7 - Drainage Structures (S) Series.pdf

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

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

SCALE: 1/4" = 1'-0"

49'-7" 35'-5"

TO BOUND BROOK

7'-6"

3'-9" 3'-9"

TOP OF LEVEE

8'-0"

ACTUATOR

SLUICE GATE

PT. H2-2

COORDINATE

STRUCTURE H2-2

C DRAINAGEL

L

PT. H2-1

COORDINATE

FLAP GATE

L

LEVEE

C SEGMENT H

ELECTRICAL CONDUITS

A

S-702

A

S-702

CULVERT H2

CULVERT H2

PT. H2-3

COORDINATE

PLAN - DRAINAGE STRUCTURE H2

HEADWALL H2-3

GUARDRAIL

FLOOD SIDE PROTECTED SIDE

SENSOR

LEVEL

HEADWALL H2-1

NOTE 9)

GRATE (SEE

SECURITY

SHEET S-812

FENCE, SEE

CHAIN LINK

HEADWALLS

C CULVERT AND

8'-0"

SENSOR

LEVEL

SHEET S-812

FENCE, SEE

CHAIN LINK

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d g n

S-701

.G .K

P L

A N

4' 8'0 2'

SCALE:1/4"=1'-0"

B .J .E

T .M .T

D R

A

IN

A G

E S

T R

U C

T U

R E H

OPTION 1 CONTRACT

SHEET IS IN THE

WORK ON THIS

ELECTRICAL SHEETS.

FOR LOCATION AND NUMBER OF ELECTRICAL CONDUITS, SEE12.

FOR LEVEL SENSOR DETAILS, SEE ELECTRICAL SHEETS.11.

FOR LIMITS OF RIPRAP, SEE EROSION CONTROL SHEETS.10.

FOR SECURITY GRATE DETAILS, SEE SHEET S-723.9.

FOR LADDER AND GUARDRAIL DETAILS, SEE SHEET S-707.8.

FOR HEADWALL H2-3 PLAN, SECTIONS AND DETAILS, SEE SHEET S-706.7.

FOR HEADWALL H2-1 PLAN, SECTIONS AND DETAILS, SEE SHEET S-705.6.

FOR CULVERT H2 SECTION, SEE SHEET S-704.5.

20 FT. SEE SHEET S-704 FOR JOINT DETAILS AND NOTES.

TYPICAL CULVERT JOINT SPACING SHALL NOT EXCEED4.

FOR COORDINATES, SEE CIVIL SHEETS.3.

SEE CIVIL SHEETS.

FOR DRAINAGE STRUCTURE LOCATION AND PROFILE,2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

NOTES:

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

7'-6"

1'-6"

A

SECTION

SCALE: 1/2"=1'-0"

#5 AT 8" MAX. #6 AT 8" MAX.

#5 AT 8" MAX.

#6 AT 8" MAX.

FLAP GATE

3'-0"3'-0"

#5 AT 8" MAX.

11'-6"

FLOW

TO BOUND BROOK

S-701

SLUICE GATE

GRATING

SUPPORT

ANGLE

(TYP.)

3" CL.

#5 AT 8" MAX.

#6 AT 8" MAX.

1'-0" (TYP.)

EL. 34.00'

EL. 34.56'

EL. 34.56'

HEADWALL H2-3

9"

GATE STEM

GUIDE

TOP OF

LEVEE

6" MIN. CRUSHED

STONE (TYP.)

CULVERT H2

EL. 35.00'

SECURITY

GRATE

#5 AT 8" MAX. (TYP.)

2-#6 EACH

FACE (TYP.)

E.F. (TYP.)

3-#6 EQ. SPA.

#5 AT 8"

MAX. (TYP.)

FLOOD SIDE PROTECTED SIDE

DRAINAGE

STRUCTURE H2-2

B

S-703

B

S-703

1'-6"

1'-7"

7'-6"

3'-0"3'-0"1'-6"

1'-6"2'-3"

GRATING

SPAN

L

L

C ACCESS

LADDER

L

9"

1'-6"

6" 6"

SCALE: 1/2" = 1'-0"

PVC PIPE SLEEVE

FOR SLUICE GATE

STEM, SEE NOTE 8

GRATING SUPPORT,

PC L3x2x1/4 LLH

C DRAINAGE

STRUCTURE H2-2

1'-6"

PLAN - TOP OF DRAINAGE STRUCTURE H2-2

3'-5 1/2"x3'-0" HINGED

GRATING PANEL

3'-5 1/2"x2'-8" FIXED

GRATING PANEL

C CULVERT AND

HEADWALL

GUARDRAIL

WATERSTOP

(TYP. ALL AROUND)

SEE NOTE 13

CONCRETE FILL,

SEE NOTE 11

E

S-703

E

S-703

GUARDRAIL

CULVERT H2

#5 AT 8" MAX. (TYP.)

BASE SLAB

SLUICE GATE

GROUT POCKET,

SEE NOTE 12

CHAIN-LINK

FENCE

TOP AND

5-#5 EQ. SPA.

BOTTOM

2 LAYERS OF

30# FELT

BONDBREAKER (TYP.)

CHAIN-LINK

FENCE

HEADWALL H2-1

OPTIONAL 4"

LOW-STRENGTH

CONCRETE MUD

SLAB (TYP.)

C

S-703

D

S-703

C

S-703

D

S-703

EL. 51.88'

2 3/4 "

SCALE: 3"=1'-0"

1/2" DIA. x4" WELDED HEADED

STUDS AT 18" MAX. CTRS. USE

BENT STUDS AS REQUIRED

TO CLEAR REINFORCEMENT

(TYP.)

1/2 " GAP

SCALE: 3"=1'-0"

GRATING HINGE DETAIL

GRATING SUPPORT ANGLE DETAIL

1/2 "

L3x2x1/4, TRIM VERTICAL

LEG AS REQ'D.

3/8" THREADED STUDS

WELDED TO L3x2 WITH

NUTS AND GRATING

CLIPS

(TYP.)

1/2 " GAP2 3/4 "

1/2 "

GRATING PANEL, EDGES

BANDED ALL AROUND

HINGE (WELD

TO 1/4" PLATES)

GRATING PANEL, EDGES

BANDED ALL AROUND

1/4" PLATE FOR HINGE

CONNECTION - NOTCH

BEARING BARS FOR

INSTALLATION OF PLATE.

ENGAGE 3 BEARING BARS.

WELD PLATE TO BEARING BARS

1/2" DIA. x4" WELDED HEADED

STUDS AT 18" MAX. CTRS. USE

BENT STUDS AS REQUIRED

TO CLEAR REINFORCEMENT

L3x2x1/4, TRIM VERTICAL

LEG AS REQ'D.

1/4" PLATE

FOR HINGE

CONNECTION

3/16

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-702

.G .K

T .M .T

B .J .E

D R

A

IN

A G

E S

T R

U C

T U

R E H

SCALE: 3"=1'

3" 6" 1'

2' 4'0 1'

SCALE:1/2"=1'-0"

T

P P

L A

N S

E C

T

IO

N S A

N D D

E T

A

IL

S

OPTION 1 CONTRACT

SHEET IS IN THE

WORK ON THIS

FOR SECURITY GRATE DETAILS, SEE SHEET S-723.15.

SPECIFICATIONS.

WITH THE MANUFACTURER'S REQUIREMENTS. FOR FLAP GATE REQUIREMENTS, SEE

TYPE 304 OR 316 STAINLESS STEEL POST-INSTALLED ADHESIVE ANCHORS IN ACCORDANCE

FLAP GATE SHALL BE MOUNTED ON A GROUT PAD AND ATTACHED TO THE WALLS WITH14.

CENTERBULB, SIKA MODEL 732 OR APPROVED EQUAL.

PVC WATERSTOP BETWEEN DRAINAGE STRUCTURE AND CULVERT SHALL BE 6" RIBBED WITH13.

GROUT AFTER GATE IS INSTALLED AND ADJUSTED.

BE AS REQUIRED BY SLUICE GATE MANUFACTURER. POCKET SHALL BE FILLED WITH NON-SHRINK

GROUT POCKET DIMENSIONS FOR SLUICE GATE ARE FOR INFORMATION ONLY. FINAL SIZE TO12.

TO 1/4" AMPLITUDE.

PRIOR TO PLACEMENT OF CONCRETE FILL, TOP SURFACE OF BASE SLAB SHALL BE ROUGHENED

CONCRETE FILL SHALL BE PLACED AFTER INSTALLATION AND ADJUSTMENT OF SLUICE GATE.11.

SPECIFICATIONS.

WITH THE MANUFACTURER'S REQUIREMENTS. FOR SLUICE GATE REQUIREMENTS, SEE

TYPE 304 OR 316 STAINLESS STEEL POST-INSTALLED ADHESIVE ANCHORS IN ACCORDANCE

SLUICE GATES SHALL BE MOUNTED ON A GROUT PAD AND ATTACHED TO THE WALLS WITH10.

GATE STEM GUIDE QUANTITY AND DETAILS SHALL BE PER MANUFACTURER'S REQUIREMENTS.9.

STEM WITH SLUICE GATE MANUFACTURER.

CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF PIPE SLEEVE FOR SLUICE GATE8.

PANELS AND AT WALLS.GRATING

BEARING BARS. PANELS SHALL BE BANDED ALL AROUND. PROVIDE 1/2" GAP BETWEEN

GRATING PANELS SHALL BE TYPE 19W4 GALVANIZED GRATING WITH 3/4"x3/16"7.

FOR LADDER DETAILS, SEE SHEET S-707.6.

FOR GUARDRAIL DETAILS, SEE SHEET S-707.5.

FOR HEADWALL H2-3 PLAN, SECTIONS AND DETAILS, SEE SHEET S-706.4.

FOR HEADWALL H2-1 PLAN, SECTIONS AND DETAILS, SEE SHEET S-705.3.

