03 - W912DS26BA031 Cheesequake Jetty plans _7-8-2026.pdf

DRAWING INDEX

SHEET ID TITLE

COVER SHEET & DRAWING INDEX

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

FEDERAL NAVIGATION PROJECT

OLD BRIDGE TOWNSHIP, MIDDLESEX COUNTY

NEW JERSEY

W912DS26BA031

ZXXXXXXXXXX

MAY 2026

NEW YORK DISTRICT

of Engineers

US Army Corps

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G-001

®of Engineers

US Army Corps

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G-001

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C-501

P002042-1

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VH101

P000066-4

GENERAL PLAN

SITE PLAN

PLAN AND PROFILE

RADIAL ROOT CROSS SECTION 1R TO 9R

CROSS SECTION STA 0+00 TO STA 2+50

CROSS SECTION STA 3+00 TO STA 6+00

CROSS SECTION STA 6+50 TO STA 8+10

RADIAL HEAD CROSS SECTION 1H TO 9H

MARINE MATTRESS

ATON 5' X 5' TOWER FOUNDATION PLANS

ATON 5' X 5' TOWER FOUNDATION PLANS

ATON 5' X 5' TOWER FOUNDATION PLANS

TYPICAL 5' X 5' ATON DETAILS

TYPICAL 5' X 5' ATON DETAILS

TYPICAL 5' X 5' ATON DETAILS

TYPICAL 5' X 5' ATON DETAILS

PLANS AND SPECS SURVEY C

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REFERENCE DRAWINGS

C-502 TURBIDITY CURTAIN

EAST JETTY REHABILITATION

CHEESEQUAKE CREEK

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A L

ACREAGESTAGING AREA

STAGING AREA #1

VEHICLE PARKING

STAGING AREA #2

DUNE STAGING AREA

0.49 ACRE

0.93 ACREBEACH ACCESS ROUTE

0.64 ACRE

0.41 ACRE

NJDOT PROPERTY

0.47 ACRE

S

P C

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E

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594000 N

593000 N 593000 N

594000 N

NJDOT HOP AND/OR ACCESS PERMIT

NOTE: CONTRACTOR RESPONSILBE FOR

GAS MAIN

GA

S M

AIN

GA

S M

AINU

S

G

G

C

150' 300'0

WHENEVER POSSIBLE.

33. BEACH ACCESS ROUTE SHALL BE ABOVE THE MEAN HIGH WATER LINE

STAGING AREAS FROM UNAUTHORIZED PERSONNEL ACCESS.

32. CONTRACTOR SHALL SECURE ALL WORK AREAS, STONE STOCKPILES AND

AREA FOR EMERGENCY VEHICLES IN THE CONSTRUCTION AREA AT ALL TIMES.

31. CONTRACTOR MUST ACCOMMODATE AND PROVIDE ACCESS THROUGH THE WORK

AFTER USE.

30. ROCK STOCKPILE LOCATION SHALL BE CLEARED COMPLETELY OF DEBRIS

29. DO NOT DISTURB EXISTING MANHOLES AND SANITARY SEWER FORCE MAIN.

DIRECTED AND APPROVED BY THE OBMUA AND COORDINATED WITH THE COR.

28. UTILITY CROSSINGS OF THE SANITARY SEWER FORCE MAIN SHALL BE AS

BEFORE COMMENCING WORK.

VERIFY WITH OLD BRIDGE MUNICIPAL UTILITIES AUTHORITY (OBMUA)

ON PLANS IS THE GENERAL LOCATION AND CONTRACTOR SHALL FIELD

INCLUDING THE MANHOLE AND VENTING STRUCTURES. UTILITY LINE SHOWN

BUFFER LINE ON BOTH SIDES OF THE SANITARY SEWER FORCE MAIN

27. CONSTRUCTION FENCING IS REQUIRED TO BE INSTALLED ALONG THE 15'

CONSTRUCTION FOR ACCESS TO STAGING AREA .

26. CONTRACTOR MUST COORDINATE WITH TOWN OF OLD BRIDGE PRIOR TO

SPECIFICATIONS SECTION 31 34 10.

PLAN FOR APPROVAL. PLEASE SEE THE SUBMITTAL REQUIREMENTS IN

AS PRECONSTRUCTIONS SUBMITTAL. STAGING PLAN AND PLACEMENT LAYOUT

25. CONTRACTOR SHALL PROVIDE STONE FILLED MARINE MATTRESS WORK PLAN

ZONE FOR EMERGENCY VEHICLES IN THE CONSTRUCTION AREA AT ALL TIMES.

24. CONTRACTOR MUST ACCOMMODATE AND PROVIDE ACCESS THROUGH WORK

PRE-CONSTRUCTION CONDITIONS.

23. STAGING AREA AND ACCESS ROADS WILL BE RETURNED TO THEIR

CONTRACTOR'S EXPENSE.

THE SATISFACTION OF THE CONTRACTING OFFICER REPRESENTATIVE AT THE

DAMAGE RESULTING FROM THIS WORK SHALL BE RESTORED OR REPLACED TO

RAILINGS, WALKOVERS, FACILITIES, PARKING LOT PAVEMENT AND ROADWAY. ANY

SUCH AS, BUT NOT LIMITED TO, BULKHEADS, BAFFLE WALLS, BOARDWALK,

DISTURBING OR DAMAGING EXISTING ABOVE-GRADE OR SUBGRADE STRUCTURES

22. THE CONTRACTOR IS TO USE CARE DURING CONSTRUCTION TO AVOID

THE CONTRACTOR'S EXPENSE.

CAUSED BY THE CONTRACTOR'S CONSTRUCTION OR EQUIPMENT AT

AND/OR RESTORE ANY INTERRUPTION TO ANY UTILITY SERVICE THAT MAY BE

21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE

WORK LIMIT.

20. NO CONSTRUCTION EQUIPMENT OR ROCK TRANSFER BEYOND CONTRACT

CONTRACT PLANS.

19. DESIGNATED WORK AREAS FOR CONSTRUCTION OF JETTYS ARE SHOWN ON

TO MARINERS (LNM).

CONSTRUCTION FOR AID TO NAVIGATION (ATON) RELOCATION AND LOCAL NOTICE

18. CONTRACTOR MUST COORDINATE WITH USCG PRIOR TO THE START OF

REPRESENTATIVE (COR) AND NJDEP.

ARE TO BE COORDINATED WITH THE CONTRACTING OFFICER'S

WATER QUALITY CERTIFICATE. ACCESS CORRIDORS ALONG THE BEACH

THE WORK LIMITS WILL BE PERMITTED SUBJECT TO CONDITION IN THE

17. TRANSPORT OF EQUIPMENT AND MATERIALS ALONG THE BEACH WITHIN

DEPTH FOR THE PROPOSED JETTY.

