEDING

ESTABLISHED FOR LANDSCAPE CONSTRUCTION AND PLANTING.

LANDSCAPE WORK SHALL BE ACCORDING TO THE WORKMANLIKE STANDARDS

3. GENERAL WORK PROCEDURES

MATERIAL OR SEEDING INSPECTIONS TO INSURE QUALITY.

THE ENGINEER AND/OR THEIR REPRESENTATIVE MAY MANDATE SEED

GENERAL - ALL MATERIAL SHALL BE THE BEST OF ITS KIND AVAILABLE.

2. MATERIALS

ENGINEER.

THE CONTRACT PLANS AND SPECIFICATIONS AND AS DIRECTED BY THE

OBTAINS OPTIMAL GERMINATION AND LONG TERM SUCCESS ACCORDING TO

INSTALLING SEED, STRAW MULCHING AND MULCH BINDER IN A WAY THAT

EQUIPMENT, AND ANY OTHER INCIDENTALS REQUIRED FOR FURNISHING AND

(RAKING), SEEDING, AND MULCHING, AND ALL LABOR, MATERIALS,

THIS WORK SHALL CONSIST OF SOIL PREPARATION, FINISH GRADING

1. SCOPE OF WORK

SEEDING SPECIFICATIONS/NOTES

/2

/2

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GRASS GERMINATION.

COOL-SEASON GRASS GERMINATION AND 65°F FOR WARM-SEASON

SOIL TEMPERATURES REQUIRED FOR GERMINATION: 55°F FOR

NOTE: SEEDING TIMES ARE DETERMINED BY CONSISTENT AVERAGE

CONTROL

MIX. REFER TO NOTES ON SHEET CG002 EROSION AND SEDIMENT

NO PERMANENT SEEDING ALLOWED. SEED WITH EROSION CONTROL

WINTER (DORMANT PERIOD) NOVEMBER 16 TO MARCH 31-

SEEDING ALLOWED (WITH EROSION CONTROL MATS ONLY)

MID FALL (DORMANT PERIOD) OCTOBER 15 TO NOVEMBER 15-

CONTROL

REFER TO NOTES ON SHEET CG002 EROSION AND SEDIMENT

SEEDING ALLOWED. SEED WITH EROSION CONTROL MIX.

GROWING SEASON - JUNE 2 TO AUGUST 21 - NO PERMANENT

SEEDING ALLOWED

LATE SUMMER SEASON - AUGUST 22 TO SEPTEMBER 10-

SPRING SEASON - APRIL 1 TO JUNE 1 - SEEDING ALLOWED

9. SEEDING PERIODS

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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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Submitted by:

FACE OF CONCRETE

SPACING

REINFORCEMENT

SECONDARY

M

M

M

LENGTH, INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

MINIMUM LAP

LENGTH, INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

MINIMUM LAP

BASIC TABLE ALTERNATE TABLE

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI

TOP OTHER TOP OTHER TOP OTHER TOP OTHER

7. MINI CAISSON NOTES:

(A)

(B)

(C)REINFORCING BARS TO CONFORM WITH ASTM A615/A615M, GRADE 75.

(D)GROUT SHALL BE 5000 PSI. SEE SPECIFICATION 31 63 26 PARAGRAPH 2.2.

(E)

T H

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SCHEDULE 80. SPIRAL OR LONGITUDINALLY WELDED CASING PIPES ARE NOT PERMITTED.

PILE CASING TO CONFORM TO ASTM A252, GRADE 3, SEAMLESS AND BE SIZED 10" DIA.

PRIMARY REINFORCEMENT

SECTION 31 63 26.

MICRO PILES WILL BE SUPPLIED AND INSTALLED IN ACCORDANCE WITH SPECIFICATION

ACCORDANCE WITH EM 1110-2-2105, CHAPTER 4.

