Green_Brook_C1_AM_002_Combined_Sheets_14_Aug_2019.pdf

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1 98765432

New York District of Engineers

US Army Corps

SHEET IDSHEET ID

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N 636500

N 636700

NORTH

PLAN

50' 100'0

NAN-GB-C1-2

NAN-GB-C1-3

NAN-GB-C1-5

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NAN-GB-C1-4

NAN-GB-C1-1

ACCESS COVER

LOGO FLANGE

CONCRETE

SAND

6" PVC PIPE

(9/16" STAINLESS STEEL)

SECTIONAL ROD

THREADED

ROD ENDS

STUD

M

IN

2. USE FOR VERTICAL AND HORIZONTAL CONTROL.

1. DEEP ROD - STAINLESS STEEL WITH SLEEVE.

NOTES:

DRIVEN TO REFUSAL

FLUSH WITH SURFACE

COUNTERSINK DISK

EPOXY GROUT

DRILL 1" DIA. HOLE

CONCRETE

OR

ROCK

FLOODWALL CONCRETE PROPERTIES)

2. DISK IN ROCK OR FLOODWALL (SEE SHEET S-001D FOR

1. USE FOR VERTICAL, HORIZONTAL AND BOUNDARY CONTROL.

NOTES:

CAP ON ROD

SOIL

IN-SITU

.5

FLOODWALL 53.0 3+90D497233.41 636404.81NAN-GB-C1-5 5 OPTION #1

FLOODWALL 53.0 7+91D496856.61 636494.91NAN-GB-C1-4 4 OPTION #1

FLOODWALL 53.0 10+32D496402.67 636500.99NAN-GB-C1-3 3 OPTION #1

FLOODWALL 53.0 12+50D496402.67 636533.69NAN-GB-C1-2 2 OPTION #1

BASE FLOODWALL/LEVEE 53.0 14+75D496189.28 636604.14NAN-GB-C1-1 1

NORTHINGSTAMP NAMENO.

NTS

TYPICAL USACE LOGO ON BENCHMARK

FLOOD PROTECTION TYPEDESIGN ELEVATIONSTATIONEASTING CONTRACT

NEW NSRS BENCHMARK MONUMENTATION

based on local site conditions per EM 1110-1-1002.

5. Permanent monuments shall be stable and self-identifying, and shall incorporate the properties permanent monuments under any circumstances.

4. Bare rods, nails (PK, 60d, etc.), railroad spikes, wooden hubs, and so forth shall not be considered

Datum Coordinator (DDC), and with approval from the Contracting Officer (COR).

with EM 1110-1-1002 (Survey Markers and Monumentation), in coordination with the New York District

3. The Contractor shall establish the appropriate physical permanent survey monumentation in accordance

Vertical Datums).

in EM 1110-2-6056 (Standards and Procedures for Referencing Project Elevation Grades to Nationwide

ER 1110-2-8160 (Policies for Referencing Project Elevation Grades to Nationwide Vertical Datums) and

2. The vertical control benchmarks shall be be referenced according to the guidelines established in be recorded on the final As-Builts.

coordinates and elevations for establishing the NSRS benchmarks. The true elevations shall also

1. Design elevations do not reflect as-built or future elevations. The Contractor shall verify the

NSRS Benchmark Notes:

NTS

TYPE C MONUMENT

NTS

NTS

TYPE B MONUMENT

C-006

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CONNECT 6' PIPE END

SECTION TO C-2 PIPE

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VERIZON FIBER OPTIC

LINE RELOCATION TO BE

COORDINATED WITH

UTILITY OWNER AND COR

REMOVE

REMOVE

REMOVE APPROX. 50 LF OF

FENCE AND REPLACE

IN-KIND AT THE DIRECTION

OF THE COR

REMOVE

REMOVE APPROX. 90 LF OF

FENCE AND REPLACE IN-KIND AT

THE DIRECTION OF THE COR

REMOVE APPROX. 220 LF

OF FENCE AND REPLACE

IN-KIND AT THE DIRECTION

OF THE COR

REMOVE

REMOVE APPROX. 152 LF OF 18"

