Amendment_0002__Plans.pdf

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SHEET OF

New York District of Engineers

US Army Corps

N E

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IDENTIFICATION

SHEET

W.EL. 4.8

V

G=7.04

G=11.66

G=11.88

G

.4

CB

G=7.12

MARINA

Port Monmouth Rd

Pews Creek

CB

I= .1

D

18" D

12" W

12" W

12" W

12" W

RECORD

PIPES AND STRUCTURES ARE FROM

COULD NOT ACCESS STRUCTURES

AREA UNDER CONSTRUCTION

3-8" D

FROM RECORD

I=3.54

G=5.54

OUTFALL

I= .5

I= .5

I=5.75

I=4.8

I=5.25

I=4.98

I=6.89

I=2.86

OUTFALL

0 4

-0+07.36

PI

P I

P I

P I

P I

P I

-0+07

0+00

0+00

PI

3.3

3.3

Port Monmouth Rd

4.3

W.EL. 4.8

4.5

4.8

4.4

4.8

5.6

5.6

5.4

5.4C B

6.6

6.2

V

CB

CB

7.8

7.9

8.6

7.8

9.1

9.3

8.7

10.3

8.8

10.2

10.2

DOCKAGE

10.5

10.4

10.8

10.5

10.6

12.1

CB

CB

14.4

PM14-07 PM14-08

PM14-09

PM14-10

PM14-11

PM14-10s

BP-5

B-9

B-8

NN

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E P

L A

N

N585400

N585600

S T

A T

O S

T A

N585500

N585300

E

E

E

E

E

E

E

E

E

N585400

N585600

N585500

N585300

N585700

C -1

A .d g n

C-101A

LOCATION (TYP.)

GEOTECHNICAL BORING

N585700

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IS

S

IS

S

IS

BE RELOCATED

ELECTRIC POLE TO

BE RELOCATED

ELECTRIC POLE TO

/0

/2

60'

SCALE:1"= 30'

0 30'

CATCH BASIN ON THE PROTECTED SIDE. SEE DETAIL SHEET C-503.

SPLICED SHEET PILE AND CURB. THE TOP OF CONCRETE BLOCKS SHALL MEET THE TOP OF EXISTING

PROVIDE ARTICULATING CELLULAR CONCRETE BLOCKS ON PROTECTED SIDE ALONG SIDE SLOPE BETWEEN 6

BE CLEARED, GRUBBED AND LEFT WITH NO VEGETATION EXCEPT GRASS AFTER CONSTRUCTION.

AREA WITHIN THE VEGETATION FREE ZONE FOR THE PROPOSED SHEETING AND SPLICING SHALL ALSO5

BEAM GUIDE RAIL REPLACEMENT SHALL BE ACCORDING TO NJDOT STANDARDS AND SPECIFICATIONS.4

BE REMOVED AND RESTORED, EXCEPT AS OTHERWISE SPECIFIED.

ANY EXISTING FEATURES IN CONFLICT WITH THE PROPOSED ALIGNMENT SHALL3

REFER TO ELECTRICAL PLANS FOR POLES RELOCATION AND POWER LINE ROUTING.2

REFER TO GENERAL PLAN SHEET G-102 FOR REFERENCE LINE COORDINATES.1

NOTE:

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A D

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COMPANIES REQUIREMENTS.

OF THE SERVICES NEEDED SHALL BE COORDINATED AND CONDUCTED AS PER UTILITY

THE CONTRACTOR SHALL MAINTAIN ALL ACTIVE UTILITY SERVICES. ANY SHUT OFF8

AND ASSOCIATED FEATURES SHALL BE RESTORED BY THE CONTRACTOR.

SPECIALLY ALONG THE PORT MONMONUTH ROAD. ANY DAMAGE CAUSED TO THE ROAD

IT IS CONTRACTORS RESPONSIBILITY TO PROTECT AND SHORE EXCAVATED SIDES7

E

E

E

E

E

E

E

E

E

FLOOD WALL

PROPOSED CONCRETE

EL. 13.0 (TYP.)