OCCURRING ANYWHERE ALONG THE LENGTH OF THE SHAFT. THE DESIGN SHALL BE IN

(SEE DESIGN CAPACITY CHART ON SHEET S-603) AND A MAXIMUM MOMENT OF 80 KIP-FT

COMBINED STRESSES BASED ON THE DESIGN CAPACITIES OF THE MINI CAISSONS

ACCORDANCE WITH SPECIFICATION 31 63 26. THE SYSTEM SHALL BE DESIGNED FOR THE

SUBMITTED FOR GOVERNMENT REVIEW AND APPROVAL PRIOR TO CONSTRUCTION IN

MINI CAISSON SYSTEM SHALL BE DESIGNED BY CONTRACTOR’S NJ LICENSED ENGINEER AND

IC

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66 51

SIZE

BAR

10 77

18 14

59 100

24 18

77 46

11 85 65 110 85 51 39

REINFORCEMENT CLEARANCE DETAIL

NOT TO SCALE

S-002

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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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Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

4.

(F)

(E)

(D)

(C)

(B)

(A)

5.

(A)

STEEL NOTES:

MISCELLANEOUS NOTES:

REINFORCEMENT EMBEDMENT AND SPLICE TABLE NOTES:

SHEET PILING NOTES:5.

(A)

FOUNDATION NOTES:6.

(E)

(D)

(C)

(B)

(A)

ALL CONSTRUCTION JOINTS BELOW G.W. ELEVATION SHALL BE PROVIDED WITH WATERSTOPS.

(B)EXCEPT AS NOTED, ALL SHEET PILES SHALL BE PZ-22, ASTM A328 AND GRADE 50.

ACCORDANCE WITH ACI 318-02.

CONCRETE THE TABLE SHOULD BE ADJUSTED FOR 5000 PSI CONCRETE IN

6. THE TABLES SHOWN ABOVE ARE FOR 4000 PSI CONCRETE. FOR 5000 PSI

CONSIDERATIONS.

REINFORCING BARS. IF EPOXY COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL

5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED

THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

WITH RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE

4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES

SEE ACI 318 FOR APPROPRIATE GUIDANCE.

THE CENTER TO CENTER BAR SPACING LATERALLY IS LESS THAN 3 DIAMETERS,

3. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETERS OR

MUST BE AT LEAST 2.5 BAR DIAMETERS.

(B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

(A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.

CONDITIONS ARE MET:

2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING

MUST BE AT LEAST 2 BAR DIAMETERS.

(B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

(A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS.

1. USE THE BASIC TABLE IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

EDGE OF HOLES SHALL BE A MINIMUM OF 1 1/2" FROM BOTTOM OF BASE SLAB.

IN THE T-WALL BASE SLAB, THE CONTRACTOR SHALL PROVIDE HOLES 3" IN DIAMETER.

WHERE HOLES ARE NOT LOCATED WITHIN THE PORTION OF THE SHEET PILING EMBEDDED

WHERE INDICATED ON DWGS. TO PASS REINFORCING STEEL THROUGH HANDLING HOLES AND

(P)

(O)

(N)

(M)

(L)

(K)

(J)

(I)

(H)

3.

FLOODWALL GENERAL NOTES:

CONCRETE NOTES:

ARCHITECTURAL TREATMENT IS REQUIRED FOR ALL FLOODWALLS (SEE NOTE 5, RETAINING WALLS)

WALL LINE REFERS TO CENTERLINE OF WALL STEM.

2.

1.

(N)

(M)

(L)

(K)

(J)

(I)

(H)

NOTED OTHERWISE.

ALL WELDING TO MILD STEEL SHALL COMPLY WITH AWS D1.1 CYCLIC CRITERIA UNLESS

SEE SPECIFICATIONS.

ITEMS MARKED C.R.S. SHALL BE CORROSION RESISTANT STEEL (STAINLESS STEEL),

MADE FOR MACHINING.

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; ALLOWANCES SHALL BE

ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.DETAILED INFORMATION SHALL BE SHOWN

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND

SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE.