RCP AND 18" CMP, REPLACE WITH

18" RCP FOR DS#4; PROTECT

EXISTING CATCH BASIN ON LEE

DRIVE

REMOVE APPROX. 83 LF OF

FENCE, REPLACE IN-KIND

AT THE DIRECTION OF THE

COR

CLEAR AND REMOVE

DEBRIS

REMOVE

SegC1-17-10

SegC1-17-11

SegC1-17-12

SegC1-17-09

SegC1-17-09A

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PERMANENT EASEMENT

TURF REINFORCING

MAT (TRM) IN SWALE

OPTION 3 END

STA. 14+77.52 (MONOLITH 55)

US Army Corps of Engineers

New York District

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BOROUGH OF MIDDLESEX MIDDLESEX COUNTY

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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

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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

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C

R E

S T

L

L

L

L

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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

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SegC1-17-06

SegC1-17-07

SegC1-17-08

Q

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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

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NOTE:

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

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ES

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RIPRAP

D50=18"

EXISTING 36" X 42"

PIPE

PLUG END OF EXISTING 36" X 42"

PIPE, (FOR DETAIL SEE SHEET C-512)

S

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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)

EXTEND EXISTING PIPE APPROX. 9'

THROUGH NEW STABILITY BERM TO

FACILITATE FUTURE INSPECTIONS

US Army Corps of Engineers

New York District

S O

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FLOW

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AutoCAD SHX Text 44.75

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EL.42.5

AutoCAD SHX Text

EL.42.9

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EL.42.0

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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

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ES

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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

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SegC1-17-18

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SegC1-17-22

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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

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

RIPRAP - D100=9"

US Army Corps of Engineers

New York District

S O

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C-111

SITE PLAN

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C-111

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NOTE:

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

A M

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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

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C

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A

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LPG

LPG

L

L

L

L

L

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L

L

L

L

L

L

L

L

L

L

CONNECT 6' PIPE END

SECTION TO C-2 PIPE

S

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SegC1-17-10

SegC1-17-11

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SegC1-17-09

SegC1-17-09A

BLOCK 239

LOT 35

BLOCK 239

LOT 34

BLOCK 239

LOT 33

BLOCK 239

LOT 31

BLOCK 239

LOT 32

L

I

V

E

PERMANENT EASEMENT

TURF REINFORCING

MAT (TRM) IN SWALE

OPTION 3 END

STA. 14+77.52 (MONOLITH 55)

US Army Corps of Engineers

New York District

S O

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C-114

GRADING PLAN

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10 20 40

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PLAN

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H L

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C-114

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AutoCAD SHX Text 40.6

AutoCAD SHX Text Dumpster

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AutoCAD SHX Text Conc.

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AutoCAD SHX Text Brush

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AutoCAD SHX Text 41.5

AutoCAD SHX Text 41.2

AutoCAD SHX Text 41.0

AutoCAD SHX Text 41.3

AutoCAD SHX Text 40.7

AutoCAD SHX Text 40.7

AutoCAD SHX Text 41.5

AutoCAD SHX Text 37.7

AutoCAD SHX Text 37.7

AutoCAD SHX Text 39.9

AutoCAD SHX Text

BOROUGH OF MIDDLESEX MIDDLESEX COUNTY

AutoCAD SHX Text Curb

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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

L I C

I T

A T

I O

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N

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2 3 4 5 6 7 8 9 10

SHEET ID

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X

X X

A N

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GRADING PLAN

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10 20 40

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PLAN

MATCHLINE SEE C-114

C-117

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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

RELOCATION OF VERIZON FIBER

OPTIC LINE TO BE COORDINATED

WITH UTILITY OWNER AND COR

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)

US Army Corps of Engineers

New York District

S O

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2 3 4 5 6 7 8 9 10

SHEET ID

W D

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W X

X X

X X

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X X

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R O

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C-118

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M A

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MATCHLINE SEE C-122

10 20 40

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C-118

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D

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D A

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NOTE:

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

C-504

C-504

C-504

C-504

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AutoCAD SHX Text Conc.

