Port_Mon_C4-Amend_1_Plans.pdf

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STATION 16+30

DRAINAGE STRUCTURE C1-1 PLAN

" = 1'3

SCALE

S-511

STATION 16+30

DRAINAGE STRUCTURE C1-1 ELEVATION

" = 1'3

SCALE

FLOOD SIDEPROTECTED SIDE

S-511

DEVICE AND INDICATOR

GEARS, STEM COVER, LOCKING

GATE LIFT WITH ENCLOSED

POST, NOT SHOWN

RETRACTABLE SAFETY

FIXED LADDER,

T/ WALL EL. +13.0

T/ FOOTING EL. -0.5

FOR HATCH FRAME ANGLES

COVER, ALLOW CLEARANCE

ALUMINUM HATCH FRAME AND

GROUT

FILL W/ NON-SHRINK

THE PIPE)

(3" CLEAR AROUND

WALL SLEEVE

2'-6"

SAFETY RAILING

4'-0"

2'-0"4'-3"1'-6"

7'-9"

1 11

8 88

1'-0" 1'-0"

4" CL.

18" Ø RCP

2'-0"

C L

C L

1'-6"

HORIZ- #6 @ 12" OC

VERT- #8 @ 6" OC

S-511

C1-1 SECTION

" = 1'3

SCALE

S-511

C1-1 OUTLET

" = 1'3

SCALE

THICKNESS (CLASS IV)

18" Ø RCP, 2.5" PIPE

4'-3"

2'-0"

4'-3"

PER LINEAR FOOT (TYP)

#4 STIRRUPS @ 12"

FLARED END SECTION, TYP.

PRE-CAST CONCRETE

SCALE: 1/3" = 1'

0 3' 6' 12' S

E E N

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SEE CIVIL DRAWINGS

PROPOSED GRADE,

4'-0"

10"

5'-6"

1'-0"

ACCESS LADDER

P R

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MECHANICAL DRAWINGS

SLUICE GATE SEE

DRAWINGS

SEE MECHANICAL

MANUFACTURER (TYP)

RECOMMENDED BY

FILLER MATERIAL AS1'-6"

MECHANICAL DRAWINGS

FLAP GATE, SEE

WIDTH OF CONCRETE SUPPORT MATCHES WIDTH OF PRECAST FLARED END SECTION. 3.

SEE CIVIL DRAWINGS FOR PIPE INFORMATION. 2.

PROVIDE SUFFICIENT CLEARANCE FOR FLANGE MOUNTING PER MANUFACTURER'S REQUIREMENTS (REFER TO MECHANICAL DRAWINGS).1.

NOTES:

1'-6"

S E

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PIPE INV. 3.0

PIPE INV. 2.6

(5 .0

GRADE

EXISTING

L = 35' @ 1.14%

THICKNESS (CLASS IV)

18" Ø RCP, 2.5" PIPE

-0

-3

PZ22 STEEL SHEETING

PZ22 STEEL SHEETING

C SHEETINGL

"2

STEEL SHEETING

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#5 @ 12" OC1

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IDENTIFICATION

SHEET

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New York District of Engineers

US Army Corps

SHEET OF

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(STATION 19+14)

DRAINAGE STRUCTURE C1-MAIN ELEVATION

" = 1'3

SCALE

S-512

(STATION 19+14)

DRAINAGE STRUCTURE C1-MAIN PLAN

" = 1'3

SCALE

FLOOD SIDEPROTECTED SIDE

S-512

S-512

C1-MAIN SECTION

" = 1'3

SCALE

S-512

C1-MAIN OUTLET

" = 1'3

SCALE

1'-0"

1'-0" 1'-0"

C L

48" Ø RCP

T/ WALL EL. +13.0

PER LINEAR FOOT (TYP)

#4 STIRRUPS @ 12" HORIZ- #6 @ 12" OC

VERT- #8 @ 6" OC

DEVICE AND INDICATOR

GEARS, STEM COVER, LOCKING

GATE LIFT WITH ENCLOSED

FOR HATCH FRAME ANGLES

COVER, ALLOW CLEARANCE

ALUMINUM HATCH FRAME AND

SAFETY RAILING

POST, NOT SHOWN

RETRACTABLE SAFETY

FIXED LADDER,

THE PIPE)

(3" CLEAR AROUND

WALL SLEEVE

GROUT

FILL W/ NON-SHRINK

FLARED END SECTION, TYP.

