GB C2-H Contract 1 Amd 5 Drawings.pdf

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

STA. 50.81.91

FLOODWALL

END SEGMENT C2

STA. 90+47.50

LEVEE

END SEGMENT H

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

B-102

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

S

S

S

E 493478.8766

N 635717.6514

EDGE OF ASPHALT

E 493448.5378

N 635671.4034

EDGE OF ASPHALT

PAVMENT

1' BEHIND ASPHALT

FENCE LOCATED

6' CHAIN LINK

E 493580.8772

N 635736.1433

BDR2 FORBAY

CORNER OF

E 493561.4760

N 635742.7328

BDR2 FOREBAY

CORNER OF

TOP OF LEVEETOP OF LEVEE

C SWALE AL

C SWALE BL

CONTROL BLDG.

BDR2

PUMP STATION

WET WELL

BDR2

PUMP STATION

FOREBAY

BDR2

PUMP STATION

PS

C2-1

PAVEMENT

ASPHALT

E 493553.9004

N 635655.9646

CORNER OF FENCE

E 493562.4917

N 635682.2603

LINK FENCE

END 6' CHAIN

R=20'

C ACCESS ROAD 1L

R=5'

PONDING AREA

BDR2 STORMWATER

E 493565.3529

N 635693.4269

BDR2 WET WELL

INT. CORNER OF

E 493547.2927

N 635699.3284

BDR2 FOREBAY

INT. CORNER OF

CULVERT C2

SWALE

TOP OF

RETAINING WALL

C1-4

.0 ' 6'

E 493494.7082

N 635696.6982

FUEL TANK PAD

CORNER OF

E 493500.0946

N 635694.9381

FUEL TANK PAD

CORNER OF

5'

E 493456.7669

N 635709.7664

PAD CORNER

TRANSFORMER

E 493453.2927

N 635713.3623

PAD CORNER

TRANSFORMER

WORKING LIMITS

AND CONTRACTOR

RIGHT OF WAY

PROPOSED

SLOPE LIMITS

SWALE

5.67'

.0

TOE OF LEVEE

.0

E 493413.4574

N 6356885.2320

OF FENCE

CORNER

E 493421.5859

N 635701.4105

OF FENCE

CORNER

E 493549.0828

N 635624.8539

OF FENCE

CORNER

E 493553.4416

N 635637.1239

EDGE OF ASPHALT

493554.7693E

N 635641.1870

EDGE OF ASPHALT

E 493559.1262

N 635654.5200

CORNER OF FENCE

E 493542.7750

N 635696.7713

ASPHALT

EDGE OF

E 493537.7306

N 635694.2121

BUILDING

BDR2 CONTROL

OFEXT. CORNER

E 493509.2143

N 635703.5298

BUILDING

CONTROLBDR2

EXT. CORNER OF

E 493477.4596

N 635713.3148

E 493472.7251

N 635714.8619

ASPHALT

EDGE OF

E 493453.6313

N 635720.8138

E 493439.2480

N 635706.9170

ASPHALT

EDGE OF

SWALE

LC SEGMENT C2 LEVEE

TRANSFORMER PAD

UNIFORMLY AROUND

LOCATE 4 BOLLARDS

(4" PVC)

SEWER

SANITARY

(6" PVC)

SANITARY SEWER

C CULVERT C1L

E 493496.3928

N 635705.1173

E 493495.8017

N 635695.3024

E 493494.2186

N 635698.4635

CONDUIT

ELECTRICAL

(NOTE 4)

OF LEVEE

1' FROM TOP

FENCE LOCATED

6' CHAIN LINK

E 493407.1855

N 635672.7486

OF FENCE

CORNER

8.5' SWING GATE

LINK DOUBLE

6' HIGH CHAIN

6.5' SWING GATE

LINK DOUBLE

6' HIGH CHAIN

.0

5.0'

OF ROAD

(2' FROM EDGE

3/4" WATER LINE

ASPHALT RAMP

E 493435.2784

N 635713.1048

FENCE

CORNER OF

6.5' SWING GATE

LINK DOUBLE

6' HIGH CHAIN

LOCATION OF UTILITY LINES.

COORDINATE WITH UTILITY COMPANY TO DETERMINE FINAL4.

FOR BOLLARD DETAIL, SEE SHEET A-531, DETAIL A5.3.

FOR ACCESS ROAD 1 TYPICAL SECTION, SEE SHEET C-508.2.

FOR ACCESS ROAD 1 ALIGNMENT, SEE SHEET C-100.1.

NOTES:

(NOTE 5)

CONDUIT

BOLLARD DETAIL (NOTE 3)

BDR2 FUEL TANK

NOTE 6

FOR CONTINUATION SEE PLUMBING DRAWINGS.6.

THE WATER COMPANY.

CONTRACTOR OR SUB-CONTRACTOR THAT IS REGISTERED WITH

AND INSTALLATION OF METER MUST BE PERFORMED BY

AMERICAN WATER. TAPPING OF MAIN FOR SERVICE CONNECTION

DETAILS AND WATER SERVICE CONNECTION WITH NEW JERSEY

COORDINATE METER TYPE, LOCATION, INSTALLATION

PROPOSED WATER METER LOCATION. CONTRACTOR SHALL5.

NOTE 6

TELEPHONE CONDUIT

COMMUNICATION AND

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

PS

C5-1

HW

C5-2

WORKING LIMITS

CONTRACTOR

FLOODWALL

LOCATED AT

EDGE OF ASPHALT

C ACCESS ROAD 2

L

R=50'

(NOTE 1)

E 495446.4534

N 635978.7226

EDGE OF ASPHALT

E 495401.5559

N 636000.7275

E 495446.0860

N 636023.4667

EDGE OF ASPHALT

E 495424.3485

N 636066.0352

EDGE OF ASPHALT

E 495425.1736

N 636071.7498

EDGE OF ASPHALT

E 495428.8015

N 636068.3091

E 495467.6305

N 636116.5183

EDGE OF ASPHALT

E 495470.5332

N 636113.7654

& CENTER OF CURVE

CONTROL BUILDING

EXT. CORNER OF BDR3

E 495473.2854

N 636116.6682

EDGE OF ASPHALT

E 495507.6294

N 636084.0963

EDGE OF ASPHALT

E 495501.9745

N 636083.9465

CONTROL BUILDING

EXT. CORNER OF BDR3

E 495521.0469

N 636096.0640

WET WELL

INT. CORNER OF BDR3

E 495538.8235

N 636079.2046

WET WELL

INT. CORNER OF BDR3

R=5'

PAVEMENT

ASPHALT

RIGHT-OF-WAY

PROPOSED

WORKING LIMITS

CONTRACTOR

24" RCP

PONDING AREA

BDR3 STORMWATER

CONTROL BLDG.

BDR3

PUMP STATION

WET WELL

BDR3

PUMP STATION

E 495510.3793

N 636047.0330

EDGE OF ASPHALT

E 495514.0072

N 636043.5923

EDGE OF ASPHALT

TOE OF SLOPE

FES

C4-4

BOTTOM OF PONDING AREA

TOP OF PONDING AREA

SLOPE LIMITS

24" RCP

SLOPE LIMITS

5'

E 495423.6979

N 636047.1267

PAD CORNER

TRANSFORMER

E 495427.2937

N 636050.6009

PAD CORNER

TRANSFORMER

' 6'

E 495453.7398

N 636080.0755

PAD CORNER

FUEL TANK

E 495449.8400

N 636075.9642

PAD CORNER

FUEL TANK

E 495493.3839

N 636047.9911

YARD HYDRANT

EXISTING FLOODWALL

EX. CULVERT

RETAINING WALL

EX. SWALE

(NOTE 2)

RIGHT-OF-WAY

1' BEHIND PROPOSED

FENCE LOCATED

6' DECORATIVE

3/4" WATER LINE

TRANSFORMER PAD

UNIFORMLY AROUND

LOCATE 4 BOLLARDS

R=5'

.5

.5

1.5'

1.0' TYP

4'

BOLLARD

DUCTBANK

ELECTRICAL

PILE WALL

EXISTING SHEET

(NOTE 5)

ACCESS ROAD 1

LEVEE TOE

NOTE 6

NOTE 6

CONDUIT

ELECTRICAL

TELEPHONE CONDUIT

COMMUNICATION AND

CONDUIT

ELECTRICAL

CONDUIT

ELECTRICAL

SUB-CONTRACTOR THAT IS REGISTERED WITH THE WATER COMPANY.

AND INSTALLATION OF METER MUST BE PERFORMED BY CONTRACTOR OR

NEW JERSEY AMERICAN WATER. TAPPING OF MAIN FOR SERVICE CONNECTION

TYPE, LOCATION, INSTALLATIONDETAILS AND WATER SERVICE CONNECTION WITH

PROPOSED WATER METER LOCATION. CONTRACTOR SHALL COORDINATE METER8.