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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

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)

EXTEND EXISTING PIPE APPROX. 9'

THROUGH NEW STABILITY BERM TO

FACILITATE FUTURE INSPECTIONS

US Army Corps of Engineers

New York District

S O

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C-121

GRADING PLAN

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H L

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S

MATCHLINE SEE C-125

10 20 40

NORTH

PLAN

C-121

G R

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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

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EL.42.0

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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

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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

RELOCATION OF VERIZON FIBER

OPTIC LINE TO BE COORDINATED

WITH UTILITY OWNER AND COR

RELOCATION OF VERIZON FIBER

OPTIC LINE TO BE COORDINATED

WITH UTILITY OWNER AND COR

RIPRAP - D100=9"

US Army Corps of Engineers

New York District

S O

L I C

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N

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B

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2 3 4 5 6 7 8 9 10

SHEET ID

W D

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X X

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A N

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G R

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B

R O

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MATCHLINE SEE C-119

C-123

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E V

A T

I O

N

F

OFFSET (FT)

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 2000102030405060708090100110120130140150160170180190200

12'

4'

EMBANKMENT FILL

0.5

0.5

IMPERVIOUS

FILL

4'

EXISTING

GROUND

SWALE

TOE DRAIN

SEE DETAIL 1/C-501

ROAD, TOP OF LEVEE, SEE DETAIL 5/C-501

INSPECTION

TRENCH

12'

0 10 20 30 40 50 60 70 80 90 100102030405060708090100

2'

EL. +45.0

EL. +53.0

EL. +37.5

10' 10'

EL. VARIES

SEE DETAIL 3/C-301

X X X X X

COARSE DRAINAGE

GRAVEL

GEOTEXTILE

SEPARATING

ACCESS ROAD

AND TOPSOIL IN

AREA OF POND

FILTER SAND

(12 INCHES)

FINE DRAINAGE

GRAVEL (12 INCHES)

5' MIN

0 10 20 30 40 50 60 70 80 90 100102030405060708090100

EL. +48.0

EL. VARIES

5'

80 80

STABILITY BERM

MATERIAL TO CONSIST

OF RIPRAP, D50=18"

EL. VARIES

EXISTING GROUND

US Army Corps of Engineers

New York District

S O

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H

S

T R

I C

T

P

E N

N

S

Q U

A R

E

E

A S

T

P H

I L A

D E

L P

H I A

P

E N

N S

Y L V

A N

M

Y

C

O R

E

N G

I N

E E

R S

C-301

LEVEE TYPICAL SECTION

10 20 40

C-301

NEW CHANNEL/FLOODWALL TYPICAL SECTION

10 20 40

C-301

DETAIL

10 20 40

C-301

RAILROAD BERM TYPICAL SECTION

10 20 40

C-301

T Y

P I C

C

T I O

N S

D T

B

P G

S

D

T B

D A

N

A M

O

P T

I O

B E

L E

D

S

E C

T I O

D

A T

A

U G

OPTION 1

OPTION 2

OPTION 2

OPTION 2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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E V

A T

I O

N

F

STA 0+50

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

STA 1+00

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

STA 1+50

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

STA 2+00

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

STA 2+50

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

STA 3+00

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

STA 3+50

0 20 40 60 80 100020406080100

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED

GRADE

EXISTING GRADE

SWALE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

RETAINING WALL

GENERATOR

BUILDING

RETAINING

WALL

ACCESS

ROAD

SWALE

RETAINING WALL

SWALE

ACCESS ROAD

SWALE

ACCESS ROAD

PROPOSED GRADE

SWALE

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

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

X

A

E

O

W

N S

H I P

N

J

S E

G M

E N

T

C

N E

W

Y

O R

K

D

I S

T R

I C

T

F

E D

E R

A L

P

L A

Z A

N E

W

Y

O R

K

N

R

K

M

Y

C

O R

E

N G

I N

E E

R S

P H

I L A

D E

L P

H

S

T R

I C

T

P

E N

N

S

Q U

A R

E

E

A S

T

P H

I L A

D E

L P

H I A

P

E N

N S

Y L V

A N

M

Y

C

O R

E

N G

I N

E E

R S

C-302

SECTIONS - LEVEE

5 10 20

20 40 800

V

H

C-302

S E

C T

I O

E V

E E

D T

B

P G

S

D

T B

D A

N

NOTE:

1. FOR LEVEE FILL MATERIAL REQUIREMENTS, SEE

SPECIFICATION SECTIONS "EARTHWORK" AND "LEVEE

CONSTRUCTION.