EXTRACTED ENTIRELY OR CUT AT LEAST 2 FEET BELOW THE EXCAVATION

16. TIMBER DEBRIS REMOVAL WITHIN THE DESIGN JETTY FOOTPRINT SHALL BE

WITHIN THE PROJECT LIMITS. NO DEBRIS SHALL BE BURIED.

TIRES, TRASH, METAL, DESTROYED SAND FENCE)

BEACH THAT ARE NOT SEDIMENT INCLUDING, BUT NOT LIMITED TO, WOOD WIRES,

15. CONTRACTOR SHALL COLLECT AND REMOVE ALL DEBRIS (MATERIALS ON THE

OF ANY DISCREPANCIES.

BEFORE STARTING WORK AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER

14. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS

FOR ACTUAL SIZES, SHAPES AND GRADATIONS SEE SPECIFICATIONS.

13. STONES ON THESE DRAWINGS ARE SHOWN SYMBOLICALLY ONLY.

EXISTING SEAWALL TO REMAIN.

CAUTION TO NOT UNDERMINE/DAMAGE EXISTING SEAWALL.

12. CONSTRUCTION OF LANDWARD ROOT OF JETTY SHALL EXERCISE

BY CONTRACTOR.

11. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION

TO THE JETTY CENTER LINE.

10. JETTY DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR

FROM STATION "CHEESEQUAKE".

9. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATICS GPS

PURPOSES ONLY.

8. AERIAL IMAGERY PROVIDED BY "NJGIN 2022" AND IS FOR ORIENTATION

FOR VOLUME CALCULATION PURPOSES.

7. THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED

3 x 3 DATA SET.

6. CONTOURS ON THIS DRAWING SET WERE GENERATED USING THE

AS DETERMINED USING VDATUM VERSION. 4.3.

*MEAN HIGHER HIGH WATER IS 2.6 FEET ABOVE NAVD88.

*MEAN HIGH WATER IS 2.3 FEET ABOVE NAVD88.

*MEAN LOW WATER IS 2.8 FEET BELOW NAVD88.

*MEAN LOWER LOW WATER IS 3.0 FEET BELOW NAVD88.

NORTH ATLANTIC VERTICAL DATUM 1988.

5. ELEVATIONS ON THIS MAP REFER TO THE PLANE OF

NAD 1983, NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

4. COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM

AND EM 1110-2-6056.

3. THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

STANDARDS.

2. THE ELEVATIONS ON THIS MAP MEET EM 1110-2-1003 ACCURACY

BE CONSIDERED AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY

1. THE INFORMATION DEPICTED ON THIS DRAWING SET REPRESENTS THE

PROJECT SPECIFIC NOTES:

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SHEET ID

W

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CHEESEQUAKE

(PID: KV0770)

X 36

20" SANITARY SEW

ER FORCE MAIN

CHEESEQUAKE

(NAVD 1988)8.26' ELEVATION:

BENCHMARK:

NSRS BENCHMARK

(PID:KV0770)X 36

(NAVD 1988)10.11'ELEVATION:

BENCHMARK:

LOCAL CONTROL DATA

559585.235

593498.820NORTHING:

EASTING: SCALED

SCALEDNORTHING:

EASTING:

PROJECT LEGEND:

JETTY WORK LIMIT

SEWER LINE

AREA

STAGING

SURVEY CONTROL POINT

GREEN DAYMARKER #1

EAST JETTY ATON

BEACH ACCESS ROUTE

NJ RO

UTE 35

IF NEEDED

NJDOT HOP AND/OR ACCESS PERM

IT

NOTE: CONTRACTOR RESPONSILBE FOR

NJDOT PROPERTY

M

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GUY WIRE

SEWER MANHOLE

GAS MAIN

BELL ATLANTIC MANHOLE

UTILITY POLE

MHHW

MHW

MLW

MLLW

SS

20" SANITARY SEWER FORCE MAIN

W

ORK LIMIT

JETTY CENTERLINE

JETTY CENTERLINE ALIGNMENT DATA

STA.-0+50

STA.0+00

STA.1+00

STA.2+00

STA.3+00

STA.4+00

STA.5+00

STA.6+00

STA.7+00

STA.8+00

STA.9+00

SAME BUFFER AS C-101

SAME BUFFER AS C-101

B H -1

B H -2

B H -3

B H -4

B H -5 B

H -6

B H -7

SCALE: 1" H=150'

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(S

PCS)

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GUY WIRE

GUY WIR

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UTILITY POLE

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GUY WIRE

BELL ATLANTIC MANHOLE

GAS MAIN

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MLLW

-2.80

MLW

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MLLW

-2.80

MLW

MHW

+2.30

+2.60

MHHW

-10

-10

-10

-10-10 -10

-10

-10

-10

-10

-10

-10

-10

-1

-10

-5 -5

-5 -5

-5

-5 -5

-5

0 0

0 0

-5

-10

-10

-15

-15

-5 -5

-1

-1

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A .9

CLJETTY

30' BUFFER 30

SEAWALL

EXISTING

SEAWALL

TIE INTO EXISTING

PROPOSED JETTY

ELEV: -1.5'

TOP OF TOE STONES

TRANSITION ZONE

JETTY DEPTH

3% SLOPE

ELEV: -5'

TOP OF MARINE MATTRESSES

ELEV: 10'

ARMOR STONES

TOP OF

ARMOR STONE SLOPE 1V:1.5H

ELEV: -4.5'

TOP OF TOE STONES

ELEV: -8'

TOP OF MARINE MATTRESS

SEE NOTES FOR DETAILS

REINSTALLED

RELOCATED AND

EAST JETTY TOWER ATON TO BE

GREEN DAYMARKER #1

CHEESEQUAKE CREEK CHANNEL LIMIT

WEST JETTY ATON

RED DAYMARKER #2

ELEV: 10'

ARMOR STONES

TOP OF

DEBRIS

BROKEN SEAWALL

REMOVE EXISTING

TIMBER DEBRIS

REMOVE EXISTING

JETTY CENTERLINE

60' 120'0

ALONG THE EXSITING SEAWALL TO BE FIELD INPSECTED AND VERIFIED BY COR.

EXSITING SEAWALL AS MUCH AS POSSIBLE. ACCEPTANCE OF PLACED STONES

15. THE CONTRACTOR TO MINIMIZE VOIDS BETWEEN THE JETTY STONES AND

LOCATION OF THE BARRIER SHALL BE FIELD DETERMINED BY THE CONTRACTOR.

14. INSTALL FLOATING TURBIDITY BARRIER ABOVE MEAN HIGH WATER LEVEL

SEE NOTE 7 ON SHEET C-305

13. FROM STA 7+94 TO HEAD OF EXISTING JETTY REMOVE EXISTING STONE AS NECESSARY.

BROKEN SEAWALL DEBRIS REMOVAL FROM STA 0+02 TO STA 0+35.