PRE-CAST CONCRETE 7'-6"

7'-3"

2'-0"

2'-6"

7'-6"

2'-0"

1'-6"

7'-6"

C L

C L

2'-0"

1'-6" 8'-7"

SCALE: 1/3" = 1'

0 3' 6' 12'

FLOODWALL STEM

C FLOODWALLL

10"

8'-0"

10"

4" CL.

7'-0"

ACCESS LADDER

S E

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SEE CIVIL DRAWINGS

PROPOSED GRADE,

P R

O P

O S

E D G

R A

D E

M

IN

F

R O

M

EL. -8.5

T/ FOOTING

SEE MECHANICAL DRAWINGS

MANUFACTURER (TYP)

RECOMMENDED BY

FILLER MATERIAL AS

MECHANICAL DRAWINGS

SLUICE GATE SEE MECHANICAL DRAWINGS

FLAP GATE SEE

1'-6"

S E

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1'-6"

PIPE INV. -0.3

INV. -1.1

L = 70' @ 0.143%

THICKNESS (CLASS IV),

48" Ø RCP, 5" PIPE

EXISTING GRADE IS AT OR BELOW PIPE INVERT. OUTLET IS LOCATED WITHIN AN EXIST. CHANNEL.4.

WIDTH OF CONCRETE SUPPORT MATCHES WIDTH OF PRECAST FLARED END SECTION.3.

SEE CIVIL DRAWINGS FOR PIPE INFORMATION. 2.

PROVIDE SUFFICIENT CLEARANCE FOR FLANGE MOUNTING PER MANUFACTURER'S REQUIREMENTS (REFER TO MECHANICAL DRAWINGS)1.

NOTES:

-0

-3

.2

PZ22 STEEL SHEETING

STEEL SHEETING

PZ22 STEEL SHEETING

C SHEETING

L

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#5 @ 12" OC1

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New York District of Engineers

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STATION 24+60

DRAINAGE STRUCTURE C2-4 PLAN

" = 1'3

SCALE

S-513

STATION 24+60

DRAINAGE STRUCTURE C2-4 ELEVATION

" = 1'3

SCALE

PROTECTED SIDE FLOOD SIDE

DEVICE AND INDICATOR

GEARS, STEM COVER, LOCKING

GATE LIFT WITH ENCLOSED

SAFETY RAILING

POST, NOT SHOWN

RETRACTABLE SAFETY

FIXED LADDER,

FOR HATCH FRAME ANGLES

COVER, ALLOW CLEARANCE

ALUMINUM HATCH FRAME AND

GROUT

FILL W/ NON-SHRINK

T/ WALL EL. +13.0

S-513

THICKNESS (CLASS IV)

24" Ø RCP, 3" PIPE

S-513

C2-4 SECTION

" = 1'3

SCALE

S-513

C2-4 OUTLET

" = 1'3

SCALE

4'-0"

1'-0"

24" Ø RCP

2'-0"

2'-0"

3'-0"

C L

C L

1'-6"

1'-0"

HORIZ- #6 @ 12" OC

VERT- #8 @ 6" OC

4'-0"

PER LINEAR FOOT (TYP)

#4 STIRRUPS @ 12"

4'-6"

4'-6"

FLARED END SECTION, TYP.

PRE-CAST CONCRETE

SCALE: 1/3" = 1'

0 3' 6' 12'

S E

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SEE CIVIL DRAWINGS

PROPOSED GRADE,

10" 10"

4" CL. 7

5'-6"

1'-0"

G R

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R O

M P

R O

P O

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IN

EL. -2.5

T/ FOOTING

ACCESS LADDER

MECHANICAL DRAWINGS

SLUICE GATE SEE

MECHANICAL DRAWINGS

FLAP GATE SEE

DRAWINGS

SEE MECHANICAL

MANUFACTURER (TYP)

RECOMMENDED BY

FILLER MATERIAL AS

1'-6"

WIDTH OF CONCRETE SUPPORT MATCHES WIDTH OF PRECAST FLARED END SECTION. 3.

SEE CIVIL DRAWINGS FOR PIPE INFORMATION. 2.

PROVIDE SUFFICIENT CLEARANCE FOR FLANGE MOUNTING PER MANUFACTURER'S REQUIREMENTS (REFER TO MECHANICAL DRAWINGS).1.

NOTES:

PIPE INV. 0.6

INV. 0.2

L = 35' @ 1.14%

THICKNESS (CLASS IV),

24" Ø RCP, 3" PIPE

GRADE

EXIST.