A M

O

P T

I O

A

U G

OPTION 2

AutoCAD SHX Text

E V

A T

I O

N

F

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

STA 2+50

0 20 40 60 80 100020406080100

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

SWALE

RETAINING

WALL

SWALE

RETAINING

WALL

SWALE

PROPOSED GRADE

EXISTING GRADE

SWALE

RETAINING WALL

GENERATOR BUILDING

RETAINING WALL

PUMP CHAMBER

RETAINING WALL

CONCRETE FUEL PAD

WINGWALL

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

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

X

A

E

O

W

N S

H I P

N

J

S E

G M

E N

T

C

N E

W

Y

O R

K

D

I S

T R

I C

T

F

E D

E R

A L

P

L A

Z A

N E

W

Y

O R

K

N

R

K

M

Y

C

O R

E

N G

I N

E E

R S

P H

I L A

D E

L P

H

S

T R

I C

T

P

E N

N

S

Q U

A R

E

E

A S

T

P H

I L A

D E

L P

H I A

P

E N

N S

Y L V

A N

M

Y

C

O R

E

N G

I N

E E

R S

C-302

SECTIONS - ACCESS ROAD

5 10 20

20 40 800

V

H

C-303

S E

C T

I O

C C

E S

S

R

O A

D

D T

B

P G

S

D

T B

D A

N

A M

O

P T

I O

A

U G

OPTION 2

AutoCAD SHX Text

E V

A T

I O

N

F

STA 0+00

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

0 20 40 60 80 100020406080100

E L

E V

A T

I O

N

F

STA 2+43

0 20 40 60 80 100020406080100

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

FLOODWALL

CHANNEL

EXISTING GRADE

FLOODWALL

CHANNEL

PROPOSED GRADE

EXISTING GRADE

FLOODWALL

CHANNEL

PROPOSED GRADE

EXISTING GRADE

FLOODWALL

CHANNEL

EXISTING GRADE

FLOODWALL

PROPOSED

GRADE

OUTLET

PROTECTION

WINGWALL

CHANNEL

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

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

X

A

E

O

W

N S

H I P

N

J

S E

G M

E N

T

C

N E

W

Y

O R

K

D

I S

T R

I C

T

F

E D

E R

A L

P

L A

Z A

N E

W

Y

O R

K

N

R

K

M

Y

C

O R

E

N G

I N

E E

R S

P H

I L A

D E

L P

H

S

T R

I C

T

P

E N

N

S

Q U

A R

E

E

A S

T

P H

I L A

D E

L P

H I A

P

E N

N S

Y L V

A N

M

Y

C

O R

E

N G

I N

E E

R S

C-202

SECTIONS - NEW CHANNEL

5 10 20

20 40 800

V

H

C-304

S E

C T

I O

N S

N

A

N N

E L

D T

B

P G

S

D

T B

D A

N

A M

O

P T

I O

N

A

N N

E L

U

P D

A

A

U G

OPTION 1

AutoCAD SHX Text

AutoCAD SHX Text

E V

A T

I O

N

F

T

STATION

0+00

0+50

1+00

1+50

1+80

12' WIDE BERM

EXISTING GRADE

PROPOSED GRADE

SWALE

ELEV. 53

ELEV. 53.5

RETAINING

WALL

FUEL PAD

AND TANK

GENERATOR BUILDING

PUMP CHAMBER

GRAVITY INLET

ELEV. 37.5

'25.0 '24.9 '4.9

LEVEE

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

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

X

A

E

O

W

N S

H I P

N

J

S E

G M

E N

T

C

N E

W

Y

O R

K

D

I S

T R

I C

T

F

E D

E R

A L

P

L A

Z A

N E

W

Y

O R

K

N

R

K

M

Y

C

O R

E

N G

I N

E E

R S

P H

I L A

D E

L P

H

S

T R

I C

T

P

E N

N

S

Q U

A R

E

E

A S

T

P H

I L A

D E

L P

H I A

P

E N

N S

Y L V

A N

M

Y

C

O R

E

N G

I N

E E

R S

C-401

SITE STRUCTURES CROSS SECTION

4 8

10 20 400

V

H

C-305

C R

O S

S

S

E C

T I O

T R

U C

T U

R E

S

D T

B

P G

S

D

T B

D A

N

NOTE:

1. DETAILS ON THIS CROSS SECTION ARE FOR INFORMATIONAL PURPOSES ONLY.

FOR FEATURE SPECIFIC DETAILS SEE STRUCTURAL, ARCHITECTURAL AND CIVIL

SECTIONS/DETALS.