12. TIMBER DEBRIS REMOVAL FROM STA 0+35 TO STA 2+10.

11. EXISTING BROKEN SEAWALL DEBRIS TO BE REMOVED.

PERPENDICULAR TO THE JETTY CREST.

CONSTRUCTION. RESTORED ATON FOUNDATION AND TOWER SHALL BE STRAIGHT AND

ACCOMMODATE PLACEMENT OF ATON FOUNDATION AND SKELETON TOWER AFTER

10. SURFACE OF REHABILITATED JETTY CREST SHALL BE FLAT TO ENSURE STABLE BASE TO

TO ESTIMATE OF REMOVAL COST.

9. THE BIDDER IS ENCOURAGED TO VISIT THE SITE AND TAKE MEASUREMENTS/PHOTOS PRIOR

ENTIRELY OR CUT AT LEAST 2 FT BELOW THE EXCAVATION DEPTH FOR THE PROPOSED JETTY.

8. TIMBER DEBRIS REMOVAL AS IDENTIFIED WITHIN DESIGN FOOTPRINT SHALL BE EXTRACTED

DISPOSAL TO THE COR FOR DOCUMENTATION.

PROPERLY DISPOSED AT AN APPROVED/LICENSED OFF SITE FACILITY. PROVIDE CERTIFICATE OF

7. DEBRIS WITHIN THE DESIGN FOOTPRINT OF THE JETTY SHALL BE REMOVED AS SPECIFIED AND

BROUGHT IN FROM OFFSITE AS PER THE CONTRACT SPECIFICATIONS.

SPECIFICATIONS. NO STOCKPILING IS PERMITTED ONSITE. CLEAN FILL MATERIAL SHALL BE

6. EXCAVATED MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE AS PER THE CONTRACT

5. FOR JETTY PLAN & PROFILES SEE SHEET C-201.

4. FOR JETTY LOCATION & CENTERLINE TABLE SEE SHEET G-101.

3. FOR CROSS SECTIONS SEE SHEET C-301 - C-305.

2. FOR GENERAL PLAN AND REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.

1. FOR INDEX TO DRAWINGS SEE SHEET G-001.

NOTES:

WILL BE REMOVED

EXISTING DEBRIS

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PROJECT LEGEND:

SEWER BUFFER

ATON

GUY WIRE

SEWER MANHOLE

GAS MAIN

BELL ATLANTIC MANHOLE

UTILITY POLE

JETTY CENTERLINE BOTTOM OF SLOPE

MLLW

MLW

MHW

MHHW

DEMOLITION AREA

LIMITS

CHEESEQUAKE CHANNEL

EXISTING GROUND

SEWER FORCE MAIN

MARINE MATTRESS

CREST WIDTH 11'

SEE NOTE 14

TURBITIY CURTAIN

SEE NOTE 14

TURBITIY CURTAIN

SCALE: 1" H=60'

U

C

STA -1+00 STA -0+50 STA 0+00 STA 0+50 STA 1+00 STA 1+50 STA 2+00 STA 2+50 STA 3+00 STA 3+50 STA 4+00 STA 4+50 STA 5+00 STA 5+50 STA 6+00 STA 6+50 STA 7+00 STA 7+50 STA 8+00 STA 8+50 STA 9+00 STA 9+50

-10' -10'

0' 0'

10' 10'

20' 20'

EAST JETTY DESIGN - PROFILE

MARINE MATTRESS

ARMOR STONE

EAST JETTY DESIGN - PLAN VIEW

MARINE MATTRESS

MARINE MATTRESS

VARIES

GRADE

EXISTING

MARINE MATTRESS

EXISTING TOP OF JETTY

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IE

S

J.

Y

A N

C

B U

C Z

K O

W S

K I

E

G R

E E

N B

L A

T T

C

B U

C Z

K O

W S

K I

C-201

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

P L

A N

A N

D P

R O

F

IL

E

TRANSITION ZONE

JETTY DEPTH

MLLW

MHHW

ARMOR STONES

MARINE MATTRESSTOE STONES

50' 100'0

EXCAVATION

SEAWALL

EXISTING

TOE STONE

ELEV: -5

MARINE MATRESS TOP

TOE STONE TOP ELEV: -1.5

MARINE MATRESS TOP ELEV FROM -5 TO -8

TOE STONE ELEV FROM -1.5 TO -4.5

JETTY DEPTH TRANSITION AREA

ELEV: -8

MARINE MATTRESS TOP

TOE STONE TOP ELEV: -4.5

ATON STRUCTURE

RELOCATE EXISTING

ARMOR STONE

INTO EXISTING SEAWALL

PROPOSED JETTY TIE

5''

7''

22.5''

500'' 100'' 210''

27''

7''

5''

' 5

TOE STONE WIDTH

CREST WIDTH

MARINE MATTRESS WIDTH

V

.5

H

V

:1 .5

H

V

:1 .5

H

V

:1 .5

H

STATIONING

F E

A

V D

TOE STONES

FILL WITH BEDDING

V

:1 .5

H

V

:1 .5

H

STA -0+50 STA 0+00 STA 1+00 STA 2+00 STA 3+00 STA 4+00 STA 5+00 STA 6+00 STA 7+00 STA 8+00 STA 9+00

CLJETTY

5.5' 5.5'

F E

A

V D

+10'

-6'

+3'

+1'

-9'

SCALE: 1" H=50'

10' 20'0

SCALE: 1" V=10'

50' 100'0

SCALE: 1" H=50'

10' 20'0

SCALE: 1" V=10'

TRANSITION ZONE

JETTY DEPTH

+1'

+3'

+10'

-4.5'

-1.5'

SECTION 9R

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

SECTION 3R

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

SECTION 4R

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

SECTION 5R

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

SECTION 6R

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

SECTION 7R

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

SECTION 8R

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

SECTION 1R

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

SECTION 2R

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

CHANNEL LIMIT

CHEESEQUAKE CRK

S E

C T

IO

N

R

SECTION 5R

S E

C T

IO

N

R

S E

C T

IO

N

R

SECTION 4R

S E C T

IO

N

R

SECTIO

N 6

R

S E C T

IO

N

R

S E

C T

IO

N

R

S T

A

TOE

2- STONE

5.5'

EXCAVATION

CL

EXISTING SEAWALL

EXCAVATION

VARIES

GRADE

EXISTING

TO EXISTING SEAWALL

TIE ARMOR STONES

1.5

CL

2 STONES

TOE APRON MIN

VARIES

GRADE

EXISTING

1.5

EL. +10'

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

SEE SHEET C-501

EXTENSION MIN 5' (TYP.)