FOR CULVERT SECTION AND JOINT DETAILS, SEE SHEET S-704.2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

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

7'-6"

#6 AT 8" MAX.

#6 AT 8" MAX.

#6 AT 8" MAX.

CORNER BAR,

(TYP.)

4'-6"2'-6" 2'-6"

9'-6"

11'-6"

1'-0" 1'-0"

BASE SLAB

C

SECTION

SCALE: 1/2"=1'-0"

S-702

ACCESS

LADDER

D

SECTION

SCALE: 1/2"=1'-0"

S-702

ACCESS

LADDER

#5 AT 8" MAX.#6 AT 8" MAX.

#5 AT 8" MAX.

#6 AT 8" MAX.

WATERSTOP (TYP.

ALL AROUND),

SEE NOTE 6

#5 AT 8"

MAX. (TYP.)

#4 AT 8" MAX. (TYP.)

#5 AT 8"

MAX. (TYP.)

NOTE: SLUICE GATE NOT SHOWN FOR CLARITY.NOTE: SLUICE GATE NOT SHOWN FOR CLARITY.

1'-0"1'-0"

B

SECTION

SCALE: 1/2"=1'-0"

8'-6"1'-0"

10'-6"

1'-0"

#5 AT 8" MAX.

#6 AT 8" MAX.

#5 AT 8" MAX.

#6 AT 8" MAX.

#6 AT 8" MAX.#5 AT 8" MAX.

GUARDRAIL

(T Y

P

1'-0" (TYP.)

12'-6"

CONCRETE FILL

SEE NOTE 7

BASE SLAB

GUARDRAIL

ACCESS LADDER

O P

E N

IN

G

OPENING

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

6" MIN. CRUSHED

STONE (TYP.)

EL. 33.56'

2'-5"

CULVERT H2

CULVERT H2

E A

C H F

A C

E

T Y

P

A

T

M A

X

(T

Y P

(T Y

P

(T Y

P

(T Y

P

E .F

T Y

P

A

T

M A

X

#5 AT 8" MAX.

E.F. (TYP.)

#6 AT

8" MAX. SLUICE GATE

GROUT POCKET

SEE NOTE 4

SLUICE

GATE STEM

(T Y

P

A

T

M A

X

(T Y

P

A

T

M A

X

S-702

LC CULVERT AND

HEADWALL

T O

P A

N D B

O T

T O

M

A

T

M A

X

T O

P A

N D

A

T

M A

X

B O

T T

O M

PVC PIPE SLEEVE

FOR SLUICE

GATE STEM

3'-0"

NOTE: GRATING NOT

SHOWN FOR CLARITY.

#5 TOP AND

BOTTOM

5-#5 EQ. SPA. (TOP AND

BOTT.) SPA. TO MISS

PIPE SLEEVE FOR

SLUICE GATE STEM

6-#4 STIRRUPS AT 8" MAX.

SPA. TO MISS PIPE SLEEVE

FOR SLUICE GATE STEM

S-702

EA. FACE)

2" CL. (TYP.

STEEL GRATING

PANEL (TYP.)

HINGED STEEL

GRATING PANEL

#5 AT 8"

MAX. (TYP.)

#4 AT 8" MAX.

ACROSS HEIGHT

OF OPENING (TYP.)

#5 DOWELS

SPA. WITH #5

IN WALL (TYP.)

6" (TYP.)

A N

D B

O T

T

C L (T

O P

E

VIEW

SCALE: 1/2"=1'-0"

EL. 51.88'

/8

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-703

.G .K

T .M .T

S E

C T

IO

N S A

N D D

E T

A

IL

S

B .J .E

D R

A

IN

A G

E S

T R

U C

T U

R E H

BE ROUGHENED TO 1/4" AMPLITUDE.

CONCRETE FILL, TOP SURFACE OF BASE SLAB SHALL

ADJUSTMENT OF SLUICE GATE. PRIOR TO PLACEMENT OF

CONCRETE FILL SHALL BE PLACED AFTER INSTALLATION AND7.

FOR WATERSTOP INFORMATION, SEE SHEET S-702.6.

FOR SLUICE GATE REQUIREMENTS, SEE SPECIFICATIONS.5.

ADJUSTED.

NON-SHRINK GROUT AFTER GATE IS INSTALLED AND

GATE MANUFACTURER. POCKET SHALL BE FILLED WITH

INFORMATION ONLY. FINAL SIZE TO BE REQUIRED BY SLUICE

GROUT POCKET DIMENSIONS FOR SLUICE GATE ARE FOR4.

FOR LADDER DETAILS, SEE SHEET S-707.3.

FOR GUARDRAIL DETAILS, SEE SHEET S-707.2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

NOTES:

OPTION 1 CONTRACT

SHEET IS IN THE

WORK ON THIS

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

4'-0"

6'-0"

1'-0" 1'-0"

(T Y

P

C L

R

T Y

P

C L

R

(TYP.)

1'-10"

TYP.

3"3

T Y

P

#5 AT 8" MAX.,

(TYP.)

#5 AT 12" MAX.

#5 AT 12" MAX.

SCALE: 3/4"=1'-0"

#5 AT 8" MAX.

#5 AT 8" MAX.

CONST. JT. (TYP.)

#5 AT 12"

MAX., (TYP.)

#5 (TYP.)

SECTION THRU CULVERT H2

6" (TYP.)

OPTIONAL 4"

LOW-STRENGTH

CONCRETE MUD SLAB

SCALE: 1 1/2"=1'-0"

ROOF AND FLOOR SLAB JOINT

TYPICAL CULVERT

SCALE: 1 1/2"=1'-0"

WALL JOINT

TYPICAL CULVERT

6" 6"

/2

OUTSIDE

INSIDE

1/2 "

1" DOWEL BAR

(SEE NOTE B)

1/2" PREFORMED

JOINT FILLER

CULVERT JOINT NOTES:

A. TYPICAL CULVERT JOINT SPACING SHALL NOT EXCEED 20 FT.

B. ONE - 1" O.D. x 12" LONG DOWEL BAR WITH BOND-BREAKING

PLASTIC SLEEVE ON ONE SIDE PLACED AT MIDHEIGHT OF

EACH WALL.

C. PVC WATERSTOP 6" WIDE RIBBED WITH CENTERBULB.

GREENSTREAK MODEL 732 OR APPROVED EQUAL.

WATERSTOP

(SEE NOTE C)

OUTSIDE

INSIDE

1/2 "

1/2" PREFORMED

JOINT FILLER

WATERSTOP

(SEE NOTE C)

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-704

.G .K

T .M .T

S E

C T

IO

N S A

N D D

E T

A

IL

S

1' 2'0 6"

SCALE:1-1/2"=1'

SCALE:3/4"=1'

0 1' 2' 3'

B .J .E

D R

A

IN

A G

E S

T R

U C

T U

R E H

1. FOR GENERAL NOTES, SEE SHEET S-101.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

F

SECTION

SCALE: 1/2"=1'-0"

1'-0"

J

SECTION

SCALE: 1/2"=1'-0"

H

SECTION

SCALE: 1/2"=1'-0"G

SECTION

SCALE: 1/2"=1'-0"

SCALE: 3/8" = 1'-0"

PLAN - HEADWALL H2-1

A

T

M A

X E .F

#5 AT 9" MAX.

#5 AT 9" MAX.

#5 AT 9" MAX.

6"

CONST. JT.

1'-0"

6" MIN.

CRUSHED

STONE

EA. FACE

2" CL.

(TYP.)

1'-7"

9'-3"

8'-0"1'-3"

1'-0"

G

G

(T

Y P

SECURITY

GRATE

L

/4

CULVERT H2

C CULVERT

AND HEADWALL

1'-0"

F

CHAIN-LINK

FENCE

1'-3"

#5 AT 9" MAX.

#5 AT 9" MAX.

1'-0"

8'-0"

#5 AT 9" MAX. E.F.

A

T

M A

X E .F

H

H

6"

E Q S

P A

A

T

E .F

1'-0"

WATERSTOP

(TYP. ALL AROUND)

SEE NOTE 6

2 LAYERS OF

30# FELT

BONDBREAKER

CULVERT H2

#5 AT 9" MAX.

#4 STIRRUPS

AT 9" MAX.

CHAIN-LINK

FENCE

4"

E A F

A C

E

C L

2'-0"

4'-6"

2'-6" L

SYMM. ABT.

C CULVERT

AND HEADWALL

WATERSTOP (TYP.)

#5 SPA. WITH

WINGWALL

REINFORCING

CULVERT H2

'-1

" (T Y

P

#5 AT 9" MAX.

#5 AT 9" MAX.

1'-0"

K

SECTION

SCALE: 1/2"=1'-0"

4"

E A F

A C

E

C L

2'-0"

4'-6"

2'-6" L

SYMM. ABT.

C CULVERT

AND HEADWALL

CULVERT H2

'-1

" (T Y

P

#5 AT 9" MAX.

#5 AT 9" MAX.

#4 STIRRUP

AT 9" MAX. (TYP.)

F

#5

OPTIONAL

4" LOW-STRENGTH

CONCRETE MUD SLAB

NOTE: SECURITY GRATE NOT SHOWN FOR CLARITY.

NOTE: SECURITY GRATE NOT SHOWN FOR CLARITY.

NOTE: SECURITY GRATE NOT SHOWN FOR CLARITY.

1" DIA. PVC SCH. 40

PIPE FOR LEVEL

SENSOR CONNECTION

MAX. E.F.

#5 AT 8"

4"

MAX. E.F.

#5 AT 8"

2'-0"2'-6" 2'-0" 2'-6"

3" (TYP.)

(T

Y P

CHAIN-LINK FENCE (TYP.)

#5 AT 9" MAX.

J

J

6" (TYP.)

4"

A N

D B

O T

T

C L (T

P

E .F

AT 9" MAX.

6-#4 STIRRUPS

K

K

MAX. E.F.