A M

O

P T

I O

N S

A

U G

OPTIONS 1 & 2

AutoCAD SHX Text

E

V A

T I O

N

F

T

STATION

0+00

0+50

1+00

1+50

2+00

2+50

2+73

HIGH PT STA: 1+81.78

HIGH PT ELEV: 53.00

PVI STA:1+71.60

PVI ELEV:53.00

K:3.00

LVC:20.36

B V

C S

B V

C E

E V

C S

E V

C E

LOW PT STA: 0+24.09

LOW PT ELEV: 44.00

PVI STA:0+38.81

PVI ELEV:43.99

K:4.38

LVC:30.02

B V

C S

B V

C E

E V

C S

E V

C E

G R

A D

E

B

R E

E L E

G R

A D

E

B

R E

E L E

E L E

V A

T I O

N

F

T

STATION

G R

A D

E

B

R E

E L E

G R

A D

E

B

R E

E L E

0+00

0+32

PROP. PUMP STATION

OUTFALL RIP RAP

CONCRETE

HEADWALL

APRON.

EX. GRADE

E L

E V

A T

I O

N

F

T

STATION

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

GRADE BREAK STA = 9+14.00

ELEV = 38.00

G R

A D

E

B

R E

E L

STATION

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

G R

A D

E

B

R E

E L

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

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

X

A

E

O

W

N S

H I P

N

J

S E

G M

E N

T

C

N E

W

Y

O R

K

D

I S

T R

I C

T

F

E D

E R

A L

P

L A

Z A

N E

W

Y

O R

K

N

R

K

M

Y

C

O R

E

N G

I N

E E

R S

P H

I L A

D E

L P

H

S

T R

I C

T

P

E N

N

S

Q U

A R

E

E

A S

T

P H

I L A

D E

L P

H I A

P

E N

N S

Y L V

A N

M

Y

C

O R

E

N G

I N

E E

R S

C-306

PROFILE - LEVEE ACCESS ROAD

C-306

PROFILE - SWALE

5 10 20

20 40 800

V

H

5 10 20

20 40 800

V

H

C-306

P R

O F

I L

W A

V

C

E S

S

R

O A

D

D T

B

P G

S

D

T B

D A

N

C-306

PROFILE - SWALE

5 10 20

20 40 800

V

H

SEE PROFILE 2

S E

E

P

R O

F I L

E

C-306

PROFILE - P.S. OUTFALL

5 10 20

20 40 800

V

H

A M

O

P T

I O

A

U G

OPTION 2

AutoCAD SHX Text

'A'TOP OF 8" STEEL FOC PIPE

ELEV=43.6

'A'TOP OF 8" STEEL FOC PIPE

ELEV=43.3

TOP OF 8" STEEL FOC PIPE

ELEV=43.6

TOP OF 8" STEEL FOC PIPE

ELEV=43.3

TOP OF 8" STEEL FOC PIPE

ELEV=43.5

TOP OF 8" STEEL FOC PIPE

ELEV=39.5

TOP OF 8" STEEL FOC PIPE

ELEV=38.9

'A'TOP OF 8" STEEL FOC PIPE

'A'TOP OF 8" STEEL FOC PIPE

ELEV=39.2

TOP OF 8" STEEL

FOC PIPE

ELEV=38.7

'A'TOP OF 8" STEEL FOC PIPE

ELEV=43.6

'A'TOP OF 8" STEEL FOC PIPE

ELEV=43.3

TOP OF 8" STEEL FOC PIPE

ELEV=43.6

TOP OF 8" STEEL FOC PIPE

ELEV=43.3

TOP OF 8" STEEL FOC PIPE

ELEV=43.5

TOP OF 8" STEEL FOC PIPE

ELEV=39.5

TOP OF 8" STEEL FOC PIPE

ELEV=38.9

'A'TOP OF 8" STEEL FOC PIPE

'A'TOP OF 8" STEEL FOC PIPE

ELEV=39.2

C1A- -S1 140

C1A-W1 608

C1A- -S1 140

C1A-W1 608

I

N

V

C

I

W.S.E.=44.1'

W.S.E.=39.1'

C1A- -S2 102/C1A-W1 301

E

P

E

W.S.E.=39.1'

INV(4"CIP) 44.7'

INV(8"DIP) 44.0'

E

P

E

LPG LPG LPG LPG LPG LPG LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

LPG

W.S.E.=38.8'

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

L

C e e e e e

LIMITS OF CONTRACTORS

WORKING AREA (TYP.)

g g

9+00g

9+35g

STA 3+44.67

STA 2+16.32

PROFILE: NJTRR NEW CULVERT CHANNEL

27'

CONCRETE

APRON

PROPOSED

CULVERT - 83'