12" MARINE MATTRESS

FILL WITH BEDDING

5.5

EL. +3'

EL. -6'

EL. -6'

CL CL

CL CL

CL

CL CL

EXCAVATION

EXCAVATION

EXCAVATION

EXCAVATION

EXCAVATION

EXCAVATION

EXCAVATION

VARIES

GRADE

EXISTING

VARIES

GRADE

EXISTING

VARIES

GRADE

EXISTING

VARIES

GRADE

EXISTING

VARIES

GRADE

EXISTING

VARIES

GRADE

EXISTING

VARIES

GRADE

EXISTING

EL. +10' EL. +10'

EL. +10'

EL. -6'

EL. -6'

1.5

1.5

1.5

1.5

1.5

1.5

1.5

O P

E R

A T

IO

N

S D

IV

IS

IO

N

T E

C H

N

IC

A L

S U

P P

O R

T S

E C

T

IO

N

C E

N A

N -O

P

P A

R T

M E

N T

O F

T H

E A

R M

Y

N E

W Y

O R

K D

IS

T

R

IC

T

N E

W Y

O R

K

N E

W Y

O R

K

M A

Y

S C

A L

E

A N

S I

D

W D

S B

A

E A

S T

J E

T T

Y R

E H

A B

IL

IT

A T

IO

N

C H

E E

S E

Q U

A K

E C

R E

E K

F E

D E

R A

L N

A V

IA

G

T

IO

N P

R O

J E

D

B R

ID

G

E T

O W

N S

H

IP

M

ID

D

L E

S E

X C

O U

N T

Y

N E

W J

E R

S E

Y

S U

B M

IS

S

IO

N

O N

E I

N C

H

F E

E T

J.

Y

A N

C

B U

C Z

K O

W S

K I

E

G R

E E

N B

L A

T T

C

B U

C Z

K O

W S

K I

C R

O S

S S

E C

T

IO

N

R T

O

R

R A

D

IA

L R

O

C-301

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

EL. -6' EL. -6'

EL. -6'

SEE SHEET C-501

EXTENSION MIN 5' (TYP.)

12" MARINE MATTRESS

SEE SHEET C-501

EXTENSION MIN 5' (TYP.)

12" MARINE MATTRESS

SEE SHEET C-501

EXTENSION MIN 5' (TYP.)

12" MARINE MATTRESS

SEE SHEET C-501

EXTENSION MIN 5' (TYP.)

12" MARINE MATTRESS

SEE SHEET C-501

EXTENSION MIN 5' (TYP.)

12" MARINE MATTRESS

SEE SHEET C-501

EXTENSION MIN 5' (TYP.)

12" MARINE MATTRESS

CL

TOE

2- STONE

MARINE MATTRESS

MARINE MATTRESS

MLLW

MHHW

MLLW

MHHW

MLLW

MHHW

MLLW

MHHW

MLLW

MHHW

MLLW

MHHW

MLLW

MHHW

MLLW

MHHW

EL. +3' EL. +3'

EL. +3'EL. +3'EL. +3'

EL. +3' EL. +3'

EXISTING SEAWALL

EXISTING SEAWALL

SEAWALL

EXISTING

SEE SHEET C-501

EXTENSION MIN 5' (TYP.)

12" MARINE MATTRESS

10' 20'0

SEE SHEET C-501

EXTENSION MIN 5' (TYP.)

12" MARINE MATTRESS

EL. -6'

EL. +3'

MLLW

MHHW

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

5.5

EL. +10'

5.5

EL. +10'

5.5

EL. +10'

5.5

EL. +10' (TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

TO EXISTING SEAWALL

TIE ARMOR STONES

TO EXISTING SEAWALL

TIE ARMOR STONES

TO EXISTING SEAWALL

TIE ARMOR STONES

S E

C T

IO

N

R

SECTION 5R

S E

C T

IO

N

R

S E

C T

IO

N

R

SECTION 4R

S E C T

IO

N

R

SECTIO

N 6

R

S E C T

IO

N

R

S E

C T

IO

N

R

TOE

2- STONE

5.5'

EXISTING SEAWALL

CL

JETTY CENTERLINE

MARINE MATTRESS

TOE

2- STONE

MARINE MATTRESS

S T

A

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

EL. +10'

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

BEDDING STONE LAYER PRIOR TO MATTRESS PLACEMENT.

MARINE MATTRESS PLACED ON EXISTING JETTY STONES MUST HAVE A8.

31 34 10 AND 35 31 29.40 FOR PLACEMENT CRITERIA.

AND ACHIVE THE DESIGN JETTY TEMPLATE. REFER TO SPECIFICATION

MATTRESSREMOVE EXISTING JETTY STONE TO THE EXTENT NECESSARY TO PLACE THE MARINE 7.

CHEESEQUAKE CREEK CHANNEL AUTHORIZED DEPTH IS AT 5’ BELOW MLLW.6.

IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

CONTRACTOR TO INSTALL GEOTEXTILE LAYER BENEATH ALL MARINE MATTRESS5.

SEE SPECIFICATIONS SECTION 35 31 29.40 FOR VERTICAL ARMOR STONE TOLERANCE.4.

SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

EXCAVATED AREAS ARE TO BE FILLED WITH TRUCKED IN CLEAN COMPATIBLE MATERIAL.3.

CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE CENTER LINE.2.

ELEVATIONS ON THIS MAP REFER TO THE PLANE OF NORTH ATLANTIC VERTICAL DATUM 1988 (NAVD88).1.

NOTES:

CHANNEL LIMIT

CHEESEQUAKE CRK

SCALE: 1" H=10'

SCALE: 1" V=10'

STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

STONE

EXISTING STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

STA 0+00

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

0 0

10 10

STA 0+03

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

0 0

10 10

STA 0+50

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

0 0

10 10

STA 1+00

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

0 0

10 10

STA 1+50

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

STA 2+00

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

STA 2+50

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

10' 20'0

O P

E R

A T

IO

N

S D

IV

IS

IO

N

T E

C H

N

IC

A L

S U

P P

O R

T S

E C

T

IO

N

C E

N A

N -O

P

P A

R T

M E

N T

O F

T H

E A

R M

Y

N E

W Y

O R

K D

IS

T

R

IC

T

N E

W Y

O R

K

N E

W Y

O R

K

M A

Y

S C

A L

E

A N

S I

D

W D

S B

A

E A

S T

J E

T T

Y R

E H

A B

IL

IT

A T

IO

N

C H

E E

S E

Q U

A K

E C

R E

E K

F E

D E

R A

L N

A V

IA

G

T

IO

N P

R O

J E

D

B R

ID

G

E T

O W

N S

H

IP

M

ID

D

L E

S E

X C

O U

N T

Y

N E

W J

E R

S E

Y

S U

B M

IS

S

IO

N

O N

E I

N C

H

F E

E T

J.