FOR BOLLARD DETAIL, SEE SHEET A-531, DETAIL A5.7.

FOR CONTINUATION SEE PLUMBING DRAWINGS.6.

"CAUTION, NONPOTABLE WATER, DO NOT DRINK." SEE DETAIL ON SHEET C-511

PLACE SIGN ADJACENT TO BUILDING BEHIND YARD HYDRANT STATING5.

FOR ACCESS ROAD 2 TYPICAL SECTION, SEE SHEET C-508.4.

FOR ACCESS ROAD 2 ALIGNMENT, SEE SHEET C-100.3.

FOR BDR3 FENCE COORDINATES, SEE SHEETS C-108 AND C-109. 2.

FOR REMAINING BDR3 ASPHALT PAVEMENT COORDINATES, SEE SHEET C-108.1.

NOTES:

NOTE 8

BOLLARD DETAIL (NOTE 7)

BDR3 FUEL TANK

5'

5.67'

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

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S

S

TOP OF LEVEE

C SWALE AL

SWALE SLOPE LIMITS

C SWALE BL

WET WELL

BDR2

PUMP STATION

FOREBAY

BDR2

PUMP STATION

PS

C2-1

PAVEMENT

ASPHALT

C ACCESS ROAD 1L

X

X

X X

XX

X X

X

X

X X

X

XX

X

X

X X

TRANSFORMER PAD

FUEL TANK PAD

LINK FENCE

6' CHAIN

LINK FENCE

6' CHAIN

PONDING AREA

BDR2 STORMWATER

CULVERT C2

STATION SLOPED AT 4%

SIDE OF BDR2 PUMP

ASPHALT ON NORTH

2' BENCH AROUND

52.21

X X X X

X

X

X

X

X

MH

S-4

CULVERT C1

C1-4

S-1

MH

S-3

MH

S-2

6'

TOP OF SWALE

RETAINING WALL

1%

0.5%

.5

X

X

4.25%

X X

4'

BLDG.

CONTROL

BDR2

PUMP STATION

4.25%

4'

XX

X X

3.3'

XX

X X

X X

STOOP DETAIL C

2%

STOOP DETAIL A

3'1'

X

XX

X

X

X

THIS SHEET

DETAIL A

SEE STOOP

THIS SHEET

DETAIL C

SEE STOOP

.3

EL. 30.79

EL. 30.75EL. 30.75

EL. 52.32

EL. 52.34

EL. 52.28

EL. 52.29

EL. 52.30

EL. 52.24

EL. 52.38

EL. 52.46

EL. 30.85EL. 30.85

EL. 52.05

EL. 52.13

EL. 52.54

EL. 52.71

EL. 52.54

EL. 52.44

EL. 52.44

EL. 52.54

EL. 52.54EL. 52.54

EL. 52.54

EL. 52.21

EL. 52.54

EL. 52.71

EL. 52.54

EL. 52.71

EL. 52.71

EL. 52.71

EL. 52.65

EL. 52.54 EL. 52.65

EL. 52.54

EL. 52.54 EL. 52.65

EL. 52.71

EL. 52.71

EL. 52.65EL. 52.54

EL. 51.50

EL. 52.13

THIS SHEET

DETAIL B

PAVEMENT

DOOR APPROACH

DOOR APPROACH PAVEMENT DETAIL

PAVEMENT

ASPHALT

ARCHITECTURAL 100.00

ELEVATION 52.71 =

FINISHED FLOOR

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

C S

F R

E D

D O

G S

T A

U D

E

S E

G M

E N

T C

G B S

E G C

-H

C

G -5

X X .d g n

-N

O V -2

CG-501

P U

M P S

T A

T

IO

N B

D R

G R

A D

IN

G D

E T

A

IL

OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

A

M E

N D

M E

N T N

O

G M

S -0

-2

G M

S -2

-2

A M

E N

D M

E N

T N

O

EL. 30.08

EL. 30.05

42" DIA. RCP

GRADE

EL. 30.75'

EL. 41.15'

EL. 30.68'

EL. 30.18'

6' CHAIN LINK FENCE

EL. 54.25'

GRADE

6' CHAIN LINK FENCE

GUARDRAIL

GUARDRAIL

6' CHAIN LINK FENCE

TRASH RACK

3-D2

SLUICE GATE NO. 5

GATE ACTUATOR FOR

SLUICE GATE NO. 4

GATE ACTUATOR FOR

BDR2SG05

BDR2SG04

SUPPORT BRACKETS

SLUICE GATE STEM STAIR

BOX

OUTLET

L EL 52.50'c

GRAVITY OUTLET CHANNEL

GUARDRAIL

SLUICE GATE NO. 3

GATE ACTUATOR FOR

BDR2SG03

(6" OPENING)

LINK SEAL MODEL LS-340-S316-9

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 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

SCALE:3/8"=1'

0 2' 4' 6'

-D

E C -2

X X

X

G B S

E G C

-H

D

S

X X

X .d g n

D-105

X

P U

M P S

T A

T

IO

N B

D R -2

S E

C T

IO

N B

B

SECTION

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

J J

W

OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

G M

S /2

/2

A M

E N

D M

E N

T N

O

1 2 A

M E

N D

M E

N T N

O

/5 /2

G

GUARDRAIL

EL. 46.17'EL. 46.25'

EL. 54.25'

SLOPE

STEEL GRATING

4-D2 (TYP.)

3-D2 (TYP.)

EL. 49.75'

EL. 52.08'

EL. 52.50'

PUMP DISCHARGE CHANNEL

OUTLET BOX

BDR2SG04

EL. 30.08'

(TYP.)

GATE

24" FLAP

GATE NO. 4

FOR SLUICE

GATE ACTUATOR

BRACKET

STEM SUPPORT

SLUICE GATE

cL cL cL

LANDING

CONCRETE STAIR

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 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

-D

E C -2

X X

X

G B S

E G C

-H

D

S

X X

X .d

D-106

C

SECTION

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

P U

M P S

T A

T

IO

N B

D R -2

J J

W

SCALE:3/8"=1'

0 2' 4' 6'OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

S E

C T

IO

N C

G M

S /8 /2

A

M E

N D

M E

N T N

O

G M

S /5 /2

A

M E

N D

M E

N T N

O

EL. 34.08

GRADE

EL. 44.65'

EL. 34.18'

EL. 34.18'

6' CHAIN LINK FENCE

EL. 55.25'

GRADE

GUARDRAIL

GUARDRAIL

6' CHAIN LINK FENCE

TRASH RACK

3-D2

SLUICE GATE NO. 5

GATE ACTUATOR FOR

SLUICE GATE NO. 6

GATE ACTUATOR FOR

SLUICE GATE NO. 4

GATE ACTUATORB FOR

EL. 34.25'

BDR3SG04

BDR3SG05 BDR3SG06

EL. 53.50'

Lc

GRAVITY OUTLET CHANNEL

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 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

SCALE:3/8"=1'

0 2' 4' 6'

-D

E C -2

X X

X

G B S

E G C

-H

D

S

X X

X .d

D-155

U

M P S

T A

T

IO

N B

D R -3

S E

C T

IO

N B

B

SECTION

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

J J

W

OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

G M

S /5 /2

A

M E

N D

M E

N T N

O

EL. 55.25'

EL. 34.08'

CULVERT

EL. 47.17'

4-D2 (TYP.)

3-D2 (TYP.)

EL. 50.75'

EL. 53.09'

PUMP DISCHARGE CHANNEL

OUTLET BOX

GATE ACTUATOR NO. 5

EXISTING FLOOD WALLEL. 53.50'

EL. 47.30'

GATE ACTUATOR NO. 6

BDR3SG05

BDR3SG05

SUPPORT BRACKETS

SLUICE GATE STEM

GATE (TYP.)