ALL WELDING SHALL BE ELECTRIC WELDING. WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE, ALL EDGES OF THE CONTACT, UNLESS OTHERWISE NOTED.

CONTACTS SHALL BE SEALED WATERTIGHT BY RUNNING A CONTINUOUS FILLET WELD ALONG

TO PREVENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES IN CONTACT, ALL SUCH

6. COMPOSITE WALL NOTES:

ALSO BE CAPABLE OF DRILLING THROUGH HARD MATERIALS AND ROCK.

CAPABLE OF DUPLEX DRILLING OF REQUIRED DIAMETER TEMPORARY CASING. THE DRILL SHALL

THE DRILL RIG FOR SOLDIER PILE INSTALLATION SHALL BE A ROTARY HYDRAULIC DRILL

THE CONTRACT SPECIFICATIONS.

THE CONTRACTOR SHALL COMPLY WITH THE VIBRATION MONITORING REQUIREMENTS ON

CONTRACTING OFFICER.

TO REDUCE THE VIBRATIONS BELOW THE ACCEPTABLE LIMITS OR AS DIRECTED BY THE

THE CONTRACTOR SHALL PERFORM PRE-TRENCHING FOR SHEET PILES AS REQUIRED IN ORDER

SOLDIER PILES OR SHALL CONSIDER SUITABLE ACCESSORIES.

LENGTH OF THE SHEET PILES CONSIDERING THE DRIVABILITY OF SHEET PILES NEXT TO

SOLDIER PILES AND SHEET PILES. IF APPLICABLE, THE CONTRACTOR SHALL ESTIMATE THE

AND PILE DRIVING HAMMERS CONSIDERING THE SITE CONDITIONS AND LAYOUT OF THE

IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SELECT SUITABLE DRILL RIGS

BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY OBSTRUCTIONS.

OF THE ROCK ALSO MAY VARY FROM THAT INDICATED ON THE BORING LOGS. IT WILL

INDICATED ON THE BORING LOGS. THE COMPACTNESS OR STIFFNESS OF SOIL AND STRENGTH

CONTRACTOR IS CAUTIONED THAT SOIL AND ROCK ELEVATIONS MAY VARY FROM THAT

DRAWINGS TO UNDERSTAND THE SUBSURFACE CONDITIONS AT THE PROJECT SITE. THE

THE CONTRACTOR SHALL REVIEW ALL SOIL/ROCK BORING LOGS PROVIDED ON THE CONTRACT

(E)

(D)

(C)

(B)

(A)

ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 2004.

ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN

BY THE DIAMETER OF THE BAR.

NOTED. THE COVER FOR SECONDARY REINFORCEMENT MAY BE REDUCED FROM THE ABOVE

ALL PRIMARY REINFORCEMENT SHALL HAVE A MINIMUM COVER OF 4" UNLESS OTHERWISE

(G)

(F)

FOR T-WALL CONCRETE SPECIFICATIONS, SEE SECTION 03 31 01.00 10.

"WINDOWS" IN THE FORMS TO FACILITATE CONCRETE PLACEMENT AND CONSOLIDATION.

JOINTS AT APPROXIMATELY ONE HALF OF THE WALL HEIGHT OR SHALL EMPLOY TEMPORARY

FOR "T-WALL" CONCRETE PLACEMENT, THE CONTRACTOR SHALL EITHER PLACE CONSTRUCTION

AND SURFACES COVERED BY BACKFILL SHALL BE CLASS ’’D’’ FINISH, UNLESS OTHERWISE NOTED.

ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS ’’A’’ FINISH

SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR’S EXPENSE.

SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL

ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.

ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE DRAWINGS, WHERE

SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE

EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS

THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND

OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING OFFICER.

REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND OTHER

REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.

CONCRETE REINFORCING STEEL INSTITUTE.

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE

OR APPROVED EQUAL.