#5 AT 8"

MAX. E.F.

#5 AT 8"

1" DIA. PVC PIPE

6"

(NOTE A) (NOTE A)

6" MIN. CRUSHED STONE

6" MIN.

CRUSHED STONE

NOTE A: PROVIDE 1'-7" HOOK ON VERTICAL #5

AT BOTTOM, SIMILAR TO SECTION G-G.

" 5

CONST. JT.

A T

S

P A

CONST. JT.

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d g n

S .G .K

D R

A

IN

A G

E S

T R

U C

T U

R E H

S E

C T

IO

N S A

N D D

E T

A

IL

S

2' 4'0 1'

SCALE: 1/2"=1'-0"

SCALE: 3/8"=1'

0 2' 4' 6'

X .X .X

WORK ON THIS

X .X .X

S-705

NO. 732 OR APPROVED EQUAL.

6" RIBBED CENTER BULB WATERSTOP, SIKA GREENSTREAK

WATERSTOP BETWEEN CULVERT AND HEADWALLS SHALL BE6.

FOR CHAIN-LINK FENCE DETAILS, SEE SHEET S-812.5.

FOR SECURITY GRATE DETAILS, SEE SHEET S-723.4.

FOR CULVERT DETAILS, SEE SHEET S-704.3.

FOR DRAINAGE STRUCTURE PROFILE, SEE CIVIL SHEETS.2.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

L

SECTION

SCALE: 1/2"=1'-0"

1'-0"

P

SECTION

SCALE: 1/2"=1'-0"

N

SECTION

SCALE: 1/2"=1'-0"M

SECTION

SCALE: 1/2"=1'-0"

SCALE: 3/8" = 1'-0"

PLAN - HEADWALL H2-3

A

T

M A

X E .F

#5 AT 9" MAX.

#5 AT 9" MAX.

#5 AT 9" MAX.

6"

CONST. JT.

1'-0"

6" MIN.

CRUSHED

STONE

EA. FACE

2" CL.

(TYP.)

1'-7"

1'-3"

#5 AT 9" MAX.

#5 AT 9" MAX.

1'-0"

8'-0"

#5 AT 9" MAX. E.F.

A

T

M A

X E .F

N

N

6"

E Q S

P A

A

T

E .F

#5 AT 9" MAX.

1'-0"

2-#5

WATERSTOP

(TYP. ALL AROUND)

SEE NOTE 6

2 LAYERS OF

30# FELT

BONDBREAKER

CULVERT H2

#5 AT 9" MAX.

#4 STIRRUPS

AT 9" MAX.

CHAIN-LINK

FENCE

4"

E A F

A C

E

C L

2'-0"

4'-6"

2'-6" L

SYMM. ABT.

C CULVERT

AND HEADWALL

WATERSTOP (TYP.)

#5 SPA. WITH

WINGWALL

REINFORCING

CULVERT H2

'-1

" (T Y

P

1'-0"

Q

SECTION

SCALE: 1/2"=1'-0"

4"

E A F

A C

E

C L

2'-0"

4'-6"

2'-6" L

SYMM. ABT.

C CULVERT

AND HEADWALL

CULVERT H2

'-1

" (T Y

P

#4 STIRRUP

AT 9" MAX. (TYP.)

#5

OPTIONAL

4" LOW-STRENGTH

CONCRETE MUD SLAB

MAX. E.F.

#5 AT 8"

4"

MAX. E.F.

#5 AT 8"

2'-0"2'-6" 2'-0" 2'-6"

3" (TYP.)

(T

Y P

/2

2-#5

#5 AT 9" MAX.

P

6" MIN.

CRUSHED

STONE

A N

D B

O T

T

C L (T

O

6-#5 AT 9" MAX.

P A

A T

E

6-#4 STIRRUPS

Q

Q

1" DIA. PVC PIPE

6"

9'-3"

8'-0" 1'-3"

1'-0"

/4

1'-0"

'-0

" (T Y

P

L

L

LC CULVERT AND

HEADWALL

CULVERT H2

FLAP GATE

CHAIN-LINK

FENCE

M

M

1" DIA. PVC SCH. 40

PIPE FOR LEVEL

SENSOR CONNECTION

CHAIN-LINK

FENCE (TYP.)

NOTE: FLAP GATE NOT SHOWN FOR CLARITY.

NOTE: FLAP GATE NOT SHOWN FOR CLARITY.

NOTE: FLAP GATE NOT SHOWN FOR CLARITY.

#5 AT 9" MAX.

#5 AT 9" MAX.

#5 AT 9" MAX.

#5 AT 9" MAX.

(NOTE A) (NOTE A)

MAX. E.F.

#5 AT 8"

MAX. E.F.

#5 AT 8"

6" MIN. CRUSHED STONE

NOTE A: PROVIDE 1'-7" HOOK ON VERTICAL #5

AT BOTTOM, SIMILAR TO SECTION M-M.

#5

CONST. JT.

2-#5

" 4

CONST. JT.

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-706

.G .K

S E

C T

IO

N S A

N D D

E T

A

IL

S

B .J .E

2' 4'0 1'

SCALE:1/2"=1'-0"

SCALE:3/8"=1'

0 2' 4' 6'

T .M .T

D R

A

IN

A G

E S

T R

U C

T U

R E

WORK ON THIS

NO. 732 OR APPROVED EQUAL.

6" RIBBED CENTER BULB WATERSTOP, SIKA GREENSTREAK

WATERSTOP BETWEEN CULVERT AND HEADWALL SHALL BE6.

FOR FLAP GATE REQUIREMENTS, SEE SPECIFICATIONS.5.

FOR CHAIN-LINK FENCE DETAILS, SEE SHEET S-812.4.

FOR CULVERT DETAILS, SEE SHEET S-704.3.

FOR DRAINAGE STRUCTURE PROFILE, SEE CIVIL SHEETS.2.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

3/16

TYP TYP

1/8 "

3/4" DIA. RUNG

IN LADDER RAIL

13/16" DIA. HOLE

DETAIL

SCALE: NONE

LADDER RAIL

TOEBOARD

A

SECTION

SCALE: 3"=1'-0"

2" (TYP.)

/4

L GUARDRAIL

3/4" PL.

1 1/2" DIA.

SCHEDULE 80 POST

C

CJP

DETAIL

SCALE: 3"=1'-0"

1 1/2" DIA.

SCHEDULE 80 POST

3/16

3/16

(TYP.)

PL. 3/4"x5 1/2"x8"

A

A

TOEBOARD

TOP OF

CONCRETE

5'-0" (MAX.)

TYP

CJP

5'-0" (MAX.)

TOEBOARD

1/4" X 4"

TYPICAL GUARDRAIL DETAILS

TOP OF

CONCRETE

SCALE: 1" = 1'-0"

40 PIPE RAILING (TYP)

1 1/2" DIA. SCHEDULE

80 PIPE POST (TYP)

1 1/2" DIA. SCHEDULE

LADDER SUPPORT DETAIL

SCALE: 1 1/2" = 1'-0"

/4

7"

L RUNGSC

" SYMM. ABT.

C LADDERL

3/16

3 SIDES

LADDER RAIL

3/8" PL.

LADDER SUPPORT

3/8"X4" BENT BAR

TOP OF

CONCRETE FILL

3'-0"

1'-6"

L LADDERC

SCALE: 1/2" = 1'-0"

ACCESS LADDER

8"8"

HINGED

GRATING PANEL

R

U N

G S A

T

O

N C

T R

/8

EL. 51.88'

EL. 34.56'

GUARDRAIL

SMOOTH BAR

RUNG 3/4" DIA.

SUPPORT (TYP)

BAR LADDER

3/8" x 4" BENT

3"x3/8" FLAT BAR

LADDER RAIL (TYP)

S

P A

A T

4" MIN.

EPOXY ADHESIVE

THREADED ROD WITH

1/2" DIA. GALVANIZED

EPOXY ADHESIVE

THREADED ROD WITH

5/8" DIA. GALVANIZED

/8

M

IN

EPOXY ADHESIVE

THREADED ROD WITH

5/8" DIA. GALVANIZED

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-707

.G .K

T .M .T

S E

C T

IO

N S A

N D D

E T

A

IL

S

SCALE: 3"=1'-0"

3" 6" 9" 12"

1' 2'0 6"

SCALE:1-1/2"=1'-0"

2' 4'0 1'

SCALE:1/2"=1'-0"

1' 2'0 6"

SCALE:1"=1'-0"

B .J .E

D R

A

IN

A G

E S

T R

U C

T U

R E

WORK ON THIS

GUARDRAIL ______________ 2,900 LBS.

LADDER SUPPORTS _______ 7,500 LBS

AN ULTIMATE TENSILE CAPACITY SHOWN PER THREADED ROD:

RODS AT THE FOLLOWING LOCATIONS SHALL BE CAPABLE OF DEVELOPING

EPOXY ADHESIVE USED FOR THE INSTALLATION OF GALVANIZED THREADED6.

AND WASHERS SHALL BE GALVANIZED PER ASTM F2329.

WASHERS SHALL CONFORM TO ASTM F436. THREADED RODS, NUTS

NUTS SHALL BE HEAVY HEX CONFORMING TO ASTM A563 GRADE A AND

GUARDRAIL ______________ ASTM F1554 GRADE 36.

LADDER SUPPORTS _______ ASTM F1554 GRADE 55

THREADED RODS SHALL CONFORM TO THE FOLLOWING:5.

BE GALVANIZED.

ALL GUARDRAIL AND LADDER COMPONENTS AND ANCHORS SHALL 4.

GUARDRAIL PIPE SHALL BE ASTM A53, TYPE E OR S, GRADE B. 3.

OF STEEL CONFORMING TO ASTM A36.