Y

A N

C

B U

C Z

K O

W S

K I

E

G R

E E

N B

L A

T T

C

B U

C Z

K O

W S

K I

S T

A

T

O S

T A

C R

O S

S S

E C

T

IO

C-302

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

BEDDING STONE LAYER PRIOR TO MATTRESS PLACEMENT.

MARINE MATTRESS PLACED ON EXISTING JETTY STONES MUST HAVE A8.

31 34 10 AND 35 31 29.40 FOR PLACEMENT CRITERIA.

AND ACHIVE THE DESIGN JETTY TEMPLATE. REFER TO SPECIFICATION

MATTRESSREMOVE EXISTING JETTY STONE TO THE EXTENT NECESSARY TO PLACE THE MARINE 7.

CHEESEQUAKE CREEK CHANNEL AUTHORIZED DEPTH IS AT 5’ BELOW MLLW. 6.

IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

CONTRACTOR TO INSTALL GEOTEXTILE LAYER BENEATH ALL MARINE MATTRESS5.

SEE SPECIFICATIONS SECTION 35 31 29.40 FOR VERTICAL ARMOR STONE TOLERANCE.4.

SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

EXCAVATED AREAS ARE TO BE FILLED WITH TRUCKED IN CLEAN COMPATIBLE MATERIAL.3.

CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE CENTER LINE.2.

ELEVATIONS ON THIS MAP REFER TO THE PLANE OF NORTH ATLANTIC VERTICAL DATUM 1988 (NAVD88).1.

NOTES:

EXCAVATION

CL

2 STONES

TOE APRON MIN

VARIES

GRADE

EXISTING

1.5

EL. +10'

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

11'

EL. +3'

MLLW

MHHW

EL. -6'

TO EXISTING SEAWALL

TIE ARMOR STONES

CHANNEL LIMIT

CHEESEQUAKE CRK

EXCAVATION

MLLW

MHHW

SEAWALL

EXISTING

11'

CL

EL. +10'

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

1.5

2 STONES

TOE APRON MIN

VARIES

GRADE

EXISTING

EL. +3'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EL. -6'

EL. -6'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

MHHW

2 STONES

TOE APRON MIN

1.5

EL. -6'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

MHHW

2 STONES

TOE APRON MIN

1.5

EL. -6'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

MHHW

2 STONES

TOE APRON MIN

1.5

EL. -6'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

MHHW 2 STONES

TOE APRON MIN

1.5

EL. -6'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

MHHW 2 STONES

TOE APRON MIN

1.5

MLLW

MLLW

MLLW

MLLW

MLLW

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

EXISTING STONE

STONE

EXISTING

8' OVERLAP

MARINE MATTRESS

5'

5'

SCALE: 1" H=10'

SCALE: 1" V=10'

EXISTING STONE

EXISTING STONE

EXISTING STONE

EXISTING STONE

STA 3+00

-10 -10

0 0

10 10

STA 3+50

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

STA 4+00

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

STA 4+50

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

START OF JETTY DEPTH TRANSITION ZONE - STA 5+00

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

JETTY DEPTH TRANSITION ZONE - STA 5+50

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

END OF JETTY DEPTH TRANSITION ZONE - STA 6+00

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

EXCAVATION

MLLW

MHHW

CHANNEL LIMIT

CHEESEQUAKE CRK

11'

CL

EL. +10'

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

1.5

2 STONES

TOE APRON MIN

VARIES

GRADE

EXISTING

EL. +3' SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EL. -6'

EL. -6'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

MHHW

2 STONES

TOE APRON MIN

1.5

EL. -6'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

MHHW 2 STONES

TOE APRON MIN

1.5

EL. -6'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

MHHW

2 STONES

TOE APRON MIN

1.5

MLLW

MLLW

MLLW

11'

CL

EL. +10'

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

EL. +3'

1.5

2 STONES

TOE APRON MIN SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

EL. -7.5'

VARIES

GRADE

EXISTING

MLLW

MHHW

11'

CL

EL. +10'

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

EL. +3'

1.5

2 STONES

TOE APRON MIN

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

EL. -6'

VARIES

GRADE

EXISTING

MLLW

MHHW

11'

CL

EL. +10'

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

EL. +3'

1.5

1 2 STONES

TOE APRON MIN

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

EL. -9'

VARIES

GRADE

EXISTING

MLLW

MHHW

10' 20'0

BEDDING STONE LAYER PRIOR TO MATTRESS PLACEMENT.

MARINE MATTRESS PLACED ON EXISTING JETTY STONES MUST HAVE A8.

31 34 10 AND 35 31 29.40 FOR PLACEMENT CRITERIA.

AND ACHIVE THE DESIGN JETTY TEMPLATE. REFER TO SPECIFICATION

MATTRESSREMOVE EXISTING JETTY STONE TO THE EXTENT NECESSARY TO PLACE THE MARINE 7.

CHEESEQUAKE CREEK CHANNEL AUTHORIZED DEPTH IS AT 5’ BELOW MLLW.6.

IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

CONTRACTOR TO INSTALL GEOTEXTILE LAYER BENEATH ALL MARINE MATTRESS5.

SEE SPECIFICATIONS SECTION 35 31 29.40 FOR VERTICAL ARMOR STONE TOLERANCE.4.

SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

EXCAVATED AREAS ARE TO BE FILLED WITH TRUCKED IN CLEAN COMPATIBLE MATERIAL.3.

CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE CENTER LINE.2.

ELEVATIONS ON THIS MAP REFER TO THE PLANE OF NORTH ATLANTIC VERTICAL DATUM 1988 (NAVD88).1.

NOTES:

O P

E R

A T

IO

N

S D

IV

IS

IO

N

T E

C H

N

IC

A L

S U

P P

O R

T S

E C

T

IO

N

C E

N A

N -O

P

P A

R T

M E

N T

O F

T H

E A

R M

Y

N E

W Y

O R

K D

IS

T

R

IC

T

N E

W Y

O R

K N

E W

Y O

R K

M A

Y

S C

A L E

A

N S

I D

W D

S B

A

E A

S T

J E

T T

Y R

E H

A B

IL

IT

A T

IO

N

C H

E E

S E

Q U

A K

E C

R E

E K

F E

D E

R A

L N

A V

IA

G

T

IO

N P

R O

J E

D

B R

ID

G

E T

O W

N S

H

IP

M

ID

D

L E

S E

X C

O U

N T

Y N

E W

J E

R S

E Y

S U

B M

IS

S

IO

N

O N

E I

N C

H

F E

E T

J.