-0

-3

1'-6"

2'-6"4'-0"1'-6"

8'-0"

S E

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"2

PZ22 STEEL SHEETING

PZ22 STEEL SHEETING

STEEL SHEETING

C SHEETING

L

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H E

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G A

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#5 @ 12" OC1

THE PIPE)

(3" CLEAR AROUND

WALL SLEEVE

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IDENTIFICATION

SHEET

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New York District of Engineers

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STATION 28+05

DRAINAGE STRUCTURE C2-3 PLAN

" = 1'3

SCALE

S-514

STATION 28+05

DRAINAGE STRUCTURE C2-3 ELEVATION

" = 1'3

SCALE

PROTECTED SIDE FLOOD SIDE

T/ WALL EL. +13.0

T/ FOOTING EL. -2.5

POST, NOT SHOWN

RETRACTABLE SAFETY

FIXED LADDER,

FOR HATCH FRAME ANGLES

COVER, ALLOW CLEARANCE

ALUMINUM HATCH FRAME AND

SAFETY RAILING

DEVICE AND INDICATOR

GEARS, STEM COVER, LOCKING

GATE LIFT WITH ENCLOSED

GROUT

FILL W/ NON-SHRINK

THE PIPE)

(3" CLEAR AROUND

WALL SLEEVE

MANUFACTURER (TYP)

RECOMMENDED BY

FILLER MATERIAL AS

S-514

S-514

C2-3 OUTLET

" = 1'3

SCALE

S-514

C2-3 SECTION

" = 1'3

SCALE

1'-0"

1'-0" 1'-0"

4'-0"

C L

4" CL.

18" Ø RCP

HORIZ- #6 @ 12" OC

VERT- #8 @ 6" OC

PER LINEAR FOOT (TYP)

#4 STIRRUPS @ 12"

THICKNESS (CLASS IV)

18" Ø RCP, 2.5" PIPE

FLARED END SECTION, TYP.

PRE-CAST CONCRETE

SCALE: 1/3" = 1'

0 3' 6' 12'

ACCESS LADDER

P R

O P

O S

E D G

R A

D E

F

R

M

E

E N

O T

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10" 10"

5'-6"

SEE MECHANICAL DRAWING

SLUICE GATE

SEE MECHANICAL DRAWING

FLAP GATE

1'-6"

WIDTH OF CONCRETE SUPPORT MATCHES WIDTH OF PRECAST FLARED END SECTION.3.

SEE CIVIL DRAWINGS FOR PIPE INFORMATION. 2.

PROVIDE SUFFICIENT CLEARANCE FOR FLANGE MOUNTING PER MANUFACTURER'S REQUIREMENTS (REFER TO MECHANICAL DRAWINGS)1.

NOTES:

PIPE INV. 0.9

L = 35' @ 1.14%

THICKNESS (CLASS IV),

18" Ø RCP, 2.5" PIPE

(2 .0

(1 .0

GRADE

EXISTING

DRAWINGS

SEE CIVIL

GRADE,

PROPOSED

S E

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1'-6"

C FLOODWALLL

2'- 0"

3'- 0"

2'- 0"

C L

C L

7'-6"

7'-6"

7'-0"

7'-6"

OF DRAINAGE STRUCTURE

TO MATCH THE FOOTPRINT

EXTEND REINFORCED CONCRETE

INV. 0.5

-0

-3

120°

"2

PZ22 STEEL SHEETING

PZ22 STEEL SHEETING

STEEL SHEETING

C SHEETINGL

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IDENTIFICATION

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New York District of Engineers

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STATION 33+40

DRAINAGE STRUCTURE C2-MAIN PLAN

" = 1'5

SCALE

S-515

STATION 33+40

DRAINAGE STRUCTURE C2-MAIN ELEVATION

" = 1'5

SCALE

PROTECTED SIDE FLOOD SIDE

FOR HATCH FRAME ANGLES

COVER, ALLOW CLEARANCE

ALUMINUM HATCH FRAME AND

SAFETY RAILINGDEVICE AND INDICATOR

GEARS, STEM COVER, LOCKING

GATE LIFT WITH ENCLOSED

POST, NOT SHOWN

RETRACTABLE SAFETY

FIXED LADDER,

GROUT

FILL W/ NON-SHRINK

T/ WALL EL. +13.0

S-515

FLOODWALL STEM

1'-0"

1'-0"

C L

48" Ø RCP

PER LINEAR FOOT (TYP)