TOP OF WALL

SEE NOTE 6

ZONE (TYP)

VEGETATION FREE

LIMITS (TYP)

CONTRACTORS WORKING

STA. 0+15 TO STA. 4+30

EXISTING SHEET PILE WALL

PROPOSED SHEET SPLICE TO

EL. 13.0

TOP OF SPLICE

TOP OF SHEETING EL. 13.0

STA. -0+07 TO STA. 0+15

PROPOSED SHEET PILE

EXISTING BEAM GUIDE RAIL

REMOVE AND REPLACE IN KIND

REFERENCE LINE

REMOVE EXISTING FENCE

M A

T C

H

L I

N

E

T

B

M o n m o u th

R d

O ld P o rt

W

W

W W

G=5.12

G=4.95

G=6.48

G=4.75

G=7.14

G=6.85

G=4.70

G=4.88

G=4.10

G=4.30

G=4.51

FROM RECORD

6 7

Rd

Port Monmouth Rd

Old Port Monmouth

NOT FOUND IN FIELD

FROM RECORD

R=3.99

NOT FOUND IN FIELD

FROM RECORD

R=3.49

I=

.8

I=

.4

I= .3

I=2.98

I=6.31

I=6.68

I=2.44

I=2.54

OUTFALL

15" D

12" D

D2

24" D

2" G

2" G

2" G

6" W

6" W

W

12" W

12" W

12" W

6" W

NOT KNOWNPIPE CONNECTION

I=3.30

12" D 12" D

18" D

I=1.15

WITH DEBRIS

PIPE COVERED

NOT FOUND

OUTFALL

S

A

B A

N D

O N

E D

S

A

B A

N D

O N

E D

(ABANDONED)

8" S

S

A

B A

N D

O N

E D

I=4.04

I=3.94

I=2.40

I=2.45

I=3.82

I=2.77

I=2.55

I=2.86

OUTFALL

I=3.31

0 1

15+00

P I

P I

P I

P I

4.1

4.2

4.3

4.3

4.3

CB

CB

4.6

CB

CB

CB

CB

CB

S

S

S

S

S

S

S

R=6.40

R=4.79

R=5.17

R=5.31

R=8.29

R=7.11 D

D

R=7.62

S

8" S

8" S

8" S

I=

.9

I=-2.28

I=-3.34

I= .2

I=-2.63

I=

.4

I=-3.35

I=-2.07

I=-2.63

I=

.4

I=-3.91

I=-2.28

5.6

5.7

MB

6.8

6.5

6.8

6.9

6.4

CB

CB

7.6

7.5

CB

8.6

8.6

8.3

W

8.9

14.6

PM14-11

PM14-12

PM14-13

PM14-11C

PM14-11B

PM14-14

PM14-11D

PM14-11A

P-13 IS

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C A

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IP

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C O

N T

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C T N

O

D A

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A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

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T R

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U .S

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IDENTIFICATION

SHEET

60'

SCALE:1"= 30'

0 30'

S

IT

E P

L A

N

LOCATION (TYP)

GEOTECHNICAL BORING

E

E

E

E

E

N585400

N585600

S T

A T

O S

T A

C -1

B .d g n

C-101B

E

E

E

E

N585700

N585500

N585300

E

E

E

E

E

E

E

E

E

N585400

N585500

N585300

N585600

N585700

CULVERT IN PLACE

PLUG EXISTING DRAINAGE

A N

S I

D

S

IS

S

IS

S

IS

EL. 13.0 (TYP)

TOP OF WALL

EXISTING WATER MAIN

REMOVE AND CAP

ROAD CLOSURE ROLLER GATE

PROPOSED 7'-9"H X 32'W

RELOCATE GAS LINE WITH SLEEVE

/0

/2

MANUAL.SIMILARLY INSTALL EMERGENCY MANAGEMENT SIGN 50' EAST AND WEST OF THE REFERENCE LINE.