WORK ATTACHED TO COMPLETED CONCRETE SHALL BE ANCHORED WITH HILTI "ADHESIVE-BOLTS"

PLACE INVERTED STIRRUPS AT CANTILEVER BEAMS AND CONTINUOUS BEAMS.

MINIMUM REINFORCING TO BE #4@12" O.C.

REINFORCEMENT AND EXTENDING 44 DIAMETERS BUT NOT LESS THAN 18 INCHES INTO THE SLAB.

PROVIDE NEGATIVE STEEL TRANSVERSELY IN THE TOP OF SLAB EQUAL TO THE TEMPERATURE

WHERE BEAMS, GIRDERS OR SUPPORTING WALLS RUN PARALLEL TO PRINCIPAL SLAB REINFORCEMENT, (G)

(F)

(E)

EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

UNLESS OTHERWISE NOTED, PROVIDE " CHAMFER AT ALL EXPOSED JOINTS, EDGES,

LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT

SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR

CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT

REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

2500 PSI AT 28 DAYS, 56 DAYS IF POZZOLAN OR SLAG IS USED.

STABILIZATION SLAB CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( f’c ) OF

28 DAYS, 56 DAYS IF POZZOLAN OR SLAG IS USED, UNLESS OTHERWISE NOTED.

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( f’c ) OF 4000 PSI AT

(E)

(D)

(C)

(B)

(A)

PUMP STATION AND CONTROL BUILDING GENERAL NOTES (CONT’D):

ALL EMBEDDED METAL, PIPE SLEEVES AND PIPING TO BE IN PLACE BEFORE CONCRETE IS PLACED.

FLOOR/ROOF OPENINGS MORE THAN 12" SHALL BE REINFORCED WITH ADDITIONAL REINFORCEMENT.

PROVIDE ADDITIONAL REINFORCING BARS PER TYPICAL DETAILS.

MINIMUM REINFORCEMENT IN SLAB/WALL SHALL BE #4@12" EACH WAY, U.O.N.

WELDING TO STEEL BEAMS OR COLUMNS.

BEAMS OR COLUMNS SHALL BE ANCHORED BY EMBEDMENT IN AN APPROVED MANNER OR BY

UNLESS OTHERWISE SHOWN ON PLANS, STEEL REINFORCEMENT WHERE INTERRUPTED BY STEEL

OF ACTUAL ULTIMATE TENSILE STRESS TO ACTUAL YIELD STRESS IS NOT LESS THAN 1.25.

EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 P.S.I., AND THAT THE RATIO

CERTIFICATES WITH TEST RESULTS SHOWING THAT ACTUAL YIELD STRENGTH DOES NOT

REINFORCING BARS FOR SEISMIC INTERMEDIATE MOMENT RESISTING FRAMES SHALL HAVE MILL

FOR MEMBERS IN BENDING AT THE LIQUID CONTAINING FACE. ALL ASTM A615 GRADE 60

EXCEPT IN STRUCTURES CONTAINING LIQUIDS, THE DESIGN WORKING STRESS IS 20,000 P.S.I.

GRADE 60. REINFORCEMENT IS DESIGNED WITH A DESIGN WORKING STRESS OF 24,000 P.S.I.

ALL REINFORCING STEEL TO BE DEFORMED BARS OF NEW BILLET STEEL, A.S.T.M. A615

CHAMFER ALL EXTERIOR CORNERS (3/4") UNLESS OTHERWISE SHOWN.

BASED ON F’c = 4000 PSI.

28 DAY ULTIMATE COMPRESSIVE STRENGTH OF 4500 P.S.I. CONCRETE DESIGN STRESSES SHALL BE

ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE AIR ENTRAINED AND SHALL HAVE A MINIMUM

ONE CYLINDER SHALL BE TESTED AT 7 DAYS AND 3 CYLINDERS TESTED AT 28 DAYS.

FRACTION THEREOF. EACH CYLINDER SHALL BE IDENTIFIED BY A SUITABLE MARK OR NOTATION.