ALL LADDERS AND GUARDRAIL PLATES SHALL BE FABRICATED2.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

SCALE: 1/4" = 1'-0"

54'-2" 34'-5"

TO BOUND BROOK

7'-6"

3'-9" 3'-9"

TOP OF LEVEE

8'-0"

ACTUATOR

SLUICE GATE

PT. H6-2

COORDINATE

STRUCTURE H6-2

C DRAINAGEL

L

L

LEVEE

C SEGMENT H

ELECTRICAL CONDUITS

A

S-709

PT. H6-3

COORDINATE

AND HEADWALLS

C CULVERT

CULVERT H6

CULVERT H6

PLAN - DRAINAGE STRUCTURE H6

HEADWALL H6-1

PROTECTED SIDEFLOOD SIDE

SEE NOTE 8

GUARDRAIL,

SHEET S-812

FENCE, SEE

CHAIN LINK

PT. H6-1

COORDINATE

NOTE 9)

GRATE (SEE

SECURITY

SENSOR

LEVEL

8'-0"

SHEET S-812

FENCE, SEE

CHAIN LINK

A

S-709

SENSOR

LEVEL

FLAP GATE

HEADWALL H6-3

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-708

.G .K

4' 8'0 2'

SCALE:1/4"=1'-0"

T .M .T

T .M .T

D R

A

IN

A G

E S

T R

U C

T U

R E

L

A N

OPTION 1 CONTRACT

SHEET IS IN THE

WORK ON THIS

ELECTRICAL SHEETS.

FOR LOCATION AND NUMBER OF ELECTRICAL CONDUITS, SEE11.

FOR LEVEL SENSOR DETAILS, SEE ELECTRICAL SHEETS.10.

FOR SECURITY GRATE DETAILS, SEE SHEET S-723.9.

FOR LADDER AND GUARDRAIL DETAILS, SEE SHEET S-714.8.

FOR HEADWALL H6-3 PLANS AND DETAILS, SEE SHEET S-713.7.

FOR HEADWALL H6-1 PLANS AND DETAILS, SEE SHEET S-712.6.

FOR CULVERT H6 SECTION, SEE SHEET S-711.5.

20 FT. SEE SHEET S-711 FOR JOINT DETAILS AND NOTES.

TYPICAL CULVERT JOINT SPACING SHALL NOT EXCEED4.

FOR COORDINATES, SEE CIVIL SHEETS.3.

SEE CIVIL SHEETS.

FOR DRAINAGE STRUCTURE LOCATION AND PROFILE,2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

7'-6"

1'-6"

A

SECTION

SCALE: 1/2"=1'-0"

#5 AT 8" MAX. #6 AT 8" MAX.

#5 AT 8" MAX.

#6 AT 8" MAX.

FLAP GATE

3'-0"3'-0"

11'-6"

BASE SLAB

FLOW

TO BOUND BROOK

S-708

SLUICE GATE

GUARDRAIL

GRATING

SUPPORT

ANGLE

(TYP.)

3" CL.

#5 AT 8" MAX.

#6 AT 8" MAX.

1'-0" (TYP.)

EL. 35.50'

EL. 52.48'

EL. 36.00'EL. 35.77'

EL. 35.77'

#5 AT 8" MAX. (TYP.)

#5 AT 8"

MAX. (TYP.)

DRAINAGE

STRUCTURE H6-2

HEADWALL H6-3

9"

CULVERT H6

6" MIN. CRUSHED

STONE (TYP.)

2 LAYERS OF 30# FELT

BONDBREAKER (TYP.)

GUIDE

2-#6 EACH

FACE (TYP.)

E.F. (TYP.)

3-#6 EQ. SPA.

#5 AT 8" MAX. (TYP.)

SECURITY

GRATE

7'-6"

3'-0"3'-0"1'-6"

1'-6"2'-3"

GRATING

SPAN

L

L

C ACCESS

LADDER

L

9"

1'-6"

SCALE: 1/2" = 1'-0"

PVC PIPE SLEEVE

FOR SLUICE GATE

STEM, SEE NOTE 8

GRATING SUPPORT,

PC L3x2x1/4 LLH

C CULVERT AND

HEADWALLS

C DRAINAGE

STRUCTURE H6-2

1'-6"

PLAN - TOP OF DRAINAGE STRUCTURE H6-2

GUARDRAIL,

SEE NOTE 5

B

S-710

B

S-710

CULVERT H6

HEADWALL H6-1

C

S-710

C

S-710

D

S-710

D

S-710

TOP OF

LEVEE

FLOOD SIDE PROTECTED SIDE

3'-5 1/2"x2'-8" FIXED

GRATING PANEL

3'-5 1/2"x3'-0" HINGED

GRATING PANEL

6"6"

#5 AT 8" MAX.

1'-6"

1'-7"

SLUICE GATE

GROUT POCKET,

SEE NOTE 12

WATERSTOP

(TYP. ALL AROUND)

SEE NOTE 13

CONCRETE FILL

SEE NOTE 11

6" (TYP.)

CHAIN LINK

FENCE (TYP.)

E

S-710

E

S-710

TOP AND

5-#5 EQ. SPA.

BOTTOM

OPTIONAL

4" LOW-STRENGTH

CONCRETE MUD

SLAB (TYP.)

2 3/4 "

SCALE: 3"=1'-0"

1/2" DIA. x4" WELDED HEADED

STUDS AT 18" MAX. CTRS. USE

BENT STUDS AS REQUIRED

TO CLEAR REINFORCEMENT

(TYP.)

1/2 " GAP

SCALE: 3"=1'-0"

GRATING HINGE DETAIL

GRATING SUPPORT ANGLE DETAIL

1/2 "

L3x2x1/4, TRIM VERTICAL

LEG AS REQ'D.

3/8" THREADED STUDS

WELDED TO L3x2 WITH

NUTS AND GRATING

CLIPS

(TYP.)

1/2 " GAP2 3/4 "

1/2 "

GRATING PANEL, EDGES

BANDED ALL AROUND

HINGE (WELD

TO 1/4" PLATES)

GRATING PANEL, EDGES

BANDED ALL AROUND

1/4" PLATE FOR HINGE

CONNECTION - NOTCH

BEARING BARS FOR

INSTALLATION OF PLATE.

ENGAGE 3 BEARING BARS.

WELD PLATE TO BEARING BARS

1/2" DIA. x4" WELDED HEADED

STUDS AT 18" MAX. CTRS. USE

BENT STUDS AS REQUIRED

TO CLEAR REINFORCEMENT

L3x2x1/4, TRIM VERTICAL

LEG AS REQ'D.

1/4" PLATE

FOR HINGE

CONNECTION

3/16

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-709

.G .K

T .M .T

T .M .T

D R

A

IN

A G

E S

T R

U C

T U

R E H

SCALE: 3"=1'

3" 6" 1'

2' 4'0 1'

SCALE:1/2"=1'-0"

T O

P P

L A

N S

E C

T

IO

N S A

N D D

E T

A

IL

WORK ON THIS

FOR SECURITY GRATE DETAILS, SEE SHEET S-723.15.

SPECIFICATIONS.

WITH THE MANUFACTURER'S REQUIREMENTS. FOR FLAP GATE REQUIREMENTS, SEE

TYPE 304 OR 316 STAINLESS STEEL POST-INSTALLED ADHESIVE ANCHORS IN ACCORDANCE

FLAP GATE SHALL BE MOUNTED ON A GROUT PAD AND ATTACHED TO THE WALLS WITH14.

CENTERBULB, SIKA MODEL 732 OR APPROVED EQUAL.

PVC WATERSTOP BETWEEN DRAINAGE STRUCTURE AND CULVERT SHALL BE 6" RIBBED WITH13.

GROUT AFTER GATE IS INSTALLED AND ADJUSTED.

BE AS REQUIRED BY SLUICE GATE MANUFACTURER. POCKET SHALL BE FILLED WITH NON-SHRINK

GROUT POCKET DIMENSIONS FOR SLUICE GATE ARE FOR INFORMATION ONLY. FINAL SIZE TO12.

TO 1/4" AMPLITUDE.

PRIOR TO PLACEMENT OF CONCRETE FILL, TOP SURFACE OF BASE SLAB SHALL BE ROUGHENED

CONCRETE FILL SHALL BE PLACED AFTER INSTALLATION AND ADJUSTMENT OF SLUICE GATE.11.

SPECIFICATIONS.

WITH THE MANUFACTURER'S REQUIREMENTS. FOR SLUICE GATE REQUIREMENTS, SEE

TYPE 304 OR 316 STAINLESS STEEL POST-INSTALLED ADHESIVE ANCHORS IN ACCORDANCE

SLUICE GATES SHALL BE MOUNTED ON A GROUT PAD AND ATTACHED TO THE WALLS WITH10.

GATE STEM GUIDE QUANTITY AND DETAILS SHALL BE PER MANUFACTURER'S REQUIREMENTS.9.

STEM WITH SLUICE GATE MANUFACTURER.

CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF PIPE SLEEVE FOR SLUICE GATE8.

GRATING PANELS AND AT WALLS.

BEARING BARS. PANELS SHALL BE BANDED ALL AROUND. PROVIDE 1/2" GAP BETWEEN

GRATING PANELS SHALL BE TYPE 19W4 GALVANIZED GRATING WITH 3/4"x3/16"7.

FOR LADDER DETAILS, SEE SHEET S-714.6.

FOR GUARDRAIL DETAILS, SEE SHEET S-714.5.

FOR HEADWALL H6-3 PLAN, SECTIONS AND DETAILS, SEE SHEET S-713.4.

FOR HEADWALL H6-1 PLAN, SECTIONS AND DETAILS, SEE SHEET S-712.3.

FOR CULVERT SECTION AND JOINT DETAILS, SEE SHEET S-711.2.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

C

SECTION

SCALE: 1/2"=1'-0"

S-709

NOTE: SLUICE GATE NOT SHOWN FOR CLARITY.

