02_-_Green_Brook_C-1_Amendment_1_Civil_25JUL2019.pdf

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Attached to
Green Brook Flood Risk Management Project, Sub-Basin of the Raritan River, Borough of Middlesex, NJ, Segment C-1
Solicitation number
W912DS19B0009
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BOROUGH OF MIDDLESEX MIDDLESEX COUNTY

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LPG

LPG

LPG

LPG

LPG

VERIZON FIBER OPTIC

LINE RELOCATION TO BE

COORDINATED WITH

UTILITY OWNER AND COR

PERMANENT EASEMENT

US Army Corps of Engineers

New York District

S O

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C-105

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BLOCK 259

LOT 4

C1-17-06

C1-17-07

C1-17-08

C

B

C

B

BEGIN STA. 3+78.7± FLOODWALL

N: 636408.32

E: 497244.13

L E

V E

E

C

R E

S T

L

L

L

L

L

C

C

L21

FENCE W/GATE

(SEE SHEET C-502)

SOIL STABILIZATION

SYSTEM

RIPRAP - D50=9"

THICKNESS=21"

L

L

L

L

REMOVE APPROX. 35

LF. OF FENCE

REMOVE APPROX. 254

LF. OF FENCE

RELOCATION OF VERIZON FIBER

OPTIC LINE TO BE COORDINATED

WITH UTILITY OWNER AND COR

REMOVE APPROX. 50 LF.

OF FENCE AND GATE

REMOVE APPROX. 176 LF.

OF FENCE

VERIZON FIBER OPTIC

LINE RELOCATION TO BE

COORDINATED WITH

UTILITY OWNER AND COR

REPLACE EXISTING

STORM SEWER LINE WITH

RCP, CONNECT TO DS#6

BLOCK 260

LOT 2.01

SegC1-17-06

SegC1-17-07

SegC1-17-08

Q

Q

SegC1-17-06A

PERMANENT EASEMENT

PERMANENT EASEMENT

TURF REINFORCING

MAT (TRM) IN SWALE

TURF REINFORCING

MAT (TRM) IN SWALE

TRM FOR EXTERIOR

SIDE OF LEVEE

RIPRAP - D50=9"

THICKNESS=21"

OPTION 3 BEGIN

STA. 8+11.2 (MONOLITH 23)

(OPTION 2)

(OPTION 2)

LEVEE (OPTION 2)

FLOODWALL 3+69.56

(OPTION 3 BEGIN)

FLOODWALL 4+95.70

(OPTION 3 END)

US Army Corps of Engineers

New York District

S O

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C-106

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GENERATOR BUILDING

FF EL 53.5

CONCRETE FUEL

PAD FF EL 53.5

PUMP CHAMBER

STAGING AREA

GRAVITY INLET -

EL +37.5

WING WALL

30" RCP

48" CONCRETE

MANHOLE

30" RCP

RIPRAP AT ACCESS CLEAR

AREA CROSSING

D50=3"

THICKNESS= 8"

(SEE DETAIL 4A/C-501)

STORAGE POND

ACCESS ROAD (RAMP)

30" PRE-CAST TYPE

DW HEADWALL

30" PRE-CAST TYPE

DW HEADWALL

BLOCK 259

LOT 6

BLOCK 259

LOT 4

L9

L

L

C

L

L

L

L

C

C

C

C

ACCESS ROAD (RAMP)

GUARDRAIL

RETAINING WALL

RIPRAP D50=3"

THICKNESS=8"

GUARDRAIL

GUARDRAIL

VEHICLE GATE

GUARDRAIL

TEMPORARY ACCESS ROADS

TO STAGING AREA

BOLLARD (TYP.)

BOLLARD (TYP.)

RIPRAP - D50=3"

THICKNESS=8"

EX. STORM PIPE

EX. STORM PIPE

(SEE NOTE 2)

PAVEMENT

ACCESS ROAD (SAWCUT & TIE IN

TO EX. PARKING LOT, SEE DETAIL SHEET C-501)

ACCESS CLEAR AREA,

SEEDED ACCORDING TO

SPECIFICATIONS (GRASS)

NEW PS&G POLE

NEW PS&G TRANSFORMER

LIGHT POLE

LIGHT POLE

COARSE DRAINAGE GRAVEL

SEE DETAIL 3/C-301

GRAVEL DRIP

STRIP

FUEL TRENCH (COORDINATE LOCATION W/COR)

PULL BOX (TYP.)