TEST CYLINDERS SHALL BE MADE FOR EACH 50 CUBIC YARDS OF CONCRETE PLACED, OR

SHALL BE CONTROLLED CONCRETE, PROPORTIONED, BATCHED AND MIXED. NOT LESS THAN (4)

ALL CONCRETE INCORPORATED INTO THE WORK, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED,

SOIL TYPES.

REFER TO GEOTECHNICAL BORING LOG SHEETS B-601 TO B-605 FOR INFORMATION ABOUT

SHALL BE INSPECTED AND APPROVED BY THE ENGINEER PRIOR TO ITS USE.

AND DEBRIS ARE REMOVED FROM THE FILL PRIOR TO ITS USE. THE SCREENED MATERIAL

SUCH AS ORGANIC SOILS, CLAYEY SAND, WOOD CHIPS, STONES LARGER THAN 6" IN SIZE

THE ON-SITE FILL MAY BE USED AS STRUCTURAL FILL, PROVIDED UNACCEPTABLE MATERIAL

AT LEAST 75% OF ITS DESIGN COMPRESSIVE STRENGTH.

SLABS AND/OR WALLS HAVE BEEN PROPERLY BRACED, AND THE CONCRETE HAS DEVELOPED

BACKFILL SHALL NOT BE PLACED AGAINST SUBSTRUCTURE WALLS UNTIL ADJACENT FLOOR

AFTER STRUCTURE IS IN PLACE BACKFILL EVENLY TO ELEVATION SHOWN ON GRADING PLAN.

PROVIDE EXCAVATION SUPPORT SYSTEM (ESS) AS PER SPECIFICATIONS.

PROVIDE DEWATERING FOR EXCAVATION PER SPECIFICATION.

N

S-408

200100500

SCALE: 1:5

BELOW

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REFERENCE

SHEET

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

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

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

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

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

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

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

N .J T

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S T

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E R

S T

A

I

W A

L L

W10x112 (TYP)

SHEET PILE

CORNER

PILE (TYP)

PZ 22 SHEET

1’-0"

1’-0" (TYP)

P A

N S I

O N

J

O I

N T

S T

A

S T

A

M P

O S I

L L

S T

A

E

I

W A

L L

S T

A

I-WALL

(TYP.)

COLUMN

24"Wx4D"

SEE DWG S-510

SECTION

FOR I-WALL -

C A

P

J O I

N T

C O

N S

T R

U C

T I

O N

J O I

N T

C O

N S

T R

U C

T I

O N

J O I

N T

C O

N S

T R

U C

T I

O N

J O I

N T

E X

P A

N S I

O N

J O I

N T

E X

P A

N S I

O N

J O I

N T

C O

N S

T R

U C

T I

O N

A

T Y

P

6 7

COMPOSITE WALL

3 4

9 10 11

15 16 17 18

12 13

19 20 21 22 23

I N

V

D R

A I

N A

R U

C T

U

(TYP.)

CONC. HEADWALL

(TYP)

HATCH

NOTES:

1.

2.

LEGEND:

MONOLITH NUMBER2

SHEET PILE PZ 22

W10x112

3.

4.

FOR DRAINAGE STRUCTURE SEE SHEET S-511

5. FOR FENCE ABOVE THE WALL, SEE SHEET C-201.

FOR PROFILE SEE SHEET S-202

FOR LADDERS SEE SHEET S-517

FOR CROSS-SECTIONS SEE SHEETS C-301-304

6.

7.