B

SECTION

SCALE: 1/2"=1'-0"

8'-6"1'-0"

10'-6"

1'-0"

#5 AT 8" MAX.

#6 AT 8" MAX.

#5 AT 8" MAX.

#6 AT 8" MAX.

#6 AT 8" MAX.#5 AT 8" MAX.

GUARDRAIL

(T Y

P

1'-0" (TYP.)

12'-6"

CONCRETE FILL

SEE NOTE 7

BASE SLAB

GUARDRAIL

ACCESS LADDER

O P

E N

IN

G

OPENING

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

/2

EL. 34.77'

EL. 52.48'

6" MIN. CRUSHED

STONE (TYP.)

S-709

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

7'-6"

#6 AT 8" MAX.

#6 AT 8" MAX.

ACCESS

LADDER

1'-0"1'-0"

2'-5"

E A

C H F

A C

E

T Y

P

A

T

M A

X

(T

Y P

(T Y

P

(T Y

P

(T Y

P

E .F

T Y

P

A

T

M A

E.F. (TYP.)

#6 AT

8" MAX.

SLUICE

GATE STEM

#6 AT 8" MAX.

CORNER BAR,

(TYP.)

4'-6"2'-6" 2'-6"

9'-6"

11'-6"

1'-0" 1'-0"

BASE SLAB

D

SECTION

SCALE: 1/2"=1'-0"

S-709

ACCESS

LADDER

#5 AT 8" MAX.#6 AT 8" MAX.

#5 AT 8" MAX.

#6 AT 8" MAX.

WATERSTOP (TYP.

ALL AROUND),

SEE NOTE 6

#5 AT 8"

MAX. (TYP.)

#5 AT 8"

MAX. (TYP.)

NOTE: SLUICE GATE NOT SHOWN FOR CLARITY.

CULVERT H6

CULVERT H6

SLUICE GATE

GROUT POCKET

SEE NOTE 4

(T Y

P

A

T

M A

X

(T Y

P

A

T

M A

X

LC CULVERT AND

HEADWALL

T O

P A

N D B

O T

T O

M

A

T

M A

X

T O

P A

N D

A

T

M A

X

B O

T T

O M

PVC PIPE SLEEVE

FOR SLUICE

3'-0"

NOTE: GRATING NOT

SHOWN FOR CLARITY.

6" (TYP.)

#5 AT 8"

MAX. (TYP.)

#4 AT 8" MAX.

ACROSS HEIGHT

OF OPENING (TYP.)

#4 AT 8" MAX.

ACROSS HEIGHT

OF OPENING (TYP.)

#5 TOP AND

BOTTOM

5-#5 EQ. SPA. (TOP AND

BOTT.) SPA. TO MISS

PIPE SLEEVE FOR

SLUICE GATE STEM

6-#4 STIRRUPS AT 8" MAX.

SPA. TO MISS PIPE SLEEVE

FOR SLUICE GATE STEM

S-709

A N

D B

O T

T

C L (T

O P

EA. FACE)

2" CL. (TYP.

STEEL GRATING

PANEL (TYP.)

HINGED STEEL

GRATING PANEL

#5 DOWELS

SPA. WITH #5

IN WALL (TYP.)

E

VIEW

SCALE: 1/2"=1'-0"

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-710

.G .K

T .M .T

S E

C T

IO

N S A

N D D

E T

A

IL

S

T .M .T

D R

A

IN

A G

E S

T R

U C

T U

R E H

ROUGHENED TO 1/4" AMPLITUDE.

CONCRETE FILL, TOP SURFACE OF BASE SLAB SHALL BE

ADJUSTMENT OF SLUICE GATE. PRIOR TO PLACEMENT OF

CONCRETE FILL SHALL BE PLACED AFTER INSTALLATION AND7.

FOR WATERSTOP INFORMATION, SEE SHEET S-709.6.

FOR SLUICE GATE REQUIREMENTS, SEE SPECIFICATIONS.5.

ADJUSTED.

NON-SHRINK GROUT AFTER GATE IS INSTALLED AND

GATE MANUFACTURER. POCKET SHALL BE FILLED WITH

INFORMATION ONLY. FINAL SIZE TO BE REQUIRED BY SLUICE

GROUT POCKET DIMENSIONS FOR SLUICE GATE ARE FOR4.

FOR LADDER DETAILS, SEE SHEET S-714.3.

FOR GUARDRAIL DETAILS, SEE SHEET S-714.2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

NOTES:

OPTION 1 CONTRACT

SHEET IS IN THE

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

4'-0"

6'-0"

1'-0" 1'-0"

(T Y

P

C L

R

T Y

P

C L

R

(TYP.)

1'-10"

TYP.

3"3

T Y

P

#5 AT 8" MAX.,

(TYP.)

#5 AT 12" MAX.

#5 AT 12" MAX.

SCALE: 3/4"=1'-0"

#5 AT 8" MAX.

#5 AT 8" MAX.

CONST. JT. (TYP.)

#5 AT 12"

MAX., (TYP.)

#5 (TYP.)

SECTION THRU CULVERT H6

6" (TYP.)

OPTIONAL 4" LOW-STRENGTH

CONCRETE MUD SLAB

SCALE: 1 1/2"=1'-0"

ROOF AND FLOOR SLAB JOINT

TYPICAL CULVERT

SCALE: 1 1/2"=1'-0"

WALL JOINT

TYPICAL CULVERT

6" 6"

/2

OUTSIDE

INSIDE

1/2 "

1" DOWEL BAR

(SEE NOTE B)

1/2" PREFORMED

JOINT FILLER

CULVERT JOINT NOTES:

A. TYPICAL CULVERT JOINT SPACING SHALL NOT EXCEED 20 FT.

B. ONE - 1" O.D. x 12" LONG DOWEL BAR WITH BOND-BREAKING

PLASTIC SLEEVE ON ONE SIDE PLACED AT MIDHEIGHT OF

EACH WALL.

C. PVC WATERSTOP 6" WIDE RIBBED WITH CENTERBULB.

GREENSTREAK MODEL 732 OR APPROVED EQUAL.

WATERSTOP

(SEE NOTE C)

OUTSIDE

INSIDE

1/2 "

1/2" PREFORMED

JOINT FILLER

WATERSTOP

(SEE NOTE C)

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-711

.G .K

T .M .T

S E

C T

IO

N S A

N D D

E T

A

IL

S

1' 2'0 6"

SCALE:1-1/2"=1'

SCALE:3/4"=1'

0 1' 2' 3'

T .M .T

D R

A

IN

A G

E S

T R

U C

T U

R E

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTE:

OPTION 1 CONTRACT

SHEET IS IN THE

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

F

SECTION

SCALE: 1/2"=1'-0"

1'-0"

J

SECTION

SCALE: 1/2"=1'-0"

H

SECTION

SCALE: 1/2"=1'-0"G

SECTION

SCALE: 1/2"=1'-0"

SCALE: 3/8" = 1'-0"

PLAN - HEADWALL H6-1

9'-3"

8'-0"1'-3"

1'-0"

G

G

(T

Y P

SECURITY

GRATE

L

CULVERT H6

C CULVERT

AND HEADWALL

1'-0"

F

CHAIN-LINK

FENCE

4"

E A F

A C

E

C L

2'-0"

4'-6"

2'-6" L

SYMM. ABT.

C CULVERT

AND HEADWALL

WATERSTOP (TYP.)

#5 SPA. WITH

WINGWALL

REINFORCING

CULVERT H6

'-1

" (T Y

P

#5 AT 9" MAX.

#5 AT 9" MAX.

1'-0"

K

SECTION

SCALE: 1/2"=1'-0"

4"

E A F

A C

E

C L

2'-0"

4'-6"

2'-6" L

SYMM. ABT.

C CULVERT

AND HEADWALL

CULVERT H6

'-1

" (T Y

P

#5 AT 9" MAX.

#5 AT 9" MAX.

#4 STIRRUP

AT 9" MAX. (TYP.)

F

#5

NOTE: SECURITY GRATE NOT SHOWN FOR CLARITY.

NOTE: SECURITY GRATE NOT SHOWN FOR CLARITY.

NOTE: SECURITY GRATE NOT SHOWN FOR CLARITY.

1" DIA. PVC SCH. 40

PIPE FOR LEVEL

SENSOR CONNECTION

MAX. E.F.

#5 AT 8"

4"

MAX. E.F.

#5 AT 8"

/4

NOTE A: PROVIDE 1'-7" HOOK ON VERTICAL #5

AT BOTTOM, SIMILAR TO SECTION G-G.

A

T

M A

X E .F

#5 AT 9" MAX.

#5 AT 9" MAX.

#5 AT 9" MAX.

6"

CONST. JT.

1'-0"

6" MIN.

CRUSHED

STONE

EA. FACE

2" CL.

(TYP.)

1'-7"

CHAIN-LINK

FENCE

2'-0"2'-6" 2'-0" 2'-6"

3" (TYP.)

(T

Y P

CHAIN-LINK FENCE (TYP.)

#5 AT 9" MAX.

J

J

A N

D B

O T

T

C L (T

E

6-#4 STIRRUPS

K

K

MAX. E.F.

#5 AT 8"

MAX. E.F.

#5 AT 8"

1" DIA. PVC PIPE

6"

(NOTE A) (NOTE A)

6" MIN.

CRUSHED STONE

CONST. JT.

A T

S

P A

1'-3"

#5 AT 9" MAX.

#5 AT 9" MAX.

1'-0"

8'-0"

#5 AT 9" MAX. E.F.

A

T

M A

X E .F

H

H

6"

E Q S

P A

A

T

E .F

1'-0"

WATERSTOP

(TYP. ALL AROUND)

SEE NOTE 6

2 LAYERS OF

30# FELT

BONDBREAKER

CULVERT H6

#5 AT 9" MAX.

#4 STIRRUPS

AT 9" MAX.

OPTIONAL

4" LOW-STRENGTH

CONCRETE MUD SLAB

6" MIN. CRUSHED STONE

CONST. JT.