RIPRAP - D50=18"

THICKNESS=40"

RIPRAP - D50=9"

THICKNESS=21"

PAVEMENT

SegC1-17-04

SegC1-17-05

Q

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PERMANENT EASEMENT

PERMANENT EASEMENT

TURF REINFORCING

MAT (TRM) IN SWALE

TRM FOR EXTERIOR

SIDE OF LEVEE

RIPRAP - D50=6"

THICKNESS=14"

TEMPORARY ACCESS ROAD FROM

CONSTRUCTION ENTRANCE

SEE SHEET C-128

(OPTION 2)

(OPTION 2)

(OPTION 2)

(OPTION 2)

(OPTION 2)

(OPTION 2)

(OPTION 2)

(OPTION 2)

LEVEE (OPTION 2)

(OPTION 2)

(OPTION 2)

(OPTION 2)

RELOCATION OF VERIZON FIBER

OPTIC LINE TO BE COORDINATED

WITH UTILITY OWNER AND COR

US Army Corps of Engineers

New York District

S O

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O

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SITE PLAN

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MATCHLINE SEE C-111

10 20 40

NORTH

PLAN

MATCHLINE SEE C-104

C-107

S I T

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NOTES:

1. FOR LEVEE GEOMETRY, SEE SHEET C-601.

2. EXISTING STORM PIPE IS TO BE DEMOLISHED

FROM UNDER THE ACCESS RAMP.

A M

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ES

ES

ES

ES

ES

POND RIPRAP (TYP.) - D50=6"

THICKNESS=14"

SEE DETAIL 4/C-501

BLOCK 260

LOT 2.01

BLOCK 260

LOT 6

BLOCK 266

LOT 1

L

RIPRAP AT ACCESS

CLEAR AREA

CROSSING, D50=3"

THICKNESS= 8"

RIPRAP

D50=18"

RIPRAP

D50=18"

BLOCK 370

LOT 7

ACCESS CLEAR AREA,

SEEDED ACCORDING TO

SPECIFICATIONS (GRASS)

SegC1-17-31

PERMANENT EASEMENT

(OPTION 1)

(OPTION 1)

ACCESS ROAD

(OPTION 1)

(OPTION 2)

(OPTION 2)

US Army Corps of Engineers

New York District

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

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S I Z

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D A

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SHEET ID

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D S

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X

X X

X

X X

A N

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G R

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B

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C-108

SITE PLAN

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S

M A

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H L

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S

MATCHLINE SEE C-112

10 20 40

NORTH

PLAN

C-108

S I T

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P

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N

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B

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D A

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NOTE:

1. FOR LEVEE GEOMETRY, SEE SHEET C-601.

A M

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B

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J U

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OPTIONS 1 & 2

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ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

RIPRAP

D50=18"

EXISTING 36" X 42"

PIPE

PLUG END OF EXISTING 36" X 42"

PIPE, (FOR DETAIL SEE SHEET C-512)

S

O

U

E

N

U

E

NEW CURB LINE - SOUTH AVENUE

IMPROVEMENT FROM MENLO

ENGINEERING DRAWING

8" WATER MAIN TO BE ENCASED

EXISTING DOUBLE 'B' INLET FROM

MENLO ENGINEERING DRAWING

INV. EL. 40.90

SegC1-17-32i

SegC1-17-32

SegC1-17-33

BLOCK 266

LOT 1

PERMANENT EASEMENT

OPTION 2

(OPTION 1)

OPTION 1

PROPERTY LINE

FROM TAX MAPS

PROPERTY LINE FROM

SURVEY BY TEMPLIN

ENGINEERING ASSOCIATES,

BRIDGEWATER, NJ

PROPERTY LINE

FROM TAX MAPS

PROPERTY LINE FROM

SURVEY BY TEMPLIN

ENGINEERING ASSOCIATES,

BRIDGEWATER, NJ

PROPOSED SHALLOW

STORM MANHOLE

INV. EL. 41.20

EXISTING UTILITY POLE FROM

MENLO ENGINEERING DRAWING

PROPOSED 24" DIA. RCPPROPOSED 24"

DIA. RCP

WETLAND BOUNDARY FROM MENLO

ENGINEERING DESIGN DRAWING

SHEETS (PLAN & PROFILE-3)