THE WARNING SIGNS SHALL BE LOCATED 100' EAST AND WEST OF THE REFERENCE LINE AND SHALL CONFORM TO THE LATEST MUTCD7

SEALS OR SIMILAR WATERTIGHT SEALS AS APPROVED.

OF SIZE TO PROVIDE 1/4 INCH OR MORE ANNULAR CLEARANCE AROUND PIPE. THE SLEEVE OPENING SHALL BE SEALED WITH LINK

SHALL THAN PASS THROUGH A SLEEVE WELDED TO THE CUT OFF WALL SHEET PILE. MAKE SLEEVE OF STEEL OR CAST-IRON PIPE

A TEMPORARY BYPASS SHALL BE PROVIDED DURING CONSTRUCTION FOR ALL THE UTILITIES UNDERGROUND. THE UTILITY LINES

THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO LAYOUT AND RELOCATE THE UNDERGROUND UTILITY LINES.6

SPECIFIED.

ANY EXISTING FEATURE IN CONFLICT WITH PROPOSED ALIGNMENT SHALL BE REMOVED AND RESTORED BACK, EXCEPT AS OTHERWISE5

THE CONTRACTOR'S WORK AREA AND AS APPROVED BY THE COR.

REMOVED AND PLUGGED SHALL BE AT LEAST 5' FROM THE EDGE OF THE FOOTING, AT LEAST 12" FROM CURB OR AS REQUIRED BY

IT IS CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, EXCEPT AS OTHERWISE SPECIFIED. ALL UTILITIES4

REFER TO ELECTRICAL PLANS FOR POLE RELOCATION AND POWER LINE ROUTING.3

REFER TO STRUCTURAL PLANS FOR CONCRETE CAP, CLOSURE GATE AND FLOOD WALL DETAILS.2

REFER TO GENERAL PLAN SHEET G-101 FOR REFERENCE LINE COORDINATES.1

NOTE:

PROVIDE SLEEVE AT GATE CROSSING

REMOVE AND REPLACE 40 LF DIP SANITARY SEWER

WITH SLEEVE

RELOCATE WATERMAIN

SHEET C-504

SEE DETAIL

/0

/2

A D

D E

D N

O T

E S

SHALL BE COORDINATED AND CONDUCTED AS PER UTILITY COMPANIES REQUIREMENTS.

THE CONTRACTOR SHALL MAINTAIN ALL ACTIVE UTILITY SERVICES. ANY SHUT OFF OF THE SERVICES NEEDED 14

THE CONTRACTOR.

MONMONUTH ROAD. ANY DAMAGE CAUSED TO THE ROAD AND ASSOCIATED FEATURES SHALL BE RESTORED BY

IT IS CONTRACTORS RESPONSIBILITY TO PROTECT AND SHORE EXCAVATED SIDES SPECIALLY ALONG THE PORT13

FOUNDATION ON PROTECTED SIDE OR AS PER UTILITY COMPANY REQUIREMENTS.

PROVIDE GATE VALVE FOR WATER LINE. VALVE SHALL BE LOCATED MINIMUM 10 FEET FROM THE EDGE OF THE12

REPRESENTATIVE (COR).

WITHIN THE CONTRACTORS WORKING LIMITS, AS REQUIRED AND APPROVED BY THE CONTRACTING OFFICER

SOIL STOCK PILE AREA SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL DESGINATE HIS STOCKPILE AREA11

THE END OF CONSTRUCTION.

AREA WITHIN THE VEGETATION FREE ZONE SHALL BE LEFT WITH NO VEGETATION EXCEPT GRASS AFTER10

THE PIPE OPENING TO THE NEAREST MANHOLE AS SHOWN SHALL BE PLUGGED.

ALL PIPES IN CROSSING WITH PROPOSED FLOOD WALL SHALL BE REMOVED AND CAPPED IF ABANDONED.9

STANDARDS AND SPECIFICATIONS.