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d g n

S .G .K

D R

A

IN

A G

E S

T R

U C

T U

R E H

S E

C T

IO

N S A

N D D

E T

A

IL

S

2' 4'0 1'

SCALE: 1/2"=1'-0"

SCALE: 3/8"=1'

0 2' 4' 6'

X .X

WORK ON THIS

X .X .X

S-712

NO. 732 OR APPROVED EQUAL.

6" RIBBED CENTER BULB WATERSTOP, SIKA GREENSTREAK

WATERSTOP BETWEEN CULVERT AND HEADWALLS SHALL BE7.

FOR LEVEL SENSOR DETAILS, SEE ELECTRICAL SHEETS.6.

FOR CHAIN-LINK FENCE DETAILS, SEE SHEET S-812.5.

FOR SECURITY GRATE DETAILS, SEE SHEET S-723.4.

FOR CULVERT DETAILS, SEE SHEET S-711.3.

FOR DRAINAGE STRUCTURE PROFILE, SEE CIVIL SHEETS.2.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

L

SECTION

SCALE: 1/2"=1'-0"

1'-0"

P

SECTION

SCALE: 1/2"=1'-0"

N

SECTION

SCALE: 1/2"=1'-0"M

SECTION

SCALE: 1/2"=1'-0"

SCALE: 3/8" = 1'-0"

PLAN - HEADWALL H6-3

4"

E A F

A C

E

C L

2'-0"

4'-6"

2'-6" L

SYMM. ABT.

C CULVERT

AND HEADWALL

WATERSTOP (TYP.)

#5 SPA. WITH

WINGWALL

REINFORCING

CULVERT H6

'-1

" (T Y

P

1'-0"

Q

SECTION

SCALE: 1/2"=1'-0"

4"

E A F

A C

E

C L

2'-0"

4'-6"

2'-6" L

SYMM. ABT.

C CULVERT

AND HEADWALL

CULVERT H6

'-1

" (T Y

P

#4 STIRRUP

AT 9" MAX. (TYP.)

#5

MAX. E.F.

#5 AT 8"

4"

MAX. E.F.

#5 AT 8"

9'-3"

8'-0" 1'-3"

1'-0"

/4

1'-0"

'-0

" (T Y

P

L

L

LC CULVERT AND

HEADWALL

CULVERT H6

FLAP GATE

CHAIN-LINK

FENCE

M

M

1" DIA. PVC SCH. 40

PIPE FOR LEVEL

SENSOR CONNECTION

NOTE: FLAP GATE NOT SHOWN FOR CLARITY.

NOTE: FLAP GATE NOT SHOWN FOR CLARITY.

NOTE: FLAP GATE NOT SHOWN FOR CLARITY.

#5 AT 9" MAX.

#5 AT 9" MAX.

#5 AT 9" MAX.

#5 AT 9" MAX.

NOTE A: PROVE 1'-7" HOOK ON VERTICAL #5

AT BOTTOM, SIMILAR TO SECTION M-M.

A

T

M A

X E .F

#5 AT 9" MAX.

#5 AT 9" MAX.

#5 AT 9" MAX.

6"

CONST. JT.

1'-0"

6" MIN.

CRUSHED

STONE

EA. FACE

2" CL.

(TYP.)

1'-7"

CHAIN-LINK

FENCE

#5

1'-3"

#5 AT 9" MAX.

#5 AT 9" MAX.

1'-0"

8'-0"

#5 AT 9" MAX. E.F.

A

T

M A

X E .F

N

N

6"

E Q S

P A

A

T

E .F

#5 AT 9" MAX.

1'-0"

2-#5

WATERSTOP

(TYP. ALL AROUND)

SEE NOTE 6

2 LAYERS OF

30# FELT

BONDBREAKER

CULVERT H6

#5 AT 9" MAX.

#4 STIRRUPS

AT 9" MAX.

OPTIONAL

4" LOW-STRENGTH

CONCRETE MUD SLAB

6" MIN. CRUSHED STONE

CONST. JT.

2-#5

" 4

2'-0"2'-6" 2'-0" 2'-6"

3" (TYP.)

(T

Y P

/2

2-#5

#5 AT 9" MAX.

P

CRUSHED

STONE

A N

D B

O T

T

C L (T

O

P A

A T

E

6-#4 STIRRUPS

Q

Q

1" DIA. PVC PIPE

6"

CHAIN-LINK

FENCE (TYP.)

(NOTE A) (NOTE A)

MAX. E.F.

#5 AT 8"

MAX. E.F.

#5 AT 8"

CONST. JT.

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-713

.G .K

D R

A

IN

A G

E S

T R

U C

T U

R E H

S E

C T

IO

N S A

N D D

E T

A

IL

S

2' 4'0 1'

SCALE: 1/2"=1'-0"

SCALE: 3/8"=1'

0 2' 4' 6'

T M .T

B .J .E

WORK ON THIS

NO. 732 OR APPROVED EQUAL.

6" RIBBED CENTER BULB WATERSTOP, SIKA GREENSTREAK

WATERSTOP BETWEEN CULVERT AND HEADWALLS SHALL BE7.

FOR LEVEL SENSOR DETAILS, SEE ELECTRICAL SHEETS.6.

FOR FLAP GATE REQUIREMENTS, SEE SPECIFICATIONS.5.

FOR CHAIN-LINK FENCE DETAILS, SEE SHEET S-812.4.

FOR CULVERT DETAILS, SEE SHEET S-711.3.

FOR DRAINAGE STRUCTURE PROFILE, SEE CIVIL SHEETS.2.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

TOP OF

CONCRETE FILL

3'-0"

1'-6"

L LADDERCGUARDRAIL

SCALE: 1/2" = 1'-0"

ACCESS LADDER

LADDER SUPPORT DETAIL

8"8"

SCALE: 1 1/2" = 1'-0"

3/16

TYP TYP

1/8 "

3/4" DIA. RUNG

IN LADDER RAIL

13/16" DIA. HOLE

DETAIL

SCALE: NONE

/2

R

U N

G S A

T

/2

O N C

T R

S

LADDER RAIL

HINGED

GRATING PANEL

/4

7"

L RUNGSC

" SYMM. ABT.

C LADDERL

3/16

3 SIDES

LADDER RAIL

3/8" PL.

LADDER SUPPORT

3/8"X4" BENT BAR

CJP

5'-0" (MAX.)

TYP

CJP

5'-0" (MAX.)

TOEBOARD

1/4" X 4"

TYPICAL GUARDRAIL DETAILS

TOEBOARD

TOEBOARD

DETAIL

SCALE: 3"=1'-0"

A

SECTION

SCALE: 3"=1'-0"

2" (TYP.)

/4

L GUARDRAIL

3/4" PL.

1 1/2" DIA.

SCHEDULE 80 POST

C

TOP OF

CONCRETE

SCALE: 1" = 1'-0"

1 1/2" DIA.

SCHEDULE 80 POST

TOP OF

CONCRETE

40 PIPE RAILING (TYP)

1 1/2" DIA. SCHEDULE

80 PIPE POST (TYP)

1 1/2" DIA. SCHEDULE

3/16

3/16

(TYP.)

PL. 3/4"x5 1/2"x8"

A

A

EL. 52.48'

EL. 35.77'

3"x3/8" FLAT BAR

LADDER RAIL (TYP)

SMOOTH BAR

RUNG 3/4" DIA.

SUPPORT (TYP)

BAR LADDER

3/8" x 4" BENT

S

P A

A T

4" MIN.

EPOXY ADHESIVE

THREADED ROD WITH

1/2" DIA. GALVANIZED

EPOXY ADHESIVE

THREADED ROD WITH

5/8" DIA. GALVANIZED

/8

M

IN

EPOXY ADHESIVE

THREADED ROD WITH

5/8" DIA. GALVANIZED

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-714

.G .K

D R

A

IN

A G

E S

T R

U C

T U

R E H

T .M .T

T .M .T

S E

C T

IO

N S A

N D D

E T

A

IL

S

SCALE: 3"=1'-0"

3" 6" 9" 12"

1' 2'0 6"

SCALE:1-1/2"=1'-0"

2' 4'0 1'

SCALE:1/2"=1'-0"

1' 2'0 6"

SCALE:1"=1'-0"

WORK ON THIS

GUARDRAIL ______________ 2,900 LBS.

LADDER SUPPORTS _______ 7,500 LBS

AN ULTIMATE TENSILE CAPACITY SHOWN PER THREADED ROD:

RODS AT THE FOLLOWING LOCATIONS SHALL BE CAPABLE OF DEVELOPING

EPOXY ADHESIVE USED FOR THE INSTALLATION OF GALVANIZED THREADED6.

AND WASHERS SHALL BE GALVANIZED PER ASTM F2329.

WASHERS SHALL CONFORM TO ASTM F436. THREADED RODS, NUTS

NUTS SHALL BE HEAVY HEX CONFORMING TO ASTM A563 GRADE A AND

GUARDRAIL ______________ ASTM F1554 GRADE 36.

LADDER SUPPORTS _______ ASTM F1554 GRADE 55

THREADED RODS SHALL CONFORM TO THE FOLLOWING:5.

BE GALVANIZED.

ALL GUARDRAIL AND LADDER COMPONENTS AND ANCHORS SHALL 4.

GUARDRAIL PIPE SHALL BE ASTM A53, TYPE E OR S, GRADE B. 3.

OF STEEL CONFORMING TO ASTM A36.