19'

CONCRETE

APRON

49'±

EXISTING GRADE

TURF REINFORCEMENT MAT (TRM) - 184'±

TRM

20'

RIP RAP

RIP RAP

ANCHOR

.0

.8

.0

.9

.8

.0

.0

.1

.9

.5

.5

.5

.0

.3

.3

.0

EXISTING WATER

ELEVATION

MEET EXISTING

STREAM BANK

EL. 37.0

BOTTOM OF

PROPOSED CHANNEL

(DOWNSTREAM)

MEET EXISTING

STREAM BANK

EL. 40.0

EXISTING WATER

ELEVATION

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

X 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

L J

M A

K

J L

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

X

A

E

O

W

N S

H I P

N

J

S E

G M

E N

T

C

N E

W

Y

O R

K

D

I S

T R

I C

T

F

E D

E R

A L

P

L A

Z A

N E

W

Y

O R

K

N

R

K

M

Y

C

O R

E

N G

I N

E E

R S

M K

E S

S L E

R

US Army Corps of Engineers

New York

District

G

I N

E E

R S

SU

N

R

E M

E N

S

M

E M

O R

I A

L

D

R I V

E

P O

M O

N A

N

R

K

T E

L

F

A X

N E

W

B

R I D

U L V

E R

T

B

Y

P

A S

S

C

H A

N N

E L

O

P T

I O

N

C H

A N

N E

L

G

R A

D I N

G

C-307

N J T

L

I E

F

C

U L

V E

R T

P L

O

F I L

E

C-307

PLAN - CHANNEL ALIGNMENT

15 30

C-307

PROFILE - CHANNEL

5 10

15 30 600

V

H LEONARD JACKSON DATE

NJ PROFESSIONAL ENGINEER LIC# GE21580

06/26/2019

S

T

A

J

R

S

E

Y

P

R

O

F

E

S

S

I

O

N

G

I

N

E

E

R

L

I

C

E

N

S

E

D

L

E

O

N

A

R

D

J

A

C

K

S

O

N

OPTION 1

AutoCAD SHX Text C1A-W1 609/C1A-S1 142

AutoCAD SHX Text C1A- -S1 141

AutoCAD SHX Text C1A- -S1 139

AutoCAD SHX Text C1A-W1 607

AutoCAD SHX Text C1A-W1 606

AutoCAD SHX Text C1A-W1 605

AutoCAD SHX Text C1A-W1 604

AutoCAD SHX Text C1A-W1 603

AutoCAD SHX Text C1A-W1 602

AutoCAD SHX Text C1A-W1 601

AutoCAD SHX Text C1A- -S2 212

AutoCAD SHX Text C1A- -S2 213/C1A-S1 135

AutoCAD SHX Text C1A- -S1 136

AutoCAD SHX Text C1A- -S1 137

AutoCAD SHX Text C1A- -S1 138

AutoCAD SHX Text C1A- -S1 201

AutoCAD SHX Text C1A- -S1 202

AutoCAD SHX Text C1A- -S1 204

AutoCAD SHX Text C1A- -S1 203

AutoCAD SHX Text C1A- -S1 205

AutoCAD SHX Text C1A- -S1 206

AutoCAD SHX Text C1A- -S1 207

AutoCAD SHX Text C1A- -S1 208

AutoCAD SHX Text C1A- -S1 209

AutoCAD SHX Text C1A- -S1 210

AutoCAD SHX Text C1A- -S1 211

AutoCAD SHX Text C1A- -S1 212

AutoCAD SHX Text C1A- -S1 213

AutoCAD SHX Text C1A- -S1 214

AutoCAD SHX Text C1A- -S1 215

AutoCAD SHX Text C1A- -S1 131

AutoCAD SHX Text C1A- -S1 132

AutoCAD SHX Text C1A- -S1 133

AutoCAD SHX Text C1A- -S1 134

AutoCAD SHX Text C1A-W1 303

AutoCAD SHX Text SegC1-17-01

AutoCAD SHX Text SegC1-17-02

AutoCAD SHX Text SegC1-17-03

AutoCAD SHX Text SegC1-17-18

AutoCAD SHX Text SegC1-17-19

AutoCAD SHX Text SegC1-17-20

AutoCAD SHX Text SegC1-17-21

AutoCAD SHX Text SegC1-17-22

AutoCAD SHX Text SegC1-17-24L

AutoCAD SHX Text SegC1-17-25L