24" FLAP

Lc

Lc

Lc

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

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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 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

-D

E C -2

X X

X

G B S

E G C

-H

D

S

X X

X .d

D-156

J J

W

S E

C T

IO

N C

P U

M P S

T A

T

IO

N B

D R -3

SCALE:3/8"=1'

0 2' 4' 6'

OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

G M

S /5 /2

A

M E

N D

M E

N T N

O

C

SECTION

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

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

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D E

S C

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IP

T

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N

D

2 3

C

4 5

A

B

M A

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A P

P R

D A

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F

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B E

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S

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B M

IT

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D B

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P L

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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

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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

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R O J E

C T

CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

ELECTRICAL

ROOM

GENERATOR

ROOM

TOILET

STORAGE RM

ATS

600A

MAIN

BREAKER

PUMP NO. 2

RVSS MOTOR

CONTROLLER

(RVSS-2)

PUMP NO. 1

RVSS MOTOR

CONTROLLER

(RVSS-1)

TS

PLC CONTROL

PANEL

SUMP PUMP

MOTOR

CONTROLLER

(SPMC-1)

MDP

HI/LO TEMP

SWITCH

T

30A/3P /4X

M

M

G

G

G G

DC DC

G G

G

UP

MAIN PUMP NO. 1

MAIN PUMP NO. 2

SUMP

NO. 4

FOR SLUICE GATE

GATE ACTUATOR

LE

MD

MD

MD

MD

MD

MD

MD

MD

BATTERY

CHARGER

LP-15

G

PLC

DC

11)

(NOTE

WP

PLC

WPIU

GFCI

NOTE 16

GATE NO. 2

FOR SLUICE

ACTUATOR

GATE

GATE NO. 1

FOR SLUICE

ACTUATOR

GATE

G G

G

GATE NO. 6

FOR SLUICE

GATE ACTUATOR

KEEPING PAD

HOUSE

NOTE 15

DC

DC DC

TO ATS

(SEE DWG.

E-107)

MDP-5

GFCI

G L D

LP-17

LP-13

NOTE 15

FUEL STORAGE TANK

ALARM LIGHT / HORN AND

ACKNOWLEDGE / RESET

PB STATION

PLC

WPIU

GFCI

NOTE 1

GROUND ROD (TYP.)

#4/0 AWG GND

G

1/4

MD

EF-3

LP-20d

LP-30d

G

MDP-8

EF-2

MD

1/4

LP-22a

EF-11/4

MD

MD

LP-28b

PLC

GROUND RING (TYP.)

#4/0 AWG

M C / T

FOR CONTINUATION

SEE SHEET NO. E-105

UTILITY

POWER

METER

NOTE 7

CIRCUIT LP-2, LP-3

FOR EXTERIOR RECEPTACLE

ENABLE/DISABLE SWITCHES

SS

MD

LP-26

PLC

LP-30c

GFCI

MD

NO. 5

FOR SLUICE GATE

GATE ACTUATOR

GATE NO. 3

FOR SLUICE

ACTUATOR

GATE

SENSOR 2

G

FUEL TANK

NOTE 13NOTE 17

CONNECT #4

AWG GROUND

TO FUEL TANK

FRAME

G

NOTE 1

G

G

G

WPIU

GFCI

WPIU

GFCI

(TYP. OF 2)

CORNER STRUCTURE

RING TO OPPOSITE

CONNECT GROUND

SENSOR 3

LEVEL

SENSOR 1

LEVEL

M

EUH-2

EUH-5

EUH-6

IW

H

LP39

EUH-7 LP-26a

Md

G L

D

LE22

LP-30c

LE

LE

GROUND ROD TEST WELL

M

30A/3P/4X

M

M

30A/3P/4X

MM

30A/3P /4X

200A/3P/4X

(NOTE 6)

200A/3P/4X

(NOTE 6)

M

NOTE 2

PB2 PB1PB3

GFCI, 48" AFF

NOTE 5

NOTE 4

Mb

Ma

Mc

LP-30d

30A/3P/4X

30A/3P/4X

G

EUH-8

PANEL

LP & 30KVA

XFMR, NOTE 8

LP-24be

NOTE 20

LP-24be

NOTE 20

WPIU

GFCI,

NOTE 9

NOTE 6

SUMP PUMP PANEL

WPIU

GFCI,

NOTE 9

NOTE 6

EUH-3

EUH-1 EUH-2

EUH-4

NOTE 10

(TYP.)

SPD

LP-16

LP-9

NOTE 3

NOTE 18

NOTE 18

11 11

JB3

LUBE OIL

HEATER

PP

GENERATOR

MDP

CONTINUATION, TYP.

SEE DWG. E-104 FOR

MDP

MDPMDP

MDP

MDP

G

GROUND BUS

#2/0 AWG TO

GROUND RING, TYP

#2/0 AWG TO

NOTES

14 & 19

BLOCK

HEATER

MDP

LP-19

CONDENSATION

HEATER

GENERATOR

(NOTES 15 & 21)

SHT. E-164

SIMILAR TO DETAIL ON

TOP OF BOX CULVERT

ROUTE CONDUIT ON

NOTE 1

1/3

1/3

LP-18

FUEL TRANSFER

PUMP P-2, NOTE 12

FUEL TRANSFER

PUMP P-1, NOTE 12

LEVEL SENSOR 4

LP-21

FIRE ALARM PANEL

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

-D

E C -2

X X

X

G B S

E G C

-H

E -1

.d g n

S U

B M

IT

T E

R 'S N

A M

E

C H

K B

Y

E-103

C O

N T

R O

L B

L D

G

P

U M

P S

T A

T

IO

N

P O

W E

R P

L A

N

P U

M P S

T A

T

IO

N B

D R

M L

M

E T

G

AREA CLASSIFICATIONS

NEMA 4X, STAINLESSOUTDOORS

NEMA 1, GASKETEDFILE ROOM

NEMA 1, GASKETEDELECTRICAL ROOM

NEMA 1, GASKETEDGENERATOR ROOM

SCALE:1/4=1'-0"

4'0 6' 8'2'

N

NOTES:

GENERAL NOTES:

OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

PROPER CONDUIT LOCATIONS.

COORDINATE FINAL LOCATION OF ALL EQUIPMENT WITH APPROVED MANUFACTURER DATA TO ENSURE 7.

UON, DISCONNECTS TO BE PROVIDED BY ELECTRICAL CONTRACTOR.6.

ALONGSIDE LIGHT SWITCHES FOR THE ROOM. PROVIDE DISCONNECT ADJACENT TO EQUIPMENT.

MANUAL MOTOR STARTERS (SWITCHES FOR EXHAUST FANS AND MOTORIZED DAMPERS TO BE PLACED 5.

E-109 FOR GATE ACTUATOR SCHEMATICS.

SEE DRAWING E-108 FOR CABLING INFORMATION ON SLUICE GATE ACTUATORS, AND SEE SHEET NO. 4.

MODEL S-PT1-2PE-24VDC, BOURNS MODEL 1669, OR APPROVED EQUAL.

SIGNAL CABLES EXITING THE INSTRUMENT/DEVICE. ACCEPTABLE MANUFACTURER: PHOENIX CONTACT

ENTRY HUB, OR IF NECESSARY, PROVIDE A CONDUIT TEE. SPD'S SHALL BE CONNECTED DIRECTLY TO THE

DIRECT-MOUNTED SURGE PROTECTIVE MODULES THREADED DIRECTLY INTO THE UNUSED CONDUIT

ALL FIELD MOUNTED ANALOG INSTRUMENTS LOCATED OUTSIDE SHALL BE EQUIPPED WITH 3.

REFER TO SHEETS E-106, E-201, E-202, E-203 FOR APPLICABLE DETAILS. 2.

NEC INCLUDING ALL CONDUIT TYPES, FITTINGS, BOXES, OVERSIZED SEAL FITTINGS, ETC.

A.4.2(a) IN NFPA 820 FOR FURTHER REPRESENTATION. INSTALLATION TO BE COMPLETED ACCORDING TO

RADIUS IN ALL DIRECTIONS APPLIES AROUND PUMP STATION VENTS AND OPENINGS. REFER TO FIGURE

CONSIDERED CLASS 1, DIVISION 2, GROUP D. SIMILAR AREAS WITH STORM WATER, INCLUDING A 3’

PER NFPA 820, TABLE 4.2.2 – ROW 4, THE ENTIRE PUMP STATION BELOW CONCRETE DECK IS 1.

PROVIDE REMOVABLE THERMAL INSULATION PER SECTION 26 32 15.00.21.

SEE TOILET EXHAUAST FAN AND DAMPER SCHEMATIC ON DRAWING E-110 FOR INTENDED OPERATION.20.

SIZE GROUND EQUAL TO EQUIPMENT GROUNDING CONDUCTOR.

PROVIDE SUPPLEMENTAL GROUND CONDUCTOR FROM ALL ELECTRICAL ROOM EQUIPMENT TO GROUND BUS. 19.

RECEPTACLE TO BE PLACED ON LIGHT POLE. SEE TYPE E LIGHT FIXTURE DETAIL ON SHEET E-204.18.

ENTRANCE TO ELECTRICAL ROOM.

ELECTRICAL ROOM AND FUEL STORAGE TANK PANEL, MOUNTED ON EXTERIOR WALL OF PUMP STATION AT

COORDINATE CONDUIT AND CONDUCTOR REQUIREMENTS WITH LEAK DETECTION PANEL MOUNTED IN 17.

GENERATOR START.”

START REQUEST DELAYED TO ALLOW DAMPER OPENING PLEASE WAIT MINIMUM 15 SECONDS FOR

PROVIDE PLACARD AT ATS AND GENERATOR ENGINE MOUNTED CONTROL PANEL INDICATING “GENERATOR 16.