ALL LADDERS AND GUARDRAIL PLATES SHALL BE FABRICATED2.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

SCALE: 3/8" = 1'-0"

7'-6"

6'-8"

3'-4"3'-4"

10"

1'-3"

C

COORDINATE

POINT C1-3

NJDOT TYPE E GRATE

INLET AND FRAME

A

S-716

A

S-716

CL DRAINAGE

CHAMBER C1-3

BASE SLAB

COORDINATE

POINT C1-4

CULVERT C1

PLAN - CULVERT C1 AND DRAINAGE CHAMBER C1-3

SECURITY GRATE,

SEE SHEET S-723

RIPRAP, SEE

NOTE 5

C

L CULVERT

AND L DRAINAGE

CHAMBER

66'-5"

30" DIA. RCP

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-715

.G .K

T .M .T

SCALE:3/8"=1'

0 2' 4' 6'

FOR LIMITS OF RIPRAP, SEE EROSION CONTROL SHEETS.5.

FOR COORDINATES, SEE CIVIL SHEETS.4.

SEE CIVIL SHEETS.

FOR DRAINAGE CHAMBER LOCATION AND CULVERT PROFILE,3.

SEE SHEET S-717 FOR JOINT DETAILS.

TYPICAL CULVERT JOINT SPACING SHALL NOT EXCEED 20 FT.2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

NOTES:

B .J

C U

L V

E R

T C

A

N D

D R

A

IN

A G

E C

H A

M B

E R C

-3 P

L A

NOPTION 2 CONTRACT

SHEET IS IN THE

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

7'-6"

3'-4" 3'-4"

L DRAINAGE

CHAMBER

C

C

A

SECTION

SCALE: 1/2"=1'-0"

#5 AT 12" MAX.

#5 AT 12" MAX.

9'-0"

FLOW

S-715

EL. 31.22'

EL. 31.32'

6'-8"

30" DIA. RCP

1'-5 1/2 "

OPENING

3'-9"

1'-5 1/2 "

NJDOT TYPE E

GRATE INLET

AND FRAME

1" NOMINAL NON-SHRINK

GROUT UNDER FRAME

2-#5 (TOP AND

BOTT.) (TYP.)

6"

10"

/8

EL. 35.50'

(T Y

P

(TYP.)

7 1/2 "

#4 DOWELS AT

12" MAX. (TYP.)

2-#5 (TOP

AND BOTT.)

CONCRETE

FILL, SEE

NOTE 3

(TYP.)

1 1/2" CL.

EL. 30.32'

10"

1'-3"

3'-9"10" 10"

7 1/2 " 7 1/2 "

30" DIA. RCP

3" T Y P

(T Y

P

1'-6"

1-#5x3'-0" (TOP

AND BOTT.) (TYP.

EA CORNER)

SCALE: 1/2" = 1'-0"

D

S-717

D

S-717

WATERSTOP

(TYP. ALL AROUND)

SEE NOTE 4

1-#5

3-#5 (TOP

AND BOTT.)

E

S-717

E

S-717

B

C

B

C

10"5'-0"10"

10"

6'-8"

2'-0"

#5 AT 8" MAX.

CORNER BAR,

(TYP.)

#5 AT 8" MAX.

#4 AT 12" MAX.

#5 AT 8" MAX.

#5 AT 8" MAX.

#4 AT 12" MAX.

30" DIA. RCP

B

SECTION

SCALE: 1/2"=1'-0"

1'-8"5'-0"10"

1'-0"7'-6"

#4 AT 12" MAX.

6"

9'-0"

#5 AT 8" MAX.

#5 AT 8" MAX.

#4 AT 12" MAX.

WATERSTOP (TYP.

ALL AROUND),

SEE NOTE 4

2'-0"

#5 AT 8"MAX.

#5 AT 8" MAX.

#4 AT 12" MAX.

30" DIA. RCP

#5 AT 8" MAX.

CORNER BAR

C

SECTION

SCALE: 1/2"=1'-0"

BASE SLAB

BASE SLAB

/4

OPENING FOR NJDOT

TYPE E GRATE INLET

AND FRAME

#4 AT

12" MAX.

S P

A E .F

E

Q

S P

A E .F

E

Q

37°-36'-00"

(T Y

P

E

Q S

P A

(T Y

P

E

Q S

P A

CULVERT C1

CULVERT C1

EL. 31.33'

2 LAYERS OF 30#

FELT BONDBREAKER

6" (TYP.)

6" MIN. CRUSHED

STONE (TYP.)

#5 AT 8" MAX.

PREFORMED

FLEXIBLE JOINT

FILLER ALL

AROUND

CULVERT C1

L DRAINAGE

CHAMBER AND

L CULVERT C1C

SECURITY

GRATE (SEE

SHEET S-723)

#5 AT

12" MAX.

#5 AT 8" MAX.,

ACROSS HEIGHT

OF OPENING (TYP.)

E

Q S

P A E .F

#5 EQ.

SPA. (TYP.)

#4

#4

PLAN - TOP OF DRAINAGE CHAMBER C1-3

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-716

.G .K

D R

A

IN

A G

E C

H A

M B

E R C

-3

P L

A N A

N D S

E C

T

IO

N S

T .M .T

B .J .E

GREENSTREAK NO. 732 OR APPROVED EQUAL.

SHALL BE 6" RIBBED CENTER BULB WATERSTOP, SIKA

WATERSTOP BETWEEN DRAINAGE CHAMBER AND CULVERT4.

ROUGHENED TO 1/4" AMPLITUDE.

CONCRETE FILL, TOP SURFACE OF BASE SLAB SHALL BE

CULVERT C1 AND 30" RCP. PRIOR TO PLACEMENT OF

CONCRETE FILL SHALL BE PLACED AFTER PLACEMENT OF3.

FOR CULVERT DETAILS, SEE SHEET S-717.2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

NOTES:

OPTION 2 CONTRACT

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

#5 AT 12" MAX.

#5 AT 12" MAX.

10'-8"

6" (TYP.)

10"8'-0"10"

(TYP.)

1 1/2" CLR.

2'-0" 2'-0"4'-0" OPENING

O P

E N

IN

G

(T Y

P

C L

R

C L

R

BASE SLAB

#4 DOWELS AT

12" MAX. (TYP.)

6" 6"

EQ. SPA. (TOP

4-#5 AT

EQ. SPA. (TOP

4-#5 AT

EL. 35.50'

#5 AT 8"

MAX. (TYP.)

CONCRETE FILL

SEE NOTE 2

#4 AT 12"

MAX. (TYP.)

S-716

D

SECTION

SCALE: 1/2"=1'-0"

E

SECTION

SCALE: 1/2"=1'-0"

#5 AT 12" MAX. #5 AT 12" MAX.

10'-8"

S-716

6" (TYP.)

(TYP.)

1 1/2" CLR.

(T Y

P

BASE SLAB

#4 DOWELS AT

12" MAX. (TYP.)

EQ. SPA. (TOP

4-#5 AT

EQ. SPA. (TOP

4-#5 AT

EL. 35.50'

#5 AT 8"

MAX. (TYP.)

#4 AT 12"

MAX. (TYP.)

(TYP.)

3"

#5 AT 12"

MAX. (TYP.)

10"2'-0"4'-0"2'-0"10"

E .F (T

Y P

/2 C

L R

30" DIA. RCP

CONCRETE

FILL, SEE

NOTE 2

OPENING

1-#5x6'-6" EACH

FACE (TYP.)

6" (TYP.) 6" (TYP.)

6" MIN. CRUSHED

STONE (TYP.)

6" MIN. CRUSHED

STONE (TYP.)

AND BOTT.) AND BOTT.)

AND BOTT.) AND BOTT.)

(T O

P A

N D

/2 C

L R

B O

T T

#5

EQ. SPA.

5-#5 U-BARS

4'-0"

6'-0"

1'-0" 1'-0"

(T Y

P

C L

R

C L

R

(TYP.)

1'-10"

#5 AT 12" MAX.

#5 AT 12" MAX.

SCALE: 3/4"=1'-0"

#5 AT 8" MAX.

#5 AT 8" MAX.

#5 (TYP.)

SECTION THRU CULVERT C1

6" (TYP.)

6" MIN. CRUSHED STONE

(T Y

P

A

T

E .F

(T Y

P

3" (TYP.)

(T

Y P

CONST.

JT. (TYP.)

#5 AT 8"

MAX. (TYP.)

#5 AT 8"

MAX. (TYP.)

SCALE: 1 1/2"=1'-0"

ROOF AND FLOOR SLAB JOINT

TYPICAL CULVERT

SCALE: 1 1/2"=1'-0"

WALL JOINT

TYPICAL CULVERT

6" 6"

/2

OUTSIDE

INSIDE

1/2 "

1" DOWEL BAR

(SEE NOTE B)

1/2" PREFORMED

JOINT FILLER

WATERSTOP

(SEE NOTE C)

OUTSIDE

INSIDE

1/2 "

1/2" PREFORMED

JOINT FILLER

WATERSTOP

(SEE NOTE C)

CULVERT JOINT NOTES:

A. TYPICAL CULVERT JOINT SPACING SHALL NOT EXCEED 20 FT.

B. ONE - 1" O.D. x 12" LONG DOWEL BAR WITH BOND-BREAKING

PLASTIC SLEEVE ON ONE SIDE PLACED AT MIDHEIGHT OF

EACH WALL.

C. PVC WATERSTOP 6" WIDE RIBBED WITH CENTERBULB.

GREENSTREAK MODEL 732 OR APPROVED EQUAL.

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-717

.G .K

T .M .T

1' 2'0 6"

SCALE:1-1/2"=1'

SCALE:3/4"=1'

0 1' 2' 3'

2' 4'0 1'

SCALE:1/2"=1'-0"

B .J .E

D R

A

IN

A G

E C

H A

M B

E R C

-3 A

N D C

U L V

E R

T C

S E

C T

IO

N

ROUGHENED TO 1/4" AMPLITUDE.

CONCRETE FILL, TOP SURFACE OF BASE SLAB SHALL BE

CULVERT C1 AND 30" RCP. PRIOR TO PLACEMENT OF

CONCRETE FILL SHALL BE PLACED AFTER PLACEMENT OF2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

NOTES:

OPTION 2 CONTRACT

SHEET IS IN THE

4'-0"

6'-0"

1'-0" 1'-0"

(T Y

P

C L

R

T Y

P

C L

R

(TYP.)