AutoCAD SHX Text SegC1-17-27R

AutoCAD SHX Text SegC1-17-28R

AutoCAD SHX Text SegC1-17-29R

AutoCAD SHX Text SegC1-17-30

AutoCAD SHX Text SegC1-17-34L

AutoCAD SHX Text SegC1-17-35L

AutoCAD SHX Text SegC1-17-36R

AutoCAD SHX Text SegC1-17-37R

AutoCAD SHX Text C1A-W1 609/C1A-S1 142

AutoCAD SHX Text C1A- -S1 141

AutoCAD SHX Text C1A- -S1 139

AutoCAD SHX Text C1A-W1 607

AutoCAD SHX Text C1A-W1 606

AutoCAD SHX Text C1A-W1 605

AutoCAD SHX Text C1A-W1 604

AutoCAD SHX Text C1A-W1 603

AutoCAD SHX Text C1A-W1 602

AutoCAD SHX Text C1A-W1 601

AutoCAD SHX Text C1A- -S2 212

AutoCAD SHX Text C1A- -S2 213/C1A-S1 135

AutoCAD SHX Text C1A- -S1 136

AutoCAD SHX Text C1A- -S1 137

AutoCAD SHX Text C1A- -S1 138

AutoCAD SHX Text C1A- -S1 201

AutoCAD SHX Text C1A- -S1 202

AutoCAD SHX Text C1A- -S1 204

AutoCAD SHX Text C1A- -S1 203

AutoCAD SHX Text C1A- -S1 205

AutoCAD SHX Text C1A- -S1 206

AutoCAD SHX Text C1A- -S1 207

AutoCAD SHX Text C1A- -S1 208

AutoCAD SHX Text C1A- -S1 209

AutoCAD SHX Text C1A- -S1 210

AutoCAD SHX Text C1A- -S1 211

AutoCAD SHX Text C1A- -S1 212

AutoCAD SHX Text C1A- -S1 213

AutoCAD SHX Text C1A- -S1 214

AutoCAD SHX Text C1A- -S1 215

AutoCAD SHX Text C1A- -S1 131

AutoCAD SHX Text C1A- -S1 132

AutoCAD SHX Text C1A- -S1 133

AutoCAD SHX Text C1A- -S1 134

AutoCAD SHX Text C1A-W1 302

AutoCAD SHX Text C1A-W1 303

AutoCAD SHX Text SegC1-17-01

AutoCAD SHX Text SegC1-17-02

AutoCAD SHX Text SegC1-17-03

AutoCAD SHX Text SegC1-17-18

AutoCAD SHX Text SegC1-17-19

AutoCAD SHX Text SegC1-17-20

AutoCAD SHX Text SegC1-17-22

AutoCAD SHX Text SegC1-17-24L

AutoCAD SHX Text SegC1-17-25L

AutoCAD SHX Text SegC1-17-26L

AutoCAD SHX Text SegC1-17-27R

AutoCAD SHX Text SegC1-17-28R

AutoCAD SHX Text SegC1-17-29R

AutoCAD SHX Text SegC1-17-30

AutoCAD SHX Text SegC1-17-35L

AutoCAD SHX Text SegC1-17-36R

AutoCAD SHX Text SegC1-17-37R

AutoCAD SHX Text 51.7

AutoCAD SHX Text 52.3

AutoCAD SHX Text 52.1

AutoCAD SHX Text 48.7

AutoCAD SHX Text 47.5

AutoCAD SHX Text 47.6

AutoCAD SHX Text 40.4

AutoCAD SHX Text 40.7

AutoCAD SHX Text 41.6

AutoCAD SHX Text 57.5

AutoCAD SHX Text 50.4

AutoCAD SHX Text 41.8

AutoCAD SHX Text 49.1

AutoCAD SHX Text 41.9

AutoCAD SHX Text 50.1

AutoCAD SHX Text 50.1

AutoCAD SHX Text 42.9

AutoCAD SHX Text 36.8

AutoCAD SHX Text 40.8

AutoCAD SHX Text 44.8

AutoCAD SHX Text 42.8

AutoCAD SHX Text 40.6

AutoCAD SHX Text 48.5

AutoCAD SHX Text 47.5

AutoCAD SHX Text 58.4

AutoCAD SHX Text 50.3

AutoCAD SHX Text 41.5

AutoCAD SHX Text 41.2

AutoCAD SHX Text 41.7

AutoCAD SHX Text 42.7

AutoCAD SHX Text 42.8

AutoCAD SHX Text 40.4

AutoCAD SHX Text 38.8

AutoCAD SHX Text 40.7

AutoCAD SHX Text 43.5

AutoCAD SHX Text 61.1

AutoCAD SHX Text 59.3

AutoCAD SHX Text 58.2

AutoCAD SHX Text 40.5

AutoCAD SHX Text 37.7

AutoCAD SHX Text 40.3