#4 STIRRUPS @ 12"

HORIZ- #6 @ 12" OC

VERT- #8 @ 6" OC

SCALE: 1/3" = 1'

0 3' 6' 12'

C FLOODWALLL

10"

8'-0"

10"

7'-0"

SEE CIVIL DRAWINGS

PROPOSED GRADE,

S E

E N

O T

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1'-0"

4" CL

P R

O P

O S

E D G

R A

D E

M

IN

F

R O

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EL. -2.5

T/ FOOTING

ACCESS LADDER

DRAWINGS

SEE MECHANICAL

SLUICE GATE

SEE MECHANICAL DRAWINGS

MANUFACTURER (TYP)

RECOMMENDED BY

FILLER MATERIAL AS

DRAWINGS

SEE MECHANICAL

FLAP GATE

1'-6"

WIDTH OF CONCRETE SUPPORT MATCHES WIDTH OF PRECAST FLARED END SECTION. 3.

SEE CIVIL DRAWINGS FOR PIPE INFORMATION.2.

PROVIDE SUFFICIENT CLEARANCE FOR FLANGE MOUNTING PER MANUFACTURER'S REQUIREMENTS (REFER TO MECHANICAL DRAWINGS)1.

NOTES:

OF DRAINAGE STRUCTURE

TO MATCH THE FOOTPRINT

EXTEND REINFORCED CONCRETE

PIPE INV. 0.60

INV. 0.20

L = 41'-6" @ 0.964%

THICKNESS (CLASS IV),

48" Ø RCP, 5" PIPE

GRADE

EXISTING

(3" CLEAR AROUND THE PIPE)

WALL SLEEVE

S E

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O T

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1'-6"

1'-6" 1'-6"

12'-2"

12'-2"

11'-8"

12'-2"

C L

C L

-0

-3

120°

"2

PZ22 STEEL SHEETING

PZ22 STEEL SHEETING

STEEL SHEETING

C SHEETING

L

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H E

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IN

G A

D D

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1#5 @ 12" OC

FLARED END SECTION, TYP.

PRE-CAST CONCRETE

S-515

C2-MAIN SECTION

" = 1'3

SCALE

S-515

C2-MAIN OUTLET

" = 1'3

SCALE

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IDENTIFICATION

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New York District of Engineers

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E I I, C

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T R

A C

A

P

J A

P

A N

S I

D

S-516

A

IN

A G

E S

T R

U C

T U

R E C

-2

D E

T A

IL

S

T A

T

IO

N

S-516

STATION 39+75

DRAINAGE STRUCTURE C2-2 PLAN

" = 1'3

SCALE

S-516

STATION 39+75

DRAINAGE STRUCTURE C2-2 ELEVATION

" = 1'3

SCALE

PROTECTED SIDE FLOOD SIDE

1'-6" 1'-6"

FOR HATCH FRAME ANGLES

COVER, ALLOW CLEARANCE

ALUMINUM HATCH FRAME AND

SAFETY RAILING

DEVICE AND INDICATOR

GEARS, STEM COVER, LOCKING

GATE LIFT WITH ENCLOSED

POST, NOT SHOWN

RETRACTABLE SAFETY

FIXED LADDER,

S-516

T/ WALL EL. +13.0

4'-0"

PER LINEAR FOOT (TYP)

#4 STIRRUPS @ 12"

HORIZ- #6 @ 12" OC

VERT- #8 @ 6" OC

4'-0" 1'-6"1'-6"

7'-0"

1'-0"1'-0"

C L

18" Ø RCP

THICKNESS (CLASS IV)

18" Ø RCP, 2.5" PIPE

C L

C L

1'-6"

S-516

C2-2 SECTION

" = 1'3

SCALE

S-516

C2-2 OUTLET

" = 1'3

SCALE

FLARED END SECTION, TYP.

PRE-CAST CONCRETE

SCALE: 1/3" = 1'

0 3' 6' 12'

SEE CIVIL DRAWINGS

PROPOSED GRADE,

M

IN

ACCESS LADDER

" 10"

4'-0"

10"

5'-6"P R

O P

O S

E D G

R A

D E

M

IN

F

R O

M

1'-0"

4" CL.

S E

E N

O T

E

DRAWINGS

SEE MECHANICAL

SLUICE GATE

SEE MECHANICAL DRAWINGS

MANUFACTURER (TYP)

RECOMMENDED BY

FILLER MATERIAL AS

DRAWINGS

SEE MECHANICAL

FLAP GATE

1'-6"

S E

E N

O T

E

1'-6"

WIDTH OF CONCRETE SUPPORT MATCHES WIDTH OF PRECAST FLARED END SECTION. 3.