US Army Corps of Engineers

New York District

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

W

D S

B

W X

X X

X X

X

X X

X

X X

A N

S I

D

G R

E E

N

B

R O

O

S

K

M

A N

A G

E M

E N

T

P

R O

J E

C T

C E

N A

P E

C

S U

B B

A S

T

R

I T

V

E R

G R

E E

N

B

R O

O

S

K

M

A N

A G

E M

E N

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P

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B O

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U G

H

O

F

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I D

D L

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C-109

SITE PLAN

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H L

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S

MATCHLINE SEE C-113

10 20 40

NORTH

PLAN

C-109

S I T

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P

L A

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OPTION 1

AutoCAD SHX Text Wall

AutoCAD SHX Text Wall

AutoCAD SHX Text Tank

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Stockpile

AutoCAD SHX Text Stockpile

AutoCAD SHX Text Stockpile

AutoCAD SHX Text Storage Trailer

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AutoCAD SHX Text Stockpile

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AutoCAD SHX Text Tank

AutoCAD SHX Text Brush

AutoCAD SHX Text Temp Ofice

AutoCAD SHX Text Brush

AutoCAD SHX Text Stockpile

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AutoCAD SHX Text Stockpile

AutoCAD SHX Text Storage Trailer

AutoCAD SHX Text Stockpile

AutoCAD SHX Text Stockpile

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AutoCAD SHX Text

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AutoCAD SHX Text

FLOW

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AutoCAD SHX Text 44.75

AutoCAD SHX Text 44.75

AutoCAD SHX Text 44.75

AutoCAD SHX Text

EL.42.5

AutoCAD SHX Text

EL.42.9

AutoCAD SHX Text

EL.42.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BLOCK 260

LOT 2.01

150 YEAR

WSEL

SegH-17-19

SegH-17-20

PERMANENT EASEMENT

US Army Corps of Engineers

New York District

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

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S I Z

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T E

D

B

Y

D A

T E

C O

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K E

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B

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N

B

Y

I S

S U

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D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

W

D S

B

W X

X X

X X

X

X X

X

X X

A N

S I

D

G R

E E

N

B

R O

O

S

K

M

A N

A G

E M

E N

T

P

R O

J E

C T

C E

N A

P E

C

S U

B B

A S

T

R

I T

V

E R

G R

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N

B

R O

O

S

K

M

A N

A G

E M

E N

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P

R O

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C T

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H

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C-110

SITE PLAN

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10 20 40

NORTH

PLAN

MATCHLINE SEE C-106

C-110

S I T

E

P

L A

N

D T

B

P G

S

D

T B

D A

N

NOTE:

1. FOR LEVEE GEOMETRY, SEE SHEET C-601.

A M

O

P T

I O

J U

L

OPTION 2

AutoCAD SHX Text Storage

AutoCAD SHX Text Storage

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AutoCAD SHX Text Brush

AutoCAD SHX Text Dumpster

AutoCAD SHX Text Debris

AutoCAD SHX Text Storage

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AutoCAD SHX Text

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AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Dumpster

AutoCAD SHX Text Debris

AutoCAD SHX Text Storage

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text

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BOROUGH OF MIDDLESEX MIDDLESEX COUNTY

AutoCAD SHX Text

AutoCAD SHX Text

C1-17-01

C1-17-02

C1-17-18

C1-17-20

BEGIN STA. 0+00

FLOODWALL TIE-IN

LOCATION TO

ABUTMENT

12' WIDE

BERM - EL +45.0

12' WIDE BERM -

EL +45.0

I

N

V

C

I

I

N

V

D

I

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

L

C

OUTLET PROTECTION

W/RIPRAPD 50=18"

THICKNESS=40"

(SEE DETAIL 1/C-504)

END STA. 2+65

FLOODWALL TIE-IN

ACCESS CLEAR AREA,

SEEDED ACCORDING TO

SPECIFICATIONS (GRASS)

FLOW

FLOW

FLOW

STORAGE POND

POND RIPRAP (TYP.) - D50=6"

THICKNESS=14"

SEE DETAIL 4/C-501

BLOCK 370

LOT 6

BLOCK 260

LOT 3

RIPRAP

D50= 18"

150 YEAR

WSEL

12' WIDE BERM

(SEEDED) - EL +45.0

COARSE DRAINAGE GRAVEL

SEE DETAIL 3/C-301

COARSE DRAINAGE GRAVEL

SEE DETAIL 3/C-301

60" RCP

OUTLET PIPE

150 YEAR

WSEL

e e e e e

8+00g

9+00g

9+35g

BLOCK 260

LOT 2.01

SegC1-17-02

SegC1-17-01

SegC1-17-19

SegC1-17-03

SegC1-17-18

SegC1-17-20

SegC1-17-22

SegC1-17-21

SegC1-17-24L

SegC1-17-23

SegC1-17-25L

SegC1-17-26L

SegC1-17-27R

SegC1-17-28R

SegC1-17-29R

SegC1-17-30

SegC1-17-36R

SegC1-17-37R

SegC1-17-34L

SegC1-17-35L

Q

Q

Q

Q

PERMANENT EASEMENT

CULVERT

RIPRAP - D50=9"

THICKNESS=21"

TRM IN NEW

CHANNEL

RIPRAP - D100=9"

RELOCATION OF VERIZON FIBER

OPTIC LINE TO BE COORDINATED

WITH UTILITY OWNER AND COR

(OPTION 1)

CHANNEL AND

RETAINING WALL (OPTION 1)

(OPTION 1)

(OPTION 1)

(OPTION 1)

(OPTION 1)

ACCESS ROAD

(OPTION 1)