E-110 FOR SCHEMATICS.

GENERAL PLACEMENT OF ENGINE MUFFLER AND ROUTING OF COMBUSTION EXHAUST PIPING. REFER TO SHEET

HVAC CONTRACTOR AND DAMPER MANUFACTURER AS NECESSARY. REFER TO MECHANICAL PLANS FOR

CONFIRMED VIA DAMPER MOUNTED POSITION SWITCHES PRIOR TO GENERATOR START. COORDINATE WITH

MOUNTED CONTROL PANEL TO RECEIVE OPEN SIGNAL WHEN GENERATOR IS CALLED TO RUN, WITH OPENING

CONTROL PANEL START INTERFACE, ETC. MOTORIZED DAMPER TO BE WIRED TO GENERATOR ENGINE

SCHEDULED OR UNSCHEDULED EXERCISE TESTS), CALL TO RUN DIRECTLY FROM THE ENGINE MOUNTED

CALLED TO RUN FROM THE ATS (DURING EMERGENCY POWER CALL TO RUN), FROM THE ATS (DURING

CONFIGURED AS NECESSARY TO DELAY ANY GENERATOR START REQUEST BY AT LEAST 15 SECONDS WHEN

AIR TO THE EMERGENCY GENERATOR, THE GENERATOR ENGINE MOUNTED CONTROL PANEL IS TO BE

TO PROTECT AND ASSURE MECHANICAL INTEGRITY OF MOTORIZED DAMPERS FEEDING ENGINE AND COOLING 15.

CONNECTION OF ALL GROUNDS, INCLUDING GROUND RING.

BLOCK. BELOW PLYWOOD BACKBOARD, PROVIDE ELECTRICAL SYSTEM GROUND BUS BAR (2"X18" MIN.) FOR

FACEPLATE WITH CAT5E CABLE TO TELEPHONE SERVICE TERMINATION PUNCH DOWN SURGE PROTECTOR

INCOMING TELEPHONE SERVICE AND DATA SERVICE. PLACE JUNCTION BOX AND WALL MOUNT TELEPHONE

PROVIDE TELECOMMUNICATIONS BACKBOARD 4' X 4' X 3/4" FIRE-RATED PLYWOOD ANCHORED TO WALL FOR 14.

LEVEL INDICATION PANEL AND TANK LOCATION DIMENSIONS. SEE MECHANICAL PLANS.

STORAGE TANK LEVEL SENSOR AND LEAK DETECTION SENSOR, COORDINATE WITH LEAK DETECTION AND 13.

DISCONNECT AND MOTOR STARTER PROVIDED BY PUMP MANUFACTURER.12.

PROVIDE RELAY OUTPUT FROM PLC TO DRIVE INTRUSION SIREN.11.

COORDINATE DOOR SWITCH LOCATION AND INSTALLATION WITH INSTALLATION OF DOORS.

WIRE DOOR CONTACTS TO PLC CONTROL PANEL. PROVIDE EMBEDDED TYPE FOR USE WITH STEEL DOORS. 10.

RECEPTACLE TO BE PLACED IN STAINLESS STEEL BOX EMBEDDED IN PUMP STATION WALL.9.

MOUNT TRANSFORMER ABOVE PANELBOARD USING MANUFACTURERS STANDARD WALL MOUNT BRACKET.8.

DISCONNECT AFTER CT CABINET PER PSE&G SERVICE MANUAL.

PROVIDE CT ENCLOSURE. COORDINATE WITH PSE&G FOR REQUIREMENTS. NEUTRAL BOND TO OCCUR IN 7.

CONTINUOUSLY/UNSPLICED FROM THE PUMP TO THE LOCAL CONTROL PANEL.

HOUSING TO GROUND USING #1 AWG MIN.. THE CONTROL/SIGNAL WIRING FOR THESE PUMPS SHALL BE RUN

MOTOR DISCONNECT TO PROVIDE A WATERTIGHT AND STRAIN RELIEF TYPE HUB CONNECTION. BOND PUMP

CONTINUOUSLY/UNSPLICED. PROVIDE CORD GRIP AS CABLE EXITS PUMP TUBE AS WELL AS CABLE ENTRY INTO

THROUGH CABLE GLANDS INTO PUMP TUBE ASSEMBLY TO PUMP MOTOR SHALL BE RUN

MANUFACTURER SUPPLIED CABLES FOR THE MAIN PUMPS RUN FROM THE LOCAL DISCONNECT ROUTED 6.

LEAK DETECTION PANEL. COORDINATE WIRING NEEDS WITH MANUFACTURER.5.

GENERATOR REMOTE ANNUNCIATOR/ALARM PANEL. COORDINATE WIRING NEEDS WITH MANUFACTURER.4.

PB3 - PROVIDE (2) CIRCUIT #21, (3) CIRCUIT #22 THROUGH PB3.

PB2 PROVIDE (6) CIRCUIT #20 THROUGH PB2.

ALL DECK LIGHTING AND RECEPTACLE CIRCUITS THROUGH PB1.

PB1 - PROVIDE (2) CIRCUIT #3, (1) CIRCUIT #4, AND (6) CIRCUIT #11 THROUGH PB1. ADDITIONALLY, ROUTE

RELATED CONDUITS THROUGH THE FOLLOWING PULL BOXES (PBX) AS FOLLOWS:

REFERRING TO THE CONDUCTOR/CONDUIT SCHEDULE ON DRAWING E-108, PULL ALL PUMP STATION DECK 3.

SEE DETAIL 22 ON DRAWING E-204.2.

REFER TO GENERAL NOTES ON E-101 FOR GROUNDING BUILDING STEEL, HANDRAILS, AND GRATING FRAMES.1.

G M

S /6 /2

A

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IDENTIFICATION

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US Army Corps of Engineers

US Army Corps

IS

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

SM

NOTE 3

DISCONNECT,

WALL SWITCH

FAN REQUEST

THERMOSTAT

EXHAUST FAN

NNOTE 4

120VAC,

TYP., NOTE 2

DAMPER MOTORS

M

M

EXHAUST FAN AND DAMPER WIRING DIAGRAM

SMC

NOTE 3

DISCONNECT,

WALL SWITCH

NNOTE 4

120VAC,

M

M

R

NNOTE 4

120VAC,

ATS RUN

EMCP RUN

NNOTE 4

120VAC,

M

M

TOILET EXHAUST FAN AND DAMPER SCHEMATIC

NOTE 2

DAMPER MOTOR,

SPEED

EXHAUST FAN HI

M

LOW SPEED

EXHAUST FAN

R1

REQUEST

THERMOSTAT FAN

SMC

NOTE 3

DISCONNECT,

WALL SWITCH

SM

NOTE 3

DISCONNECT,

WALL SWITCH

DAMPER MOTOR

NNOTE 4

120VAC,

M

LIGHT

OF DAMPERS

QUANTITY

PLANS FOR

REFER TO

CONTACTS

START

GENERATOR

RELAY, NOTE 6

TIME DELAY

TD1

R

TD

CIRCUIT AND 120VAC BY GENERATOR MANUFACTURER

GENERATOR START & ROOM MAKEUP AIR DAMPER WIRING DIAGRAM

R

R

REFER TO NOTES 4 & 5 ON HVAC FLOOR PLAN M-101

REFER TO NOTES 1, 2, &3 ON HVAC FLOOR PLAN M-101

USES: ELECTRICAL ROOM, GENERATOR ROOM

MOTOR, NOTE 5

120"x80" DAMPER

MOTOR, NOTE 5

120"x72" DAMPER

R

R1

SWITCH

DAMPER POSITION

120" x72"

SWITCH

DAMPER POSITION

120" x88"

START.

SWITCHES AT DAMPERS TO VERIFY DAMPER OPENING PRIOR TO GENERATOR

NECESSARY FOR PROPER OPERATION. PROVIDE POSITIVE MAKE POSITION

DAMPERS ARE ALLOWED TO OPEN. CONTRACTOR TO ADJUST TIME DELAY AS

(EMCP) TO DELAY STARTING FROM ATS OR DIRECTLY FROM EMCP UNTIL THE

6. TIME DELAY RELAY (TD) TO BE WIRED INTO ENGINE MOUNTED CONTROL PANEL

UPON POWER LOSS DAMPERS OPEN.

5. DAMPER MOTORS TO BE FAIL-OPEN, PER MECHANICAL DRAWINGS, SUCH THAT

4. REFER TO ELECTRICAL BUILDING PLANS FOR POWER REQUIREMENTS.

LETTER AND LOCATION.

3. SEE PLANS FOR RELATED WALL MOUNT SWITCH/ DISCONNECT DESIGNATION

ENERGIZED.