THE SOLID DOUBLE YELLOW LINES SHALL BE STRIPED ACCORDING TO THE LATEST MUTCD OR NJDOT

PORTION OF PAVEMENT CUT AND RE-PAVED SHALL BE STRIPED WITH SOLID DOUBLE YELLOW LINES.8

ZONE (TYP)

VEGETATION FREE

SEE DETAIL C-503

CELLULAR CONCRETE BLOCKS

PROPOSED 30LF ARTICULATING

SEE DETAIL C-503

CELLULAR CONCRETE BLOCKS

PROPOSED 30LF ARTICULATING

SEE DETAIL C-503

CELLULAR CONCRETE BLOCKS

PROPOSED 20LF ARTICULATING

SEE DETAIL C-503

CELLULAR CONCRETE BLOCKS

PROPOSED 30LF ARTICULATING

FLOOD WALL

PROPOSED CONCRETE

CONCRETE PAD

PROPOSED CLOSURE GATE

36"X36" WARNING SIGN

RAISE PLOW AHEAD

36"X36" WARNING SIGN

RAISE PLOW AHEAD

HIDDEN DRIVEWAY

AND PLUG PIPE

AND STRUCTURE

REMOVE STORMWATER PIPE

CULVERT IN PLACE

PLUG EXISTING DRAINAGE

SANITARY SEWER

REMOVE AND CAP ABANDONED

PLUG EXISTING PIPE IN PLACE

LIMITS (TYP)

CONTRACTORS WORKING

STOCK PILE AREA

STAGING AREA/

LINE FOR NEW PAVEMENT

STRIPE SOLID DOUBLE YELLOW

EL. 13.0 (TYP)

TOP OF WALL

LIGHTS (SEE DETAIL SHEET C-502)

WARNING SIGN WITH FLASHING

STORAGE AREA

STAGING AND

EL. 13.0 (TYP)

TOP OF WALL

PIPE IN PLACE

PLUG EXISTING

EM-3 (SEE DETAIL SHEET C-502)

EMERGENCY MANAGEMENT SIGN

FLOOD WALL

PROPOSED CONCRETE

RELOCATED (TYP.)

ELECTRIC POLE TO BE

SANITARY SEWER

REMOVE AND CAP ABANDONED

6" GATE VALVE

BOTH SIDES OF ROAD

PROPOSED CURB

M A

T

E

A

M A

T

E

G=9.26

G=9.18

G=7.24

G=7.02

R=5.49

D

FROM RECORD

0 1

Port Monmouth Rd

Port Monmouth Rd

WITH METAL GRATE

4'x4' CONC. STRUCTURE

I=0.23

OUTFALL

I=-2.53

OUTFALL

I=2.54

OUTFALL

2" G

6" G

12" W

12" W

12" W

18" D

8" S (ABANDONED)

8" S (ABANDONED)

A

B A

N D

O N

E D

I=4.64

I=5.79

I=3.92

I=3.07

I=1.7

I=-0.80

25+00

26+00

26+98

P I

P I

26+98.06

PI

4.3

S

S

S

S

R=8.25

R=8.20

R=6.99

8" S

8" S

I=

.0

I=-4.92

I=-5.61

I=-5.05

I=-4.92

I=

.0

I=

.0

I=-5.61

I=-3.35

5.8

5.7

5.7

6.8

6.6

6.1

6.7

7.4

7.6

7.4

7.4

CB

CB

8.6

8.2

8.5

8.6

10.3

9.3

9.7

CB

CB

10.8

10.9

11.5

11.6

11.4

11.4

U

12.7

12.5

12.7

12.6

12.4

13.3

13.2

14.3

14.1

15.1

16.4

16.9

17.3

PM14-15

PM14-16

P-12

PM-11

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C K

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D E

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2 3

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C A

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C O

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D A

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A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

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U .S

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IDENTIFICATION

SHEET

N585200

EL. 13.0 (TYP)