SEE CIVIL DRAWINGS FOR PIPE INFORMATION. 2.

PROVIDE SUFFICIENT CLEARANCE FOR FLANGE MOUNTING PER MANUFACTURER'S REQUIREMENTS (REFER TO MECHANICAL DRAWINGS)1.

NOTES:

PIPE INV. 2.40

INV. 2.0

L = 62' @ 0.645%

THICKNESS (CLASS IV),

18" Ø RCP, 2.5" PIPE

GRADE

EXISTING

-0

-3

"2

PZ22 STEEL SHEETING

PZ22 STEEL SHEETING

STEEL SHEETING

C SHEETINGL

S

T E

E L S

H E

E T

IN

G A

D D

A

U G

1 #5 @ 12" OC

GROUT

FILL W/ NON-SHRINK

THE PIPE)

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

R T M

O N

M O

U T

H

N J

P H

A S

E I I, C

O N

T R

A C

A

P

J A

P

A N

S I

D

S-517

A

IN

A G

E S

T R

U C

T U

R E C

-1

D E

T A

IL

S

T A

T

IO

N

PROTECTED SIDE FLOOD SIDE

T/ WALL EL. +13.0

POST, NOT SHOWN

RETRACTABLE SAFETY

FIXED LADDER,

FOR HATCH FRAME ANGLES

COVER, ALLOW CLEARANCE

ALUMINUM HATCH FRAME AND

SAFETY RAILING

DEVICE AND INDICATOR

GEARS, STEM COVER, LOCKING

GATE LIFT WITH ENCLOSED

GROUT

FILL W/ NON-SHRINK

THE PIPE)

S-517

PER LINEAR FOOT (TYP)

#4 STIRRUPS @ 12"

HORIZ- #6 @ 12" OC

VERT- #8 @ 6" OC

THICKNESS (CLASS IV)

30" Ø RCP, 3.5" PIPE

4'-6"

1'-0"

30" Ø RCP

C L

1'-0" 1'-0"

S-517

STATION 47+25

DRAINAGE STRUCTURE C2-1 PLAN

" = 1'3

SCALE

S-517

STATION 47+25

DRAINAGE STRUCTURE C2-1 ELEVATION

" = 1'3

SCALE

S-517

C2-1 SECTION

" = 1'3

SCALE

S-517

C2-1 OUTLET

" = 1'3

SCALE

2'-0"

2'-0"

FLARED END SECTION, TYP.

PRE-CAST CONCRETE

SCALE: 1/3" = 1'

0 3' 6' 12'

4"

10"

4'-6"

10"

S E

E N

O T

E

P R

O P

O S

E D G

R A

D E

M

IN

F

R O

M

SEE CIVIL DRAWINGS

PROPOSED GRADE,

EL. +0.5

T/FOOTING

ACCESS LADDER

SEE MECHANICAL DRAWINGS

MANUFACTURER (TYP)

RECOMMENDED BY

FILLER MATERIAL AS

DRAWINGS

SEE MECHANICAL

SLUICE GATE

DRAWINGS

SEE MECHANICAL

FLAP GATE

1'-6"

WIDTH OF CONCRETE SUPPORT MATCHES WIDTH OF PRECAST FLARED END SECTION.3.

SEE CIVIL DRAWINGS FOR PIPE INFORMATION. 2.

PROVIDE SUFFICIENT CLEARANCE FOR FLANGE MOUNTING PER MANUFACTURER'S REQUIREMENTS (REFER TO MECHANICAL DRAWINGS)1.

NOTES:

PIPE INV. 1.80

INV. 1.40

L = 35' @ 1.14%

THICKNESS (CLASS IV)

30" Ø RCP, 3.5" PIPE

(4.0)

GRADE

EXISTING

-0

-3

8'-0"

2'-0"4'-6"1'-6"

1'-6"

S E

E N

O T

E

"2

PZ22 STEEL SHEETING

PZ22 STEEL SHEETING

STEEL SHEETING

C SHEETINGL

S

T E

E L S

H E

E T

IN

G A

D D

A

U G

1 #5 @ 12" OC

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

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N

R A

R

IT

A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

R T M

O N

M O

U T

H

N J

P H

A S

E I I, C

O N

T R

A C