(OPTION 2)

RELOCATION OF VERIZON FIBER

OPTIC LINE TO BE COORDINATED

WITH UTILITY OWNER AND COR

US Army Corps of Engineers

New York District

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

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R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

W

D S

B

W X

X X

X X

X

X X

X

X X

A N

S I

D

G R

E E

N

B

R O

O

S

K

M

A N

A G

E M

E N

T

P

R O

J E

C T

C E

N A

P E

C

S U

B B

A S

T

R

I T

V

E R

G R

E E

N

B

R O

O

S

K

M

A N

A G

E M

E N

T

P

R O

J E

C T

B O

R O

U G

H

O

F

M

I D

D L

E S

E

O

W

N S

H I P

N

J

S E

G M

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C

N E

W

Y

O R

K

D

I S

T R

I C

T

D

E R

A

Z A

N E

W

Y

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K

N

R

K

M

Y

C

O R

E

N G

I N

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P H

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A D

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P H

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P H

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P

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C

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C-111

SITE PLAN

M A

T C

H L

I N

E

S

M A

T C

H L

I N

E

S

10 20 40

NORTH

PLAN

MATCHLINE SEE C-107

C-111

S I T

E

P

L A

N

D T

B

P G

S

D

T B

D A

N

NOTE:

1. FOR LEVEE GEOMETRY, SEE SHEET C-601.

A M

O

P T

I O

B

E L

E D

D

E M

O

H

A T

D

A

J U

L

OPTIONS 1 & 2

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Debris

AutoCAD SHX Text Wall

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text

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AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Debris

AutoCAD SHX Text Wall

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text Brush

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text (41.5)

AutoCAD SHX Text (41.5)

AutoCAD SHX Text (41.5)

AutoCAD SHX Text (41.5)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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C

B

W

ES

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BLOCK 268

LOT 2

150 YEAR

WSEL

g g g g g g g g

TEMPORARY

STOCKPILE

AREA

S

O

U

E

N

U

E

PERMANENT EASEMENT

RIPRAP

D50=18"

(OPTION 1)

ACCESS ROAD

(OPTION 1)

US Army Corps of Engineers

New York District

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

W

D S

B

W X

X X

X X

X

X X

X

X X

A N

S I

D

G R

E E

N

B

R O

O

S

K

M

A N

A G

E M

E N

T

P

R O

J E

C T

C E

N A

P E

C

S U

B B

A S

T

R

I T

V

E R

G R

E E

N

B

R O

O

S

K

M

A N

A G

E M

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T

P

R O

J E

C T

B O

R O

U G

H

O

F

M

I D

D L

E S

E

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N S

H I P

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G M

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C

N E

W

Y

O R

K

D

I S

T R

I C

T

D

E R

A

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N E

W

Y

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K

N

R

K

M

Y

C

O R

E

N G

I N

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R S

P H

I L

A D

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P H

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A D

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P

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Y L

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C

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C-112

SITE PLAN

M A

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H L

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M A

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H L

I N

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S

10 20 40

NORTH

PLAN

MATCHLINE SEE C-108

C-112

S I T

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D A

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A M

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OPTION 1

AutoCAD SHX Text Brush

AutoCAD SHX Text Wall

AutoCAD SHX Text Wall

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Brush

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 48.8

AutoCAD SHX Text 48.6

AutoCAD SHX Text 48.6

AutoCAD SHX Text 48.5

AutoCAD SHX Text 48.8

AutoCAD SHX Text Brush

AutoCAD SHX Text Wall

AutoCAD SHX Text Wall

AutoCAD SHX Text 48.9

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text Brush

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BOROUGH OF MIDDLESEX MIDDLESEX COUNTY

AutoCAD SHX Text

FH

AutoCAD SHX Text Curb

AutoCAD SHX Text Curb

AutoCAD SHX Text Curb

AutoCAD SHX Text Curb

AutoCAD SHX Text Curb

AutoCAD SHX Text Curb

AutoCAD SHX Text

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AutoCAD SHX Text

W

W

M

W

EXISTING UTILITY POLE FROM

MENLO ENGINEERING DRAWING

PROPOSED NJDOT TYPE 'E' INLET

(FOR DETAIL SEE DWG. C-512)

PROPOSED 24" DIA. RCP

12" GAS MAIN TO BE RELOCATED AND

RECONSTRUCTED AS NECESSARY

EXISTING DOUBLE 'B' INLET FROM

MENLO ENGINEERING DRAWING

INV. EL. 40.90

PERMANENT EASEMENT

OPTION 2

OPTION 1

PROPOSED 24" DIA. RCP

24" DIA. REINFORCED CONCRETE

FLARED END SECTION WITH METAL

CULVERT TRASH GUARD INV. 41.6

US Army Corps of Engineers

New York District

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S…

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