AND SOLDIER PILES SEE DETAIL ON SHEET S-510

FOR WELDED WIRE FABRIC AROUND SHEET PILE

ON SHEET S-302

FOR TYP WALL DIMENSION SEE CROSS-SECTION

Submitted by:

1 1

2 3 4 5 6 7 8 9 10

11 12 13 14

17 18 19 20 21 22 23 24 25 26

27 28 29 30 31

3433 35 36 37 38 39

W .S

S-202

I

P R

O F

IL

E

I- W

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N E

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IN

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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

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E

0+00 1+00 6+005+004+003+002+00

MEET. EX. GROUND

DRAINAGE SWALE

START OF INTERIOR

-10

(TYP)

C JOINT (TYP) 22’-0"L

EL. 18.00

TOP OF GROUT

TOP OF DECOMPOSED ROCK

APPROXIMATE TOP OF BED ROCK

CONCRETE EL. 36.00

BOTTOM OF

CONCRETE EL. 37.00

BOTTOM OF

CONCRETE EL. 35.00

BOTTOM OF

PROPOSED SWALE

S T

A

S T

A R

T

I

W A

L L

EL. 20.00

BOT. OF SHEET PILE

@ EL. 6.00

SOLDIER PILE TIP

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A

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EL. 40.81

S T

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P A

N S I

O N

J

O I

N T

CONCRETE EL. 34.00

BOTTOM OF

CONCRETE EL. 32.00

BOTTOM OF

TOP OF FLOODWALL

CONC. CAPPED SHEET PILE

EL. 36.77

S T

A

S T

R U

C T

U

D R

A I

N A

A

S T

R U

C T

U

D R

A I

N A

G E

EXIST. GRADE

FLOOD

150 YR

@ EL. 40.00 (TYP)

SHEET PILE

TOP OF

(TYP.)

@ EL. 41.00

SOLDIER PILE

TOP OF

"4

7+00 8+00 9+00 10+00 11+00

-10

EL. 18.00

TOP OF GROUT

EL. 20.00

BOT. OF SHEET PILE

(TYP)

22’-0"

CONCRETE EL. 32.00

BOTTOM OF

CONCRETE EL. 34.00

BOTTOM OF

DECOMPOSED ROCK

TOP OF

OF BED ROCK

APPROXIMATE TOP@ EL. 6.00

SOLDIER PILE TIP

S T

A

P I

S T

A

P I

T-WALL

S T

A

P A

N S I

O N

J

O I

N T

WALL

COMPOSITE

DRAINAGE SWALE

BOTTOM OF INTERIOR

150 YR FLOOD

S T

A

E

M P

O S I

L L

S T

A

P I

S T

A

S T

R U

C T

U

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A I

N A

A

S T

R U

C T

U

D R

A I

N A

A

S T

A

W A

L L

SHEET PILE

TOP OF

@ EL. 40.00

@ EL. 41.00

SOLDIER PILE

TOP OF

VERT. SCALE: 1"= 10’

20’10’ 60’

HORIZ. SCALE:1"= 30’

0 30’

SOLDIER PILE.

SHEET PILE FROM TOP TO MATCH THE TOP OF

IS DRIVEN TO THE REQUIRED DEPTH THEN CUT THE

WITH THE SOLDIER PILE. AFTER THE SHEET PILE

LENGTH SO THAT THE HUMMER DOES NOT INTERFERE

ADJACENT TO THE SOLDIER PILE WITH ADDITIONAL

THE CONTRACTOR SHALL DRIVE THE SHEET PILE

NOTE:

EXISTING GRADE

BOTTOM OF INTERIOR DRAINAGE SWALE

LEGEND:

150 YEAR FLOOD

APPROXIMATE TOP OF BED ROCK

SHEET PILE AND SOLDIER PILE

TOP OF DECOMPOSED ROCK

MONOLITH NUMBER

FLOODWALL

Submitted by:

Lic. No. 24GE02594500

N.J. PROFESSIONAL ENGINEER

(SEE SHEET C-414)

FOR CONTINUATION

SCALE: �" = 1’-0"

EL. 37.00 & EL. 36.00

MONOLITHS NO. 1 TO 8

SCALE: �" = 1’-0"

33 TO 39 EL. 35.00 & EL. 34.00

MONOLITHS NO. 10 TO 21 &

SCALE: �" = 1’-0"

MONOLITHS NO. 23 TO 31 EL. 32.00

1’-0" 1’-0"

4"

(TYP)