2. DAMPER MOTORS TO BE NORMALLY CLOSED AND HELD OPEN WHEN

MANUFACTURER AS NECESSARY, TO PROVIDE A FULLY OPERATIONAL SYSTEM.

WITH HVAC AND HVAC EQUIPMENT SUPPLIERS, AND GENERATOR

1. SCHEMATIC DETAILS 1 THROUGH 3 SHOW INTENDED OPERATION. COORDINATE

DETAILS 1, 2, 3 NOTES:

-D

E C -2

X X

X

G B S

E G C

-H

E -1

.d g n

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OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

G M

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IDENTIFICATION

SHEET

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US Army Corps of Engineers

US Army Corps

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

(NOTE 11)

WP

WPIU

GFCI

WPIU

GFCI

C / T 2

GROUND RING (TYP.)

#4/0 AWG

WPIU

GFCI

NOTE 15

WPIU

GFCI

1/4

MD

LP-30d

UTILITY

POWER

METER

FOR CONTINUATION

SEE SHEET NO. E-154

G G G

WPIU

GFCI

OUTFALL

LEVEL

SENSOR

ATS

600A

MAIN

BREAKER

PUMP NO. 2

RVSS MOTOR

CONTROLLER

(RVSS-2)

TS

PLC CONTROL

PANEL

SUMP PUMP

MOTOR

CONTROLLER

(SPMC-1)

MDP

T

DC DC

MD

MD

MD

MD

MD

MD

MD

MD

BATTERY

CHARGER

G

PLC

DC

PLC

KEEPING PAD

HOUSE

DC

DC DC

TO ATS

(SEE DWG.

E-157)

MDP-5

GFCI

LP-17

LP-13

NOTE 15

PLC

#4/0 AWG GND

G

1/4

MD

LP-20d

MDP-8

EF-21/4

EF-11/4

MD

MD

LP-28b

PLC

SS

MD

LP-26

PLC

LP-30c

GFCI

MD

G

EUH-5

EUH-6

LP-30c

NOTE 5

Mb

Ma

Mc

LP-30d

LP-24b

HI/LO TEMP

SWITCH

LP-22a

A /3

P /4

X

N O

F O

R S

L U

IC

E G

A T

T E A

C T

U A

T

20LE

NOTE 13

NOTE 10 (TYP.)

NOTE 4

PANEL

LP & 30KVA

XFMR, NOTE 8

GENERATOR

PP

PUMP NO. 3

RVSS MOTOR

CONTROLLER

(RVSS-3)

EUH-1

EUH-2

EUH-3

EUH-4

G

NOTE 18

NOTE 9

SUMP PUMP

PANEL NOTE 9

NOTE 15

SPD

NOTE 18

LP-9

LUBE OIL

HEATER

JB4

LP-15

WPIU

GFCI

MDP

MDP

NOTE 7

SEE DWG. E-153 FOR

CONTINUATION, TYP.

G

GROUND BUS

#2/0 AWG TO

GROUND RING, TYP

#2/0 AWG TO

14 & 19

NOTES

Md

BLOCK

HEATER

CONDENSATION

HEATER

GENERATOR

(NOTES 15 & 20)

LP-28

b

NOTE 17

1/3

1/3

LP-19

MDP

LP-18

LP-16

FUEL TRANSFER

PUMP P-1, NOTE 12

FUEL TRANSFER

PUMP P-2, NOTE 12

LP-21

FIRE ALARM PANEL

FUEL TANK

M

MD

LP-26a EF-3

M

M

M A

IN

P

U M

P N

O

M A

IN

P

U M

P N

O

S U

LEVEL SENSOR

LE

G A

T E N

O

F O

R S

L U

IC

T U

A T

T E N

O

F O

R S

L U

T U

A T

T E N

O

F O

R S

L U

T E A

C T

U A

T

T E N

O

F O

R S

L U

T U

A T

SENSOR 4

E

N S

O R

L E

V E

L

S E

N S

O R

L E

V E

L

A /3

P /4

X

A /3

P /4

X

20 20 3

M

A /3

P /4

X (N

O T

E

A /3

P /4

X (N

O T

E

M

N O

T E

P B

P B

P B

21 21

202020

A /3

P /4

X

A /3

P /4

X

N O

F O

R S

L U

IC

E G

A

T E A

C T

U A

T

M M M

G A

T E N

O

F O

R S

L U

T U

A T

A /3

P /4

X

A /3

P /4

X

M

M A

IN

P

U M

P N

O

20 3

A /3

P /4

X (N

O T

E

N O

T E

N O

T E

N O

T E

N O

T E

MDPMDP

GROUND ROD (TYP.)

GROUND ROD

TEST WELL

NOTE 1

G

RETAINING WALL

GG G

G

G

G

NOTE 1

NOTE 1

(TYP. OF 2)

CORNER STRUCTURE

RING TO OPPOSITE

CONNECT GROUND

FUEL STORAGE TANK

ALARM LIGHT / HORN AND

ACKNOWLEDGE / RESET

PB STATION

NOTE 16

LE

G

LD

GLD

ENABLE/DISABLE SWITCHES

FOR EXTERIOR RECEPTACLE

CIRCUIT LP-2, LP-3

G

LD

GLD

NOTE 1

NOTE 1

SENSOR 2

LE

SHT. E-154

BOX CULVERT, SEE

ROUTE ON TOP OF

PUMP NO. 1 RVSS MOTOR

CONTROLLER (RVSS-1)

CONNECT #4

AWG GROUND

TO FUEL TANK

FRAME

U P

G G

G

G

SCALE:1/4=1'-0"

4'0 6' 8'2'

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

-D

E C -2

X X

X

G B S

E G C

-H

E -1

.d g n

S U

B M

IT

T E

R 'S N

A M

E

C H

K B

Y

E-152

C O

N T

R O

L B

L D

G

P

U M

P S

T A

T

IO

N

P O

W E

R P

L A

N

P U

M P S

T A

T

IO

N B

D R

M L

M

E T

G

AREA CLASSIFICATIONS

NEMA 4X, STAINLESSOUTDOORS

NEMA 1, GASKETEDFILE ROOM

NEMA 1, GASKETEDELECTRICAL ROOM

NEMA 1, GASKETEDGENERATOR ROOM

NOTES:

OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

DISCONNECT AND MOTOR STARTER PROVIDED BY PUMP MANUFACTURER.12.

PROVIDE RELAY OUTPUT FROM PLC TO DRIVE INTRUSION SIREN.11.

DOORS.

DOORS. COORDINATE DOOR SWITCH LOCATION AND INSTALLATION WITH INSTALLATION OF

WIRE DOOR CONTACTS TO PLC CONTROL PANEL. PROVIDE EMBEDDED TYPE FOR USE WITH STEEL 10.

RECEPTACLE TO BE PLACED IN STAINLESS STEEL BOX EMBEDDED IN PUMP STATION WALL.9.

BRACKET.

MOUNT TRANSFORMER ABOVE PANELBOARD USING MANUFACTURERS STANDARD WALL MOUNT 8.

OCCUR IN DISCONNECT AFTER CT CABINET PER PSE&G SERVICE MANUAL.

PROVIDE CT ENCLOSURE. COORDINATE WITH PSE&G FOR REQUIREMENTS. NEUTRAL BOND TO 7.

THE PUMP TO THE LOCAL CONTROL PANEL.

CONTROL/SIGNAL WIRING FOR THESE PUMPS SHALL BE RUN CONTINUOUSLY/UNSPLICED FROM

HUB CONNECTION. BOND PUMP HOUSING TO GROUND USING #1 AWG MIN.. THE

CABLE ENTRY INTO MOTOR DISCONNECT TO PROVIDE A WATERTIGHT AND STRAIN RELIEF TYPE

CONTINUOUSLY/UNSPLICED. PROVIDE CORD GRIP AS CABLE EXITS PUMP TUBE AS WELL AS

ROUTED THROUGH CABLE GLANDS INTO PUMP TUBE ASSEMBLY TO PUMP MOTOR SHALL BE RUN

MANUFACTURER SUPPLIED CABLES FOR THE MAIN PUMPS RUN FROM THE LOCAL DISCONNECT 6.

LEAK DETECTION PANEL. COORDINATE WIRING NEEDS WITH MANUFACTURER.5.

MANUFACTURER.

GENERATOR REMOTE ANNUNCIATOR/ALARM PANEL. COORDINATE WIRING NEEDS WITH 4.

PB3 - PROVIDE (3) CIRCUIT #21, (3) CIRCUIT #22 THROUGH PB3.

PB2 PROVIDE (7) CIRCUIT #20 THROUGH PB2.

ADDITIONALLY, ROUTE ALL DECK LIGHTING AND RECEPTACLE CIRCUITS THROUGH PB1.

PB1 - PROVIDE (3) CIRCUIT #3, (1) CIRCUIT #4, AND (7) CIRCUIT #11 THROUGH PB1.