Y

A N

C B

U C

Z K

O W

S K

I

E

G R

E E

N B

L A

T T

C B

U C

Z K

O W

S K

I

S T

A

T

O S

T A

C R

O S

S S

E C

T

IO

C-303

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

5'

EL. -7.5'

EL. -6'

EL. -9'

SCALE: 1" H=10'

SCALE: 1" V=10'

EXISTING STONE

EXISTING STONE

EXISTING STONE

EXISTING STONE

EXISTING STONE

6+50

-10 -10

0 0

10 10

7+00

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

7+50

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

8+00

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

8+10

-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

30 30

40 40

10' 20'0

O P

E R

A T

IO

N

S D

IV

IS

IO

N

T E

C H

N

IC

A L

S U

P P

O R

T S

E C

T

IO

N

C E

N A

N -O

P

P A

R T

M E

N T

O F

T H

E A

R M

Y

N E

W Y

O R

K D

IS

T

R

IC

T

N E

W Y

O R

K

N E

W Y

O R

K

M A

Y

S C

A L

E

A N

S I

D

W D

S B

A

E A

S T

J E

T T

Y R

E H

A B

IL

IT

A T

IO

N

C H

E E

S E

Q U

A K

E C

R E

E K

F E

D E

R A

L N

A V

IA

G

T

IO

N P

R O

J E

D

B R

ID

G

E T

O W

N S

H

IP

M

ID

D

L E

S E

X C

O U

N T

Y

N E

W J

E R

S E

Y

S U

B M

IS

S

IO

N

O N

E I

N C

H

F E

E T

J.

Y

A N

C

B U

C Z

K O

W S

K I

E

G R

E E

N B

L A

T T

C

B U

C Z

K O

W S

K I

S T

A

T

O S

T A

C R

O S

S S

E C

T

IO

C-304

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

1 EL. -9'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

MHHW

2 STONES

TOE APRON MIN

1.5

1 EL. -9'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

2 STONES

TOE APRON MIN

1.5

1 EL. -9'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

2 STONES

TOE APRON MIN

1.5

1 EL. -9'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

2 STONES

TOE APRON MIN

1.5

EL. -9'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

CL

11'

EL. +10'

EL. +3'

2 STONES

TOE APRON MIN

1.5

BEDDING

FILL WITH

CHANNEL LIMIT

CHEESEQUAKE CRK

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

CHANNEL LIMIT

CHEESEQUAKE CRK

SEE SHEET P000066 AND P0002042

REMOVED AND RESTORED

EXISTING ATON STRUCTURE

PERPENDICULAR TO THE JETTY CREST.

RESTORED ATON FOUNDATION AND TOWER SHALL BE STRAIGHT AND

SHOWN FOR REFERENCE ONLY.

9.

BEDDING STONE LAYER PRIOR TO MATTRESS PLACEMENT.

MARINE MATTRESS PLACED ON EXISTING JETTY STONES MUST HAVE A8.

31 34 10 AND 35 31 29.40 FOR PLACEMENT CRITERIA.

AND ACHIVE THE DESIGN JETTY TEMPLATE. REFER TO SPECIFICATION

MATTRESSREMOVE EXISTING JETTY STONE TO THE EXTENT NECESSARY TO PLACE THE MARINE 7.

CHEESEQUAKE CREEK CHANNEL AUTHORIZED DEPTH IS AT 5’ BELOW MLLW. 6.

IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

CONTRACTOR TO INSTALL GEOTEXTILE LAYER BENEATH ALL MARINE MATTRESS5.

SEE SPECIFICATIONS SECTION 35 31 29.40 FOR VERTICAL ARMOR STONE TOLERANCE.4.

SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

EXCAVATED AREAS ARE TO BE FILLED WITH TRUCKED IN CLEAN COMPATIBLE MATERIAL.3.

CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE CENTER LINE.2.

ELEVATIONS ON THIS MAP REFER TO THE PLANE OF NORTH ATLANTIC VERTICAL DATUM 1988 (NAVD88).1.

NOTES:

MLLW

SEE NOTE 7

STONE

REMOVE EXISTING

SEE NOTE 7

STONE

REMOVE EXISTING

MLLW

MHHW

MLLW

MHHW

MLLW

MHHW

MLLW

MHHW

SCALE: 1" H=10'

SCALE: 1" V=10'

SECTION 1H

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

SECTION 2H

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

SECTION 3H

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

SECTION 4H

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

SECTION 5H

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

SECTION 6H

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

SECTION 7H

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

30 30

SECTION 8H

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

30 30

40 40

SECTION 9H

0 10 20 30 40 50 60 70 80 90

-10 -10

0 0

10 10

20 20

30 30

40 40

10' 20'0

5.5'

S E

C T

IO

N

H

CL

MARINE MATTRESS

TOE

2- STONE

MARINE MATTRESS

TOE

2- STONE

JETTY CENTERLINE

S E

C T

IO

N

H

S E C T

IO

N

H

SECTIO

N 4

H

SECTION 5H

SECTION 6H

S E C T

IO

N

H

S E

C T

IO

N

H

S E

C T

IO

N

H

EXCAVATION

BEDDING

FILL WITH

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

2 STONES

TOE APRON MIN

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

1.5

MLLW

MHHW

CL

EL. +10'

5.5

EL. +3'

CHANNEL LIMIT

CHEESEQUAKE CRK

VARIES

GRADE

EXISTING

MLLW

MHHW

CL

EL. +10'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

CHANNEL LIMIT

CHEESEQUAKE CRK

1.5

MLLW

MHHW

CL

EL. +10'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

VARIES

GRADE

EXISTING

1.5

MLLW

MHHW

CL

EL. +10'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

1.5

MHHW

CL

EL. +10'

EXCAVATION

1.5

MLLW

CL

EL. +10'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

VARIES

GRADE

EXISTING

1.5

MLLW

MHHW

CL

EL. +10'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

1.5

MLLW

MHHW

CL

EL. +10'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

1.5

MLLW

MHHW

CL

EL. +10'

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

EXCAVATION

VARIES

GRADE

EXISTING

1.5

EL. -9'

EL. -9'

EL. -9'

EL. -9' EL. -9'

EL. -9'

EL. -9'

EL. -9'

O P

E R

A T

IO

N

S D

IV

IS

IO

N

T E

C H

N

IC

A L

S U

P P

O R

T S

E C

T

IO

N

C E

N A

N -O

P

P A

R T

M E

N T

O F

T H

E A

R M

Y

N E

W Y

O R

K D

IS

T

R

IC

T

N E

W Y

O R

K

N E

W Y

O R

K

M A

Y

S C

A L

E

A N

S I

D

W D

S B

A

E A

S T

J E

T T

Y R

E H

A B

IL

IT

A T

IO

N

C H

E E

S E

Q U

A K

E C

R E

E K

F E

D E

R A

L N

A V

IA

G

T

IO

N P

R O

J E

D

B R

ID

G

E T

O W

N S

H

IP

M

ID

D

L E

S E

X C

O U

N T

Y

N E

W J

E R

S E

Y

S U

B M

IS

S

IO

N

O N

E I

N C

H

F E

E T

J.