AutoCAD SHX Text 41.6

AutoCAD SHX Text 41.1

AutoCAD SHX Text 40.1

AutoCAD SHX Text 40.5

AutoCAD SHX Text 59.7

AutoCAD SHX Text 58.1

AutoCAD SHX Text 58.5

AutoCAD SHX Text 58.2

AutoCAD SHX Text 58.1

AutoCAD SHX Text 47.6

AutoCAD SHX Text 39.9

AutoCAD SHX Text 45.4

AutoCAD SHX Text 41.5

AutoCAD SHX Text 41.7

AutoCAD SHX Text 43.3

AutoCAD SHX Text 58.8

AutoCAD SHX Text 57.9

AutoCAD SHX Text 58.1

AutoCAD SHX Text 59.2

AutoCAD SHX Text 59.3

AutoCAD SHX Text 41.7

AutoCAD SHX Text 42.9

AutoCAD SHX Text 44.2

AutoCAD SHX Text 39.9

AutoCAD SHX Text 46.4

AutoCAD SHX Text 45.6

AutoCAD SHX Text 46.2

AutoCAD SHX Text 47.6

AutoCAD SHX Text 46.2

AutoCAD SHX Text 45.7

AutoCAD SHX Text 46.5

AutoCAD SHX Text 49.2

AutoCAD SHX Text 39.7

AutoCAD SHX Text 42.5

AutoCAD SHX Text 39.9

AutoCAD SHX Text 39.2

AutoCAD SHX Text 44.1

AutoCAD SHX Text 38.9

AutoCAD SHX Text 39.4

AutoCAD SHX Text 38.3

AutoCAD SHX Text 37.7

AutoCAD SHX Text 41.2

AutoCAD SHX Text 44.4

AutoCAD SHX Text 42.3

AutoCAD SHX Text 48.7

AutoCAD SHX Text 48.2

AutoCAD SHX Text 48.7

AutoCAD SHX Text 45.7

AutoCAD SHX Text 38.6

AutoCAD SHX Text 58.1

AutoCAD SHX Text 59.4

AutoCAD SHX Text 51.0

AutoCAD SHX Text 39.0

AutoCAD SHX Text 58.0

AutoCAD SHX Text 44.0

AutoCAD SHX Text

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 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

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

AutoCAD SHX Text

AutoCAD SHX Text

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 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

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

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

NJ TRANSIT

AutoCAD SHX Text

NJ TRANSIT

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text (50)

AutoCAD SHX Text

BOUND BROOK

AutoCAD SHX Text (42.2)

AutoCAD SHX Text (51)

AutoCAD SHX Text

TEMPORARY STOCKPILE AREA

AutoCAD SHX Text (41)

AutoCAD SHX Text (41.5)

AutoCAD SHX Text (42.5)

AutoCAD SHX Text (41.8)

AutoCAD SHX Text (45)

AutoCAD SHX Text (41.5)

AutoCAD SHX Text (41.5)

AutoCAD SHX Text (41.5)

AutoCAD SHX Text (40)

AutoCAD SHX Text (40.4)

AutoCAD SHX Text (45)

AutoCAD SHX Text (50)

AutoCAD SHX Text (40)

AutoCAD SHX Text

DOWNSTREAM EDGE OF CHANNEL

AutoCAD SHX Text

UPSTREAM EDGE OF CHANNEL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text No. GE21580

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING GRADE

PROPOSED GRADE

PROFILE: ACCESS ROAD PROFILE

.0

.0

.1

.0

.6

.4

.0

.2

.2

.5

.8

.7

.6

.0

.8

.0

.0

.0

.7

.0

.2

.1

.2

.5

.7

.7

.3

.6

EXISTING GRADE

PROPOSED GRADE

PROFILE: ACCESS ROAD (CONT'D)

.3

.6

.9

.0

.9

.9

.4

.4

.4

.0

.9

.0

.6

.0

.0

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…