STATION DECK RELATED CONDUITS THROUGH THE FOLLOWING PULL BOXES (PBX) AS FOLLOWS:

REFERRING TO THE CONDUCTOR/CONDUIT SCHEDULE ON DRAWING E-158, PULL ALL PUMP 3.

SEE DETAIL 22 ON DRAWING E-204.2.

GRATING FRAMES.

REFER TO GENERAL NOTES ON E-101 FOR GROUNDING BUILDING STEEL, HANDRAILS AND 1.

G M

S /6 /2

A

M E

N D

M E

N T N

O

PROVIDE REMOVABLE THERMAL INSULATION PER SECTION 26 32 15.00.20.

BUS. SIZE GROUND EQUAL TO EQUIPMENT GROUNDING CONDUCTOR.

PROVIDE SUPPLEMENTAL GROUND CONDUCTOR FROM ALL ELECTRICAL ROOM EQUIPMENT TO GROUND 19.

RECEPTACLE TO BE PLACED ON LIGHT POLE. SEE TYPE LIGHT FIXTURE DETAIL ON SHEET E-204.18.

ENTRANCE TO ELECTRICAL ROOM .

ELECTRICAL ROOM AND FUEL STORAGE PANEL MOUNTED ON EXTERIOR WALL OF PUMP STATION AT

COORDINATE CONDUIT AND CONDUCTOR REQUIREMENTS WITH LEAK DETECTION PANEL MOUNTED IN 17.

SECONDS FOR GENERATOR START.”

“GENERATOR START REQUEST DELAYED TO ALLOW DAMPER OPENING PLEASE WAIT MINIMUM 15

PROVIDE PLACARD AT ATS AND GENERATOR ENGINE MOUNTED CONTROL PANEL INDICATING 16.

ROUTING OF COMBUSTION EXHAUST PIPING. REFER TO SHEET E-160 FOR SCHEMATICS.

NECESSARY. REFER TO MECHANICAL PLANS FOR GENERAL PLACEMENT OF ENGINE MUFFLER AND

GENERATOR START. COORDINATE WITH HVAC CONTRACTOR AND DAMPER MANUFACTURER AS

CALLED TO RUN, WITH OPENING CONFIRMED VIA DAMPER MOUNTED POSITION SWITCHES PRIOR TO

GENERATOR ENGINE MOUNTED CONTROL PANEL TO RECEIVE OPEN SIGNAL WHEN GENERATOR IS

ENGINE MOUNTED CONTROL PANEL START INTERFACE, ETC. MOTORIZED DAMPER TO BE WIRED TO

THE ATS (DURING SCHEDULED OR UNSCHEDULED EXERCISE TESTS), CALL TO RUN DIRECTLY FROM THE

SECONDS WHEN CALLED TO RUN FROM THE ATS (DURING EMERGENCY POWER CALL TO RUN), FROM

TO BE CONFIGURED AS NECESSARY TO DELAY ANY GENERATOR START REQUEST BY AT LEAST 15

COOLING AIR TO THE EMERGENCY GENERATOR, THE GENERATOR ENGINE MOUNTED CONTROL PANEL IS

TO PROTECT AND ASSURE MECHANICAL INTEGRITY OF MOTORIZED DAMPERS FEEDING ENGINE AND 15.

RING. SEE NOTE 19.

SYSTEM GROUND BUS BAR (2"X18" MIN.) FOR CONNECTION OF ALL GROUNDS, INCLUDING GROUND

PUNCH DOWN SURGE PROTECTOR BLOCK. BELOW PLYWOOD BACKBOARD, PROVIDE ELECTRICAL

AND WALL MOUNT TELEPHONE FACEPLATE WITH CAT5E CABLE TO TELEPHONE SERVICE TERMINATION

WALL FOR INCOMING TELEPHONE SERVICE AND COMMUNICATIONS SERVICE. PLACE JUNCTION BOX

PROVIDE TELECOMMUNICATIONS BACKBOARD 4' X 4' X 3/4" FIRE-RATED PLYWOOD ANCHORED TO 14.

AND LEVEL INDICATION PANEL AND TANK LOCATION DIMENSIONS.

STORAGE TANK LEVEL SENSOR AND LEAK DETECTION SENSOR, COORDINATE WITH LEAK DETECTION 13.

POWER PLAN

GENERAL NOTES:

LOCATIONS.

APPROVED MANUFACTURER DATA TO ENSURE PROPER CONDUIT

COORDINATE FINAL LOCATION OF ALL EQUIPMENT WITH 7.

CONTRACTOR.

UON, DISCONNECTS TO BE PROVIDED BY ELECTRICAL 6.

FOR THE ROOM. PROVIDE DISCONNECT ADJACENT TO EQUIPMENT.

MOTORIZED DAMPERS TO BE PLACED ALONGSIDE LIGHT SWITCHES

MANUAL MOTOR STARTERS (SWITCHES FOR EXHAUST FANS AND 5.

SCHEMATICS.

ACTUATORS, AND SEE SHEET NO. E-109 FOR GATE ACTUATOR

SEE DRAWING E-108 FOR CABLING INFORMATION ON SLUICE GATE 4.

1669, OR APPROVED EQUAL.

PHOENIX CONTACT MODEL S-PT1-2PE-24VDC, BOURNS MODEL

THE INSTRUMENT/DEVICE. ACCEPTABLE MANUFACTURER:

SHALL BE CONNECTED DIRECTLY TO THE SIGNAL CABLES EXITING

ENTRY HUB, OR IF NECESSARY, PROVIDE A CONDUIT TEE. SPD'S

MODULES THREADED DIRECTLY INTO THE UNUSED CONDUIT

SHALL BE EQUIPPED WITH DIRECT-MOUNTED SURGE PROTECTIVE

ALL FIELD MOUNTED ANALOG INSTRUMENTS LOCATED OUTSIDE 3.

SEAL FITTINGS, ETC.

INCLUDING ALL CONDUIT TYPES, FITTINGS, BOXES, OVERSIZED

DETAILS. INSTALLATION TO BE COMPLETED ACCORDING TO NEC

REFER TO SHEETS E-106, E-201, E-202, E-203 FOR APPLICABLE 2.

FOR FURTHER REPRESENTATION.

VENTS AND OPENINGS. REFER TO FIGURE A.4.2(a) IN NFPA 820

RADIUS IN ALL DIRECTIONS APPLIES AROUND PUMP STATION

GROUP D. SIMILAR AREAS WITH STORM WATER, INCLUDING A 3’

BELOW CONCRETE DECK IS CONSIDERED CLASS 1, DIVISION 2,

PER NFPA 820, TABLE 4.2.2 – ROW 4, THE ENTIRE PUMP STATION 1.

L

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SHEET

D A

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A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

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SM

NOTE 3

DISCONNECT,

WALL SWITCH

EXHAUST FAN

NNOTE 4

120VAC,

TYP., NOTE 2

DAMPER MOTORS

M

M

EXHAUST FAN AND DAMPER WIRING DIAGRAM

SMC

NOTE 3

DISCONNECT,

WALL SWITCH

NNOTE 4

120VAC,

M

M

R

NNOTE 4

120VAC,

R

ATS RUN

EMCP RUN

OF DAMPERS

QUANTITY

PLANS FOR

REFER TO

CONTACTS

START

GENERATOR

RELAY, NOTE 6

TIME DELAY

R

TD

CIRCUIT AND 120VAC BY GENERATOR MANUFACTURER

GENERATOR START & ROOM MAKEUP AIR DAMPER WIRING DIAGRAM

MOTOR, NOTE 5

120"x80" DAMPER

MOTOR, NOTE 5

120"x72" DAMPER

REFER TO NOTES 4 & 5 ON HVAC FLOOR PLAN M-101

REFER TO NOTES 1, 2 & 3 ON HVAC FLOOR PLAN M-101

USES: ELECTRICAL ROOM, GENERATOR ROOM

R

R

FAN REQUEST

THERMOSTAT

START.

SWITCHES AT DAMPERS TO VERIFY DAMPER OPENING PRIOR TO GENERATOR

NECESSARY FOR PROPER OPERATION. PROVIDE POSITIVE MAKE POSITION

DAMPERS ARE ALLOWED TO OPEN. CONTRACTOR TO ADJUST TIME DELAY AS

(EMCP) TO DELAY STARTING FROM ATS OR DIRECTLY FROM EMCP UNTIL THE

6. TIME DELAY RELAY (TD) TO BE WIRED INTO ENGINE MOUNTED CONTROL PANEL

UPON POWER LOSS DAMPERS OPEN.

5. DAMPER MOTORS TO BE FAIL-OPEN, PER MECHANICAL DRAWINGS, SUCH THAT

4. REFER TO ELECTRICAL BUILDING PLANS FOR POWER REQUIREMENTS.

LETTER AND LOCATION.