Y

A N

C

B U

C Z

K O

W S

K I

E

G R

E E

N B

L A

T T

C

B U

C Z

K O

W S

K I

C R

O S

S S

E C

T

IO

N

H T

O

H

R A

D

IA

L H

E A

C-305

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET IDPERPENDICULAR TO THE JETTY CREST.

RESTORED ATON FOUNDATION AND TOWER SHALL BE STRAIGHT AND

SHOWN FOR REFERENCE ONLY.

9.

BEDDING STONE LAYER PRIOR TO MATTRESS PLACEMENT.

MARINE MATTRESS PLACED ON EXISTING JETTY STONES MUST HAVE A8.

31 34 10 AND 35 31 29.40 FOR PLACEMENT CRITERIA.

AND ACHIVE THE DESIGN JETTY TEMPLATE. REFER TO SPECIFICATION

MATTRESSREMOVE EXISTING JETTY STONE TO THE EXTENT NECESSARY TO PLACE THE MARINE 7.

CHEESEQUAKE CREEK CHANNEL AUTHORIZED DEPTH IS AT 5’ BELOW MLLW. 6.

IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

CONTRACTOR TO INSTALL GEOTEXTILE LAYER BENEATH ALL MARINE MATTRESS5.

SEE SPECIFICATIONS SECTION 35 31 29.40 FOR VERTICAL ARMOR STONE TOLERANCE.4.

SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

EXCAVATED AREAS ARE TO BE FILLED WITH TRUCKED IN CLEAN COMPATIBLE MATERIAL.3.

CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE CENTER LINE.2.

ELEVATIONS ON THIS MAP REFER TO THE PLANE OF NORTH ATLANTIC VERTICAL DATUM 1988 (NAVD88).1.

NOTES:

BEDDING

FILL WITH

SEE SHEET C-501

MATTRESS (TYP.)

12" MARINE

2 STONES

TOE APRON MIN

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

1.5

MLLW

MHHW

CL

EL. +10'

5.5

EL. +3'

VARIES

GRADE

EXISTING

EL. -9'

STONE (SEE NOTE 7)

REMOVE EXSISTING

STONE (SEE NOTE 7)

REMOVE EXSISTING

STONE (SEE NOTE 7)

REMOVE EXSISTING

STONE (SEE NOTE 7)

REMOVE EXSISTING

STONE (SEE NOTE 7)

REMOVE EXSISTING

STONE (SEE NOTE 7)

REMOVE EXSISTING

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

BEDDING

FILL WITH

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

2 STONES

TOE APRON MIN

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

(TYP.)

MIN. 7' THICKNESS

ARMOR STONES

MIN. 2 LAYER

SCALE: 1" H=10'

SCALE: 1" V=10'

STONE

EXISTING

STONE

EXISTING STONE

EXISTING

STONE

EXISTING

STONE

EXISTING STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

STONE

EXISTING

BRAID

GEOGRID

(SEE NOTE 4)

5' NOMINAL

MARINE MATTRESS END VIEW

EACH CORNER.

FOR GEOGRID & VERTICAL SEAM AT

HIFG UV HDPE BRAID ON EACH EDGE

BRAIDED SEAM USING 3/16" DIA.

SIDE

BOTTOM

TOP

(SEE NOTES 2 & 3)

DIAPHRAGM

HDPE BODY IN ROD (SEE NOTE 2)

BODK IN CONNECTION USING 3/8" DIA.

GEOGRID EXTENSION

(TYP)

LIFTING TAB

END

(SEE NOTE 4)

EACH EDGE FOR GEOGRID

UV BRAID (TYP)

3/16" DIA. HIGH

(SEE NOTE 8)

BOTTOM OF MATTRESS

(FOLD UP)

12" SIDE

(FOLD UP)

12" SIDE

TOP OF MATTRESS

(TYP)

LIFTING TAB

(SEE NOTE 4

)VARIES

20' - 60'

NTS

SHALL NOT BE OVER-TIGHTENED SUCH THAT THE GEOGRID BINDS ALONG THE SEAM.

THE WRAPS ALONG THE SEAM SHALL BE SUFFICIENTLY TIGHT TO CLOSE THE GAP BETWEEN THE ADJACENT PIECES OF GEOGRID, BUT 6.

ALL KNOTS SHALL BE TIED IN A MANNER TO PREVENT SLIPPING AND CINCHING.5.

OF STITCHES PER FOOT ALONG THE SEAM SHALL BE SIX (6). THE SPACING OF STITCHES ALONG EACH SEAM SHALL BE REASONABLY UNIFORM.

THE BRAID SHALL BE STITCHED THROUGH EACH PAIR OF APERTURES ALONG THE SEAM AT LEAST ONCE, AND THE MINIMUM NUMBER 4.

THE BRAID SHALL BE SECURELY KNOTTED TO THE GEOGRID AT A SPACING NOT TO EXCEED 6 FT ALONG ANY SEAM.

OR TO SECURE IT TO THE GEOGRID. EACH BRAIDED SEAM SHALL BE CONTINUOUS, WITH SECURELY KNOTTED SPLICES ALLOWED.

AT ALL ENDS OF ALL PIECES OF BRAID MATERIAL USED, THE BRAID SHALL BE KNOTTED TO SPLICE IT TO THE NEXT PIECE OF BRAID, 3.

AT ALL ENDS OF ALL BRAIDED SEAMS THE BRAID SHALL BE SECURELY KNOTTED TO THE GEOGRID.2.

ALL CUT ENDS OF BRAID MATERIAL SHALL BE KNOTTED WITHIN 1/2" TO 2" OF THE END TO PREVENT RAVELING OF BRAID.1.

NOTES:

VERTICAL AND LATERAL TOLERANCES SHALL NOT DEVIATE FROM +/- 6 INCHES.10.

31 05 19.13. REFER TO THE MARINE MATTRESS SECTION 31 34 10 FOR MORE DETAILS.

THE UNDERSIDE OF SF MARINE MATTRESSES AND THE MATTRESS'S EXTENSIONS SHALL BE LINED WITH GEOTEXTILE AS SPECIFIED IN SECTION 9.

BODKIN RODS NOT SHOWN FOR CLARITY.8.

ORIENT MARINE MATTRESSES SO THE LONG DIMENSION IS PERPENDICULAR TO THE JETTY.7.

ENDS, TOP, BOTTOM, SIDES AND ANY EXTRA LENGTH USED FOR LIFTING OR ANCHORING PURPOSES SHALL BE COMPOSED OF GEOGRID.6.