TOP OF WALL

STA. 26+85

WITH EXISTING DUNE

PROPOSED FLOOD WALL TIE-IN

NOT IN THIS CONTRACT

PHASE I CONSTRUCTED GROIN

EL. 13.0 (TYP)

TOP OF WALL

LOCATION (TYP)

GEOTECHNICAL BORING

LIMITS (TYP)

CONTRACTORS WORKING

FLOOD WALL

PROPOSED CONCRETE

SIGN WITH FLASHING LIGHTS

ROAD CLOSED WARNING

ZONE (TYP)

VEGETATION FREE

(SEE DETAIL SHEET C-502)

PROPOSED 4' CHAIN LINK FENCE

STOCK PILE AREA

STAGING AREA/

N585400

N585600

60'

SCALE:1"= 30'

0 30'

S

IT

E P

L A

N

E

E

E

E

S T

A T

O S

T A

C -1

C .d g n

C-101C

E

E

E

E

E

E

E

E

E

E

E

E

N585200

A N

S I

D

S

IS

S

IS

S

IS

RELOCATED (TYP.)

ELECTRIC POLE TO BE

NOT IN THIS CONTRACT

BEACH DUNE EL. 15.0

PHASE I CONSTRUCTED

E

E

REFER TO DETAIL SHEET C-501

PROPOSED ARMOR ROCK TIE-IN

/0

/2

REPRESENTATIVE (COR).

WITHIN THE CONTRACTORS WORKING LIMITS, AS REQUIRED AND APPROVED BY THE CONTRACTING OFFICER

SOIL STOCK PILE AREA SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL DESIGNATE HIS STOCKPILE AREA6

THE END OF CONSTRUCTION.

AREA WITHIN THE VEGETATION FREE ZONE SHALL BE LEFT WITH NO VEGETATION EXCEPT GRASS AFTER5

FOR INFORMATION ONLY.

PHASE I CONSTRUCTION WAS COMPLETED IN JULY 2015. THE LAYOUT FOR DUNE FILL SHOWN IS

EXISTING CONTOUR LINES NEAR DUNE AND BEACH FILL DO NOT REPRESENT THE PROPOSED FILL.4

REFER TO ELECTRICAL PLANS FOR POLE RELOCATION AND POWER LINE ROUTING.3

REFER TO STRUCTURAL PLANS FOR CONCRETE CAP, CLOSURE GATE AND FLOOD WALL DETAILS.2

REFER TO GENERAL PLAN SHEET G-102 FOR REFERENCE LINE COORDINATES.1

NOTE:

/0

/2

A D

D E

D N

O T

E S

COMPANIES REQUIREMENTS.

OF THE SERVICES NEEDED SHALL BE COORDINATED AND CONDUCTED AS PER UTILITY

THE CONTRACTOR SHALL MAINTAIN ALL ACTIVE UTILITY SERVICES. ANY SHUT OFF8

AND ASSOCIATED FEATURES SHALL BE RESTORED BY THE CONTRACTOR.

SPECIALLY ALONG THE PORT MONMONUTH ROAD. ANY DAMAGE CAUSED TO THE ROAD

IT IS CONTRACTORS RESPONSIBILITY TO PROTECT AND SHORE EXCAVATED SIDES7

N585500

N585300

M A

T

E

B

N585400

N585600

N585500

N585300

NOH

LIGHT

PROVIDE NEW

POLE TO REMAIN.

N

E

NOH

EOH

45 FT. POLE

REPLACE WITH

VERIZON TO

3.5

BRACE.

INSTALL PUSH

60'

SCALE:1"= 30'

0 30'

INDICATED 35' OR 45'/1 [45 FT., CLASS 1]).

3. POLES SHALL BE 45 FT., CLASS 4. COORDINATE WITH JCP&L (EXCEPT AS

OWNER VERIZON.

AND EQUIPMENT WITH A PREFIX "BT" WILL BE