1'-10"

TYP.

3"3

T Y

P

#5 AT 8" MAX.,

(TYP.)

#5 AT 12" MAX.

#5 AT 12" MAX.

SCALE: 3/4"=1'-0"

#5 AT 8" MAX.

#5 AT 8" MAX.

CONST. JT. (TYP.)

#5 AT 12"

MAX., (TYP.)

#5 (TYP.)

SECTION THRU CULVERT C2

6" (TYP.)

OPTIONAL

4" LOW-STRENGTH

CONCRETE MUD SLAB

SCALE: 1 1/2"=1'-0"

ROOF AND FLOOR SLAB JOINT

TYPICAL CULVERT

SCALE: 1 1/2"=1'-0"

WALL JOINT

TYPICAL CULVERT

6" 6"

/2

OUTSIDE

INSIDE

1/2 "

1" DOWEL BAR

(SEE NOTE B)

1/2" PREFORMED

JOINT FILLER

CULVERT JOINT NOTES:

A. TYPICAL CULVERT JOINT SPACING SHALL NOT EXCEED 20 FT.

B. ONE - 1" O.D. x 12" LONG DOWEL BAR WITH BOND-BREAKING

PLASTIC SLEEVE ON ONE SIDE PLACED AT MIDHEIGHT OF

EACH WALL.

C. PVC WATERSTOP 6" WIDE RIBBED WITH CENTERBULB.

GREENSTREAK MODEL 732 OR APPROVED EQUAL.

WATERSTOP

(SEE NOTE C)

OUTSIDE

INSIDE

1/2 "

1/2" PREFORMED

JOINT FILLER

WATERSTOP

(SEE NOTE C)

V A

R

IE

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

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

TO BOUND

BROOK

HEADWALL C2-2

COORDINATE

PT. C2-1

PUMP STATION

BDR-2, SEE

NOTE 4

TOP OF LEVEE

L SEGMENT

C2 LEVEE

C

12'-6"

SCALE: 3/8" = 1'-0"

FLOOD SIDE

PLAN - CULVERT C2

PROTECTED SIDE

CULVERT C2

CL CULVERT

AND HEADWALL

12'-0"

COORDINATE PT. C2-2

CHAIN LINK FENCE,

SEE SHEET S-812

LEVEL SENSOR

FLAP GATE

62'-10 1/2"

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-718

.G .K

C U

L V

E R

T C

P L

A N A

N D S

E C

T

IO

N S

T .M .T

1' 2'0 6"

SCALE:1-1/2"=1'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/8"=1'

0 2' 4' 6'

FOR FLAP GATE REQUIREMENTS, SEE SPECIFICATIONS.5.

SHEETS S-601 THRU S-622.

FOR PUMP STATION BDR-2 DETAILS, SEE4.

FOR COORDINATES, SEE CIVIL SHEETS.3.

FOR CULVERT PROFILE, SEE CIVIL SHEETS.2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

NOTES:

B .J .E

OPTION 2 CONTRACT

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

1'-3"

#5 AT 9" MAX.

1'-0"

#5 AT 9" MAX. E.F.

A

SECTION

SCALE: 1/2"=1'-0"

#5 AT 9" MAX.

C

C

6"

E Q S

P A

A

T

E .F

#5 AT 9" MAX.

1'-0"

NOTE: FLAP GATE NOT SHOWN FOR CLARITY.

WATERSTOP

(TYP. ALL AROUND)

SEE NOTE 6

D

SECTION

SCALE: 1/2"=1'-0"

NOTE: FLAP GATE NOT SHOWN FOR CLARITY.

CULVERT C2

2 LAYERS OF

30# FELT

BONDBREAKER

L

#5 SPA. WITH

WINGWALL

REINFORCING

SYMM. ABT.

C CULVERT

AND HEADWALL

CULVERT C2

4'-6"

2'-6"2'-0"

4" #5 AT 9" MAX.

#5 AT 9" MAX.

'-1

" (T Y

P

WATERSTOP (TYP.)

E

SECTION

SCALE: 1/2"=1'-0"

E A F

A C

E

C L

6" MIN.

CRUSHED

STONE

#4 STIRRUPS

AT 9" MAX. (TYP.)

EL. 29.93'

NOTE: FLAP GATE NOT SHOWN FOR CLARITY.

OPTIONAL

4" LOW-STRENGTH

CONCRETE MUD SLAB

SCALE: 3/8" = 1'-0"

PLAN - HEADWALL C2-2

MAX. E.F.

#5 AT 8"

4"

1'-0"

L

SYMM. ABT.

C CULVERT

AND HEADWALL

CULVERT C2

4'-6"

2'-6"2'-0"

#5 AT 9" MAX.

#5 AT 9" MAX.

'-1

" (T Y

P

E A F

A C

E

C L

MAX. E.F.

#5 AT 8"

1'-0"

#4 STIRRUP

AT 9" MAX. (TYP.)

4"

#5

12'-6"

1'-0"

L

FLAP GATE

1'-0"

A

A

CULVERT C2

B

B

CHAIN-LINK

FENCE

C CULVERT AND

HEADWALL

1" DIA. PVC SCH. 40

PIPE FOR LEVEL

SENSOR CONNECTION

'-0

" (T Y

P

11'-3" 1'-3"

11'-3"

A

T

M A

X E .F

#5 AT 9" MAX.

#5 AT 9" MAX.

#5 AT 9" MAX.

6"

CONST. JT.

1'-0"

6" MIN.

CRUSHED

STONE

EA. FACE

2" CL.

(TYP.)

1'-7"

CHAIN-LINK

FENCE

#5

2'-0"2'-6" 2'-0" 2'-6"

3" (TYP.)

(T

Y P

/2

2-#5

#5 AT 9" MAX.

P

CRUSHED

STONE

A N

D B

O T

T

C L (T

O

P A

A T

E

6-#4 STIRRUPS

Q

Q

1" DIA. PVC PIPE

6"

CHAIN-LINK

FENCE (TYP.)

(NOTE A) (NOTE A)

MAX. E.F.

#5 AT 8"

MAX. E.F.

#5 AT 8"

CONST. JT.

B

SECTION

SCALE: 1/2"=1'-0"

C

SECTION

SCALE: 1/2"=1'-0"

NOTE A: PROVIDE A 1'-7" HOOK ON VERTICAL #5 AT BOTTOM.

SIMILAR TO SECTION B-B.

A

T

M A

X E .F

2-#5

#5 AT 9" MAX.

CONST. JT.

2-#5

-J

U N -2

X X

X

G B S

E G C

-H

S

F

X X

X .d

S-719

.G .K

S E

C T

IO

N S A

N D D

E T

A

IL

S

2' 4'0 1'

SCALE:1/2"=1'-0"

SCALE:3/8"=1'

0 2' 4' 6'

H E

A D

W A

L L C

-2

T .M .T

B .J

WORK ON THIS

FOR LEVEL SENSOR DETAILS, SEE ELECTRICAL SHEETS.7.

APPROVED EQUAL.

CENTER BULB WATERSTOP, SIKA GREENSTREAK NO. 732 OR

WATERSTOP BETWEEN CULVERT AND HEADWALL SHALL BE 6" RIBBED6.

SEE SPECIFICATIONS.

MANUFACTURER'S REQUIREMENTS. FOR FLAP GATE REQUIREMENTS,

POST-INSTALLED ADHESIVE ANCHORS IN ACCORDANCE WITH THE

TO THE HEADWALL WITH TYPE 304 OR 316 STAINLESS STEEL

FLAP GATE SHALL BE MOUNTED ON A GROUT PAD AND ATTACHED5.

FOR CHAIN-LINK FENCE DETAILS, SEE SHEET S-812.4.

FOR CULVERT PROFILE, SEE CIVIL SHEETS.3.

FOR CULVERT DETAILS, SEE SHEET S-718.2.

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

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022

J A

C O

B S

C CULVERTL

4'-0"x3'-9" OPENING

IN TOP SLAB

L

L

SCALE: 1/2"=1'-0"

4'-0"x3'-9" OPENING

IN TOP SLAB

NJDOT TYPE E

GRATE INLET AND FRAME

(SEE REFERENCE DWGS., TYP.)

C OPENING IN

ROOF SLAB AND

C GRATE INLET

1'-10 1/2 " 1'-10 1/2 "

NEW 15" RCP

STORM DRAIN

T O G

R A

T E

IN

L E

T C

-5

5'-0"±

1'-10 1/2 " 1'-10 1/2 "

L

LC OPENING IN

ROOF SLAB AND

C GRATE INLET

TYPICAL PLAN AT GRATE INLETS

COORDINATE

POINT C3-X

COORDINATE

POINT C3-6

SCALE: 1/2"=1'-0"

PLAN - GRATE INLET C3-6

C CULVERTL

COORDINATE

POINT C3-10

INV. EL. 31.59'

SCALE: 1/2"=1'-0"

CC

NJDOT TYPE E

GRATE INLET AND FRAME

(SEE REFERENCE DWGS., TYP.)

S-721S-721

A

S-721

A

S-721

B

S-721

B

S-721

RIPRAP,

SEE NOTE 6

SECURITY

GRATE, SEE

SHEET S-723

PLAN AT END OF CULVERT C3

LC CULVERT

NOTE: SEE CIVIL SHEETS FOR GRATE INLET LOCATIONS.

LC CULVERT

T O G

R A

T E

IN

L E

T C

-3

NEW 15" RCP

STORM DRAIN

COORDINATE

POINT C3-1

INV. EL. 33.75'

35'-5 5/8"

SCALE: 1/2"=1'-0"

SECURITY

GRATE, SEE

SHEET S-723

PLAN AT BEGINNING OF CULVERT C3

-J