3. SEE PLANS FOR RELATED WALL MOUNT SWITCH/ DISCONNECT DESIGNATION

ENERGIZED.

2. DAMPER MOTORS TO BE NORMALLY CLOSED AND HELD OPEN WHEN

MANUFACTURER AS NECESSARY, TO PROVIDE A FULLY OPERATIONAL SYSTEM.

WITH HVAC AND HVAC EQUIPMENT SUPPLIERS, AND GENERATOR

1. SCHEMATIC DETAILS 1 THROUGH 3 SHOW INTENDED OPERATION. COORDINATE

DETAILS 1, 2, 3 NOTES:

TD1

SWITCH

DAMPER POSITION

120" x72"

SWITCH

DAMPER POSITION

120" x88"

-D

E C -2

X X

X

G B S

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C H

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OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

G M

S /6 /2

A

M E

N D

M E

N T N

O

12+00

13+00

14+00

15+00 16+00

17+00

11+00

40'

SCALE:1"= 20'

0 20'

N

T

H S

T R

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L O T

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A (8 " D

IP

INV(A)=31.4

RIM=34.7

SNMHOL

INV(A)=32.7

RIM=36.6

SNMHOL

A (8 " D

IP

INV(A)=32.9

RIM=37.6

SNMHOL

A (8 " D

IP

35 3

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US Army Corps of Engineers

US Army Corps

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

D

S

S

S

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45 45 45

RIGHT-OF-WAY

PROPOSED

C ACCESS ROAD 1L

.0

L

L

.0

PONDING AREA

STORMWATER

BDR 2

BUILDING

CONTROL

BDR 2

STATION

PUMP

C SWALE A

C SWALE B

WORKING LIMITS

CONTRACTOR

RIGHT-OF-WAY &

PROPOSED

MH

C1-2

DC

C1-3

HW

C2-2

FENCE, ORANGE

HEAVY DUTY SILT

RIPRAP

RIPRAP

WORKING LIMITS

CONTRACTOR

CULVERT C2

CULVERT C1

WALL

RETAININGINLET PROTECTION

SLOPE LIMITS

TOE OF LEVEE

TOP OF LEVEE

TOE OF LEVEE

30' FROM SWALE CENTERLINE

WORKING LIMITS LOCATED

SEE SHEET EC-502. CONTRACTOR

TO BOUND BROOK.

CUT BDR2 OUTLET SWALE

SLOPE LIMITS

SWALE

PAVEMENT

ASPHALT

TOE OF LEVEE

SWALE

TOP OF

LIMITS

SWALE SLOPE

C SEGMENT C2 LEVEEL

ENTRANCE

CONSTRUCTION

STABILIZED

ENTRANCE

CONSTRUCTION

STABILIZED

WORKING LIMITS

& CONTRACTOR

RIGHT-OF-WAY

PROPOSED

12+22.00

LEVEE STA.

SEGMENT C2

BEGIN

C1-4

SLOPE LIMITS

SWALE

(SEE EC-518)

MATTING IN SWALE A

REINFORCEMENT

INSTALL TURF

CULVERT C 1

LEVEE TOE ACCESS ROAD 1

12' WIDE ASPHALT RAMP

BY OTHERS

FLOODWALL

SEGMENT C3

FUTURE

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

C S

F R

E D

D O

G S

T A

U D

L S

S T

A T

O S

T A

S E

G M

E N

T C

G B S

E G C

-H

E

C -1

X X

X .d g n

-N

O V -2

EC-101

M A

T C

H L

IN

E

S

T A

S

H E

E T E

C -1

INLET PROTECTION - SEE SHEET EC-516

STABILIZED CONSTRUCTION ENTRANCE - SEE SHEET EC-520

TRUCK WASHDOWN LOCATION - SEE SHEET EC-520

FLOATING TURBIDITY BARRIER - SEE SHEET EC-516

HEAVY DUTY SILT FENCE, ORANGE - SEE SHEET EC-519

KEY

E R

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L A

N

ARTICULATED CONCRETE BLOCK - SEE SHEET EC-513 & EC-514

TURF REINFORCEMENT MATTING - SEE SHEET EC-517 & EC-518

RIPRAP - SEE SHEETS EC-501 TO EC-512, & EC-514

OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

A

M E

N D

M E

N T N

-0

-2

G M

S

SILT FENCE SHOWN OFFSET FROM CONTRACTOR WORKING LIMITS FOR DRAWING CLARITY. 4.

OFFICER. TRM IS A LONG TERM PERMANENT BMP.

PROCEDURES DO NOT RESULT IN STABILIZATION SATISFACTORY TO THE CONTRACTING

STABILIZATION AND VEGETATION THROUGHOUT THE PROJECT IF NORMAL SEEDING

ADDITIONAL TRM MAY NEED TO BE INSTALLED BY THE CONTRACTOR TO ACHIEVE SOIL

SEE SHEET EC-518 FOR DETAILS AND LOCATION OF TURF REINFORCEMENT MATTING (TRM).3.

EROSION CONTROL PERMITS.

TURBIDITY BARRIERS WHERE DEEMED NECESSARY IN ORDER TO OBTAIN APPROVAL OF

FREEHOLD SOIL CONSERVATION DISTRICT MAY REQUIRE ADDITIONAL SILT FENCE AND/OR2.

GATE AT CONSTRUCTION ENTRANCES.

LIMITS ALONG ALL RESIDENTIAL/COMMERCIAL PROPERTY BOUNDARIES AND PROVIDE

6' TEMPORARY CHAIN LINK FENCE TO BE INSTALLED ADJACENT TO CONTRACTOR WORKING1.

NOTES:

G M

S -2

-2

A M

E N

D M

E N

T N

40'

SCALE:1"= 20'

0 20'

SOUTH LINCOLN AVENUE

BO

UND BRO

O K

INV(B)=35.5

INV(A)=35.8

GR=38.0

CATBSN

B L

O C

K

B L

O C

K

B L

O C

K

B L

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K

B L

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L O

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SegC2-17-03

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KNOWN EXPOSURE

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US Army Corps of Engineers

US Army Corps

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

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40 40 40 40 40 4

211+00 212+00

213+00 214+00

215+00

1+00

2+00

3+00

3+17 3+17

38+00 39+00

40+00

RIGHT-OF-WAY

PROPOSED

RIGHT-OF-WAY

PROPOSED

CONTRACTOR WORKING LIMITS

BOROUGH RIGHT-OF-WAYRIGHT-OF-WAY

PROPOSED

C ACCESS RD 2L

18" RCP 24" RCP

24" RCP

.0

26.0'

PONDING AREA

STORMWATER

BDR 3

GI

C4-2

EX CB

C4-1

GI

C4-3

FES

C4-4

HW

C5-2

FENCE, ORANGE

HEAVY DUTY SILT

EXISTING FLOODWALL

AREA

BOTTOM OF PONDING

INLET PROTECTION (TYP.)

ENTRANCE

CONSTRUCTION

STABILIZED

APRON

RIPRAP

TOE OF SLOPE

RIPRAP

EX. CULVERT

BUILDING

CONTROL

BDR 3

STATION

PUMP

EX. SWALE

PS

C5-1

MATERIAL BACKFILL

EMBANKMENT

EXISTING

TURBIDITY BARRIER

FENCE TO FLOATING

TRANSITION FROM SILT

TURBIDITY BARRIER

FENCE TO FLOATING

TRANSITION FROM SILT

ACCESS ROAD 2

LEVEE TOE

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

A T

O S

T A

C S

F R

E D

D O

C L S

G S

T A

U D

E R

M A

T C

H L

IN

E S

T A S

H E

E T E

C -1

M

AT

C H L

IN

E S

TA

. 4

2+ S

H E E T

E C -1

S E

G M

E N

T C

-N

O V -2

G B S

E G C

-H

E

C -1

X X

X .d g n

EC-108

E R

O S

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N A

N D S

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O N

T R

O L P

L A

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OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

G M

S -2

-2

A M

E N

D M

E N

T N

O

O

U N

D B

R O

O K

100 110 120 1309080

E L E

V A

T

IO

N

PROFILE

SCALE: 1" = 5'

WET WELL

BDR3

GROUND

EXISTING

GEOTEXTILE

FLOW

3'

3'

EXISTING FLOODWALL

FINISHED GRADE

GEOTEXTILE

INV. 34.0 (CULVERT)

(HEADWALL)

INV. 33.25

NJDOT NO. 57

AGGREGATE

6" MIN. COARSE

THICK RIPRAP

9" D SIZE 18"

CHANNEL BOTTOM

BOUND BROOK

TO EXISTING

RIPRAP TO CONFORM

SECTION 1-1

SCALE: 1" = 5'