(SEE PROFILE)

BOTTOM OF SOLDIER PILEEL. 6.00

EL. 18.00

EL. 20.00

(TYP)

SHEET PILE PZ-22

(SEE PROFILE)

BOTTOM OF SHEET PILE

V A

R I

E S

EL. 40.00#

TOP OF WALL EL. VARIES

�" CHAMFER (TYP)> WALL

3’-0"

GROUT

#6 @ 12" EF

TOP OF SHEET PILE

EL. (VARIES)

PROPOSED GROUND

EXISTING AND

EL. 6.00

EL. 18.00

EL. 20.00

(TYP)

SHEET PILE PZ-22

(SEE PROFILE)

BOTTOM OF SHEET PILE

EL. 40.00

> WALL

THRU SHEET PILING

#6 @ 12" U-BARS PASS

SHEET PILE INTERLOCKS

PASS #6 BARS TO CLEAR

HOLE IN SHEET PILE TO

EL. 6.00

EL. 18.00

EL. 20.00

(SEE PROFILE)

BOTTOM OF SHEET PILE

EL. 40.00

> WALL

GROUT

THRU SHEET PILING

#6 @ 12" U-BARS PASS

TOP OF SHEET PILE

EL. (VARIES)

PROPOSED GROUND

EXISTING AND

EL. 35.00 OR EL. 34.00

EL. 37.00 OR EL. 36.00

TOP OF WALL EL. VARIES

�" CHAMFER (TYP)

3’-0"

TOP OF WALL EL. VARIES

�" CHAMFER (TYP)

3’-0"

#6 @ 9" EF #6 @ 6" EF

(TYP)

SOLDIER PILE (W10x112)

(TYP)

SOLDIER PILE (W10x112)

3" ALL AROUND

(TYP)

(SEE PROFILE)

BOTTOM OF SOLDIER PILE

(SEE PROFILE)

BOTTOM OF SOLDIER PILE

(TYP)

FILL WITH SAND

(TYP)

FILL WITH SAND

(TYP)

FILL WITH SAND

3" ALL AROUND

(TYP)

3" ALL AROUND

(TYP)

CAP (TYP)

PRECAST CONC.

SHEET PILE INTERLOCKS

PASS #6 BARS TO CLEAR

HOLE IN SHEET PILE TO

CAP (TYP)

PRECAST CONC.

CAP (TYP)

PRECAST CONC.

(TYP)

#4 BARS

LIFTING LUG DETAIL

6"x6"x�" PLATE

SHEET (TYP)

SEE DETAIL THIS

LIFTING LUG

CONCRETE STAIN

SURROUNDING

AND STAIN TO MATCH

W/ ELASTIC FILLER

2"x2" FILL FLUSH

SEE ARCHITECTURAL DRAWINGS

FOR ARCHITECTURAL TREATMENT

SEE ARCHITECTURAL DRAWINGS

FOR ARCHITECTURAL TREATMENT

SEE ARCHITECTURAL DRAWINGS

FOR ARCHITECTURAL TREATMENT

F I

N D

F I

L E

V A

R I

E S

F I

N D

F I

L E

F I

L E

(TYP)

#4 BARS

(TYP)

#4 BARS

EL. (VARIES)

PROPOSED GROUND

EXISTING AND

1’-3"1’-3"

1’-3" 1’-3"

1’-0" 1’-0" 1’-0" 1’-0"

EL. 41.00 TOP OF SOLDIER PILE

TOP OF SHEET PILE

TOP OF SOLDIER PILE TOP OF SOLDIER PILEEL. 41.00 EL. 41.00

4" COVER

(TYP)

4"

(TYP)

(TYP)

�" CHAMFER

GROUT (TYP.)

S-302

W A

L L S

E C

T

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N S

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P

IC

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O M

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A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

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P L

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D E

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New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

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IN

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T R

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NUMBER

REFERENCE

SHEET

M A

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E R

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

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

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

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

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

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

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

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

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ID

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