OF MARINE MATTRESSES. CONTRACTOR SHALL FOLLOW MANUFACTURER'S REQUIREMENTS FOR CONNECTING MATS TOGETHER.

NUMBER OF LIFTING POINTS, AND STRENGTH OF GEOGRID). CONTRACTOR MAY TIE INDIVIDUAL MATTRESSES TOGETHER TO PLACE A GROUP

MATTRESS WIDTHS MAY VARY DEPENDING ON THE MANUFACTURER'S SPECIFICATIONS AND/OR REQUIREMENTS. (i.e. SPREADER BAR DESIGN, 5.

EDGES SHALL BE TIED USING BRAID AND A LOCK STITCH FOR GEOGRID; SEE DETAIL NO. 3.4.

INTERNAL DIAPHRAGMS SHALL BE COMPOSED OF GEOGRID.3.

DIAPHRAGMS MAY BE CONNECTED USING 3/8" DIA. HDPE BODKIN ROD FOR GEOGRID.2.

STONE NOT SHOWN FOR CLARITY.1.

NOTES:

C-501

MARINE MATTRESS

N.T.S.

C-501

STITCHED SEAM DETAIL

N.T.S.

C-501

FABRIC ATTACHMENT DETAIL

N.T.S.

5' 2'

GEOGRID EXTENSION

MARINE MATTRESS GEOGRID EXTENSION

MARINE MATTRESS)

BOTTOM PERIMETER OF THE

12" ON CENTER (NOMINAL) (AROUND

METAL FASTENERS

GEOTEXTILE FABRIC

MARINE MATTRESS

GEOGRID EXTENSION

THE MARINE MATTRESS)

(INTERIOR TO THE PERIMETER OF

24" ON CENTER (NOMINAL)

METAL FASTENERS

BETWEEN THE ADJOINED PIECES.

ANY SEAMS IN THE FABRIC SHALL BE OVERLAPPED BY 9" MINIMUM AND THERMALLY WELDED TO FORM A SECURE BOND4.

GEOTEXTILE FABRIC SHALL COVER THE BOTTOM OF THE MATTRESS AND THE 2' GEOGRID EXTENSION.3.

24" CENTERS ACROSS THE BOTTOM WIDTH OF THE MATTRESS.

GEOTEXTILE FABRIC SHALL BE SECURELY ATTACHED TO THE BOTTOM OF EACH MATTRESS USING METAL FASTENERS ON2.

12" CENTERS AROUND THE PERIMETER OF THE MATTRESS.

GEOTEXTILE FABRIC SHALL BE SECURELY ATTACHED TO THE BOTTOM OF EACH MATTRESS USING METAL FASTENERS ON1.

NOTES:

DIAPHRAGM

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

SECOND FLOAT BETWEEN END FLOATS.

BE ATTACHED TO END FLOATS AND EVERY

ROPES AND WEIGHTS ARE TO

SERVING AS A PICK-UP LINE FOR WEIGHTS.

REMOVAL OR RELOCATION OF BARRIER BY

FORMS REINFORCEMENT; AIDS IN

¼" NYLON OR MANILA ROPE

NOTE:

GROMMET

BRASS

INTO THE BOTTOM IN LIEU OF FLOATS AND WEIGHTS

SUITABLE ALTERNATE MAY BE FASTENED TO STAKES DRIVEN

NOTE:

B

B

BY THE R.E..

CONDITION AS APPROVED

BARRIER TO FIT EXISTING

TYPE 1, 2, OR 3 TURBIDITY

NOTE:

A

A

100' SECTION

SCALE: N.T.S.

FLOATING TURBIDITY BARRIOR

A6

FLOATS

FLOATS

WATER SURFACE

TO CONNECT SECTION

GROMMETS AT 2' C.C.

BOTTOM

OR WEIGHT

LOAD CHAIN

FRONT VIEW

EACH SPECIFIC LOCATION

VARIES AS REQUIRED FOR

FLOATS

COTTER PIN THRU ROD

PLASTIC SHEET OR ALTERNATE

BRASS GROMMET

HOOK (CLOSE TO PREVENT LOSS)

WEIGHT

SLIPKNOT TOP & BOTTOM

IN FINAL POSITION

ROPE TO BE SLACK

" NYLON OR MANILA 4

SECTION A-A

" DIA. ALUM. ROD8

SECTION B-B

BARRIER

TURBIDITY

3" ~ GALVANIZED RING

SUFFICIENTLY

POLE EMBEDDED

TIDAL STABILIZATION

2" GALVANIZED PIPE

2" GALVANIZED PIPE

RING

3"~ GALVANIZED

BOTTOM

STORM TIDE

ABOVE RECORDED

COTTER PIN LOCATED

SIDE VIEW FOLDING DETAIL

MATERIAL

THICKNESSES OF

GET FOUR

BOTTOM TO

FOLD TOP AND

5FT./SEC., TIDAL ACTION AND SUBJECT TO WIND AND WAVES.

AREAS WITH CONSIDERABLE CURRENT VELOCITIES UP TO

7. TYPE 3 IS FOR LAKES, STREAMS, INTERCOASTAL AND TIDAL

AREAS WITH CURRENT VELOCITIES UP TO 5 FT./SEC.

6. TYPE 2 IS FOR LAKES, STREAMS, INTERCOASTAL & TIDAL

1 FT./SEC AND SHELTERED FROM WINDS.

AND MARSHES WITH CURRENT VELOCITIES LESS THAN

5. TYPE 1 IS FOR PONDS, SHALLOW LAKES, SMALL STREAMS

WHEN USED NEXT TO NAVIGATIONAL CHANNEL.

4. USE APPROPRIATE NAVIGATIONAL WARNING LIGHTS

MATERIALS MAY BE USED AS APPROVED.

METHODS ONLY. ALTERNATE SOLUTION AND USAGE OF

3. THE DETAILS SHOWN ON THIS SHEET ARE SUGGESTED

THE CONDITIONS PRESENT ON A PARTICULAR PROJECT.

AS TO EFFECTIVELY CONTROL SILT DISPERSION UNDER

2. EXACT PLACEMENT OF TURBIDITY BARRIER SHALL BE SO

OR OTHER ACTIVITIES THAT COULD CAUSE TURBIDITY.

BASINS, CONSTRUCTION, DREDGING OR FILLING OPERATIONS,

CAUSED BY DISCHARGE OF STORM SEWERS, DEWATERING

1. INSTALL TURBIDITY BARRIER TO PREVENT DRIFTING OF SILT

NOTES:

'-0

F

O L

D

10'-0"

T

O P

F O

L

5'-0"5'-0"

TOP AND BOTTOM FOLD

3" FOLD SAME TYPE AS

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14 - VH-101 Cheesequake jetty