E L E

V A

T

IO

N

EXISTING GROUND

GEOTEXTILE

9" D SIZE 18" THICK RIPRAP

35 35

5' X 4' CULVERT HEADWALL

NJDOT NO. 57

6" MIN. COARSE AGGREGATE

INV. 34.0 (CULVERT)

INV. 33.25 (HEADWALL)

SECTION 2-2

SCALE: 1" = 5'

EXISTING GROUND

GEOTEXTILE

MATCH CULVERT INV. EL

AT CUTOFF WALL

9" D SIZE 36" THICK RIPRAP

E L E

V A

T

IO

N

NJDOT NO. 57

AGGREGATE

6" MIN. COARSE

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SHEET

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US Army Corps of Engineers

US Army Corps

IS

S

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A T

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

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-30 -20 20 30

-60 -20 20 30

PLAN VIEW

BUILIDNG

CONTROL

BDR3

STATION

PUMP

WET WELL

BDR3

STATION

PUMP

PS

C5-1

WORKING LIMITS

CONTRACTOR

EX. FLOODWALL HW

C5-2

RIPRAP

SCALE: 1" = 10'

EX. CULVERT

RIGHT OF WAY

PROPOSED

BARRIER

TURBIDITY

FLOATING

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

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CONDUIT OUTLET PROTECTION, C5-2 OUTLET

OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps of Engineers

US Army Corps

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

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B S

D

S

S

S

W

12+00

13+00

14+00

15+00 16+00

17+00

11+00

RIGHT-OF-WAY

PROPOSED

WORKING LIMITS

CONTRACTOR

TOE OF LEVEE

WET WELL

BDR 2

STATION

PUMP

C ACCESS ROAD 1L

LIMITS

SWALE SLOPE

L

PONDING AREA

STORMWATER

BDR 2

BUILDING

CONTROL

BDR 2

STATION

PUMP

WORKING LIMITS

& CONTRACTOR

RIGHT-OF-WAY

PROPOSED

C SWALE A

WORKING LIMITS

CONTRACTOR

RIGHT-OF-WAY &

PROPOSED

SLOPE LIMITS

TOE OF LEVEE

TOE OF LEVEE

LEGEND

10 LBS/ACRE

FLOOD PLAIN MIX

6 LBS/1000SF

263 LBS/ACRE

LAWN MIX

40 LBS/ACRE

SWALE MIX

RIPRAP

TOP OF LEVEE

(NOTE 7)

SLOPE LIMITS

SWALE

TOP OF

ONCE REMOVED

SEED AS SHOWN

CONSTRUCTION ENTRANCE

STABILIZED

BLOCK

CONCRETE

ARTICULATED

C2 LEVEE

C SEGMENTL

ONCE REMOVED

SEED WITH LAWN MIX

ENTRANCE

CONSTRUCTION

STABILIZED

RIPRAP

ARMOR

LEVEE TOE ACCESS RD. 1

ASPHALT RAMP

EXCEPT WHERE RIPRAP IS SHOWN ON EROSION CONTROL DWGS.

SWALE SHALL BE SEEDED WITH FLOODPLAIN MIX TO CONTRACTOR WORKING LIMITS8.

NOT SHOWN ON LANDSCAPE DRAWINGS FOR CLARITY.

SEE EROSION CONTROL DRAWINGS FOR DETAILS. TURF REINFORCEMENT MAT (TRM)7.

AND INSTALLING SEEDING.

DETERMINED BY CONTRACTING OFFICER TO A DEPTH OF 12 INCHES PRIOR TO PLACING TOPSOIL

EQUIPMENT AND TEMPORARY PAVEMENT. SCARIFY CONSTRUCTION STAGING AREAS

AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, REMOVE CONSTRUCTION STRUCTURES, 6.

EXPANSION OF THE WORK AREA MAY REQUIRE AN INCREASE IN SEED MIX QUANTITY.

THE ACREAGE OF SEEDING AREAS SHALL BE BASED ON THE EXTENT OF THE WORK AREA.5.

DETERMINED BY CONTRACTING OFFICER.

CONTRACTOR SHALL SEED ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AS 4.

AREAS DESIGNATED FOR SWALE MIX, OR STRUCTURE.

DISTURBED DURING CONSTRUCTION ACTIVITIES OTHER THAN MULCH, RIP RAP, HARDSCAPE,

ON PROTECTED SIDE OF FLOOD WALL, LAWN MIX SHALL BE SEEDED IN ALL WORK AREAS3.

OR STRUCTURE.

AREAS DISTURBED DURING CONSTRUCTION ACTIVITIES OTHER THAN RIP RAP, HARDSCAPE,

ON FLOOD SIDE OF THE FLOOD WALL, FLOODPLAIN MIX SHALL BE SEEDED IN ALL WORK 2.

SEE TOPSOIL AND SEEDING SPECIFICATIONS FOR SEED MIX COMPOSITION.1.

NOTES:

(NOTES 7 & 8)

LEVEE STA. 12+63.62

SEGMENT C2

BEGIN

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

L-101

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OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

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CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

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B S

3" 3"

AT 8" MAX.

5-#5 STIRRUPS

3"3"

3"3"

3" 3"

3"

S

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3" 3"

3"

(T

Y P

" 2

3" T Y P

#5 TOP

AND BOTT.

6" 6"

4-#5 AT 8" MAX.

TOP AND BOTT.,

(EACH SIDE OF

OPENINGS)

#5 DOWELS SPA. WITH SLAB REINFORCING, TOP AND BOTT. UNLESS NOTED

4-#6 EQ. SPA.

TOP AND BOTT.

SIDE OF OPENING)

TOP AND BOTT (EACH

#5 AT 8" MAX.

FOR BEAM

REINFORCEMENT,

SEE DETAIL 1 ON

SHEET S-614

3"3"

3" 3"

TOP AND BOTT.

11-#5 AT 8" MAX.

3-#5 EQ. SPA. TOP

AND BOTT., (EACH

SIDE OF OPENINGS,

SEE NOTE 4)

TOP AND BOTT.

6-#5 EQ.SPA.

3" 6"

5-#5 AT 8" MAX.

TOP AND BOTT.,

(SEE NOTE 4)

4-#6 DOWELS

TOP AND BOTT.

(TYP. EACH END)

6-#5 EQ. SPA.

PVC SLEEVE FOR

GATE STEM (4

LOCATIONS, SEE

NOTE 4)

OPENING IN SLAB

(TYP.) SEE NOTE 6

4-#5 EQ. SPA.

TOP AND BOTT.

LEVEL SENSOR PIPE

(SEE NOTE 4)

#5 DOWELS SPA. WITH SLAB REINFORCING TOP AND BOTT. UNLESS NOTED (SEE NOTE 4)

TOP AND BOTT.

9-#5 EQ. SPA.

#5 AT 8" MAX.

TOP AND BOTT.,

(SEE NOTE 5)

N

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

MID LEVEL FLOOR SLAB REINFORCING PLAN - EL. 41.15'

6" DIA. PVC

PIPE SLEEVE,

SEE NOTE 4

#5x4'-0" TOP AND

BOTTOM AT CORNERS

(TYP. ALL OPENINGS,

BEND AS REQUIRED)

(T

Y P

3" (T Y

P

4-#5 x 6'-0" TOP AND

BOTT. (TYP AT EACH

28" DIA OPENING)

-N

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X X

X

G B S

E G C

-H

S

F

X X .d

S-605

.G .K

P U

M P S

T A

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D R -2 W

E T W

E L L

T .M .T

2' 4'0 1'

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

T .M .T

ID

L

E V

E L F

L O

O R S

L A

B R

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IN

F O

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IN

G P

L A

N

ACCESS HATCHES AND GRATING COVERS NOT SHOWN.6.

TERMINATE REINFORCEMENT 3" CLEAR OF OPENINGS.5.

CLEAR SENSOR PIPES OR PIPE SLEEVES AS APPLICABLE.

SHIFT OR BEND REINFORCEMENT AS REQUIRED TO4.

SEE "BOTTOM REINFORCING PLAN" ON SHEET S-604.

FOR WALL REINFORCEMENT NOT SHOWN,3.

FOR INFORMATION NOT SHOWN, SEE SHEET S-602.2.

FOR GENERAL NOTES, SEE SHEET S-101.1.

NOTES:

OPTION 2 CONTRACT

SHEET IS IN THE

WORK ON THIS

G M

S /2

/2

A

M E

N D

M E

N T N

O

B

S-622

B

S-622

3" GAP

1/2" FILLED

JOINT, SEE

NOTE 2

SEE NOTE 3

GUARDRAIL,

6" PERFORATED

PVC PIPE

UNDERDRAIN

SWALE A

EL. 30.90'

F/L EL. 31.10'

1" MIN.

OUTLET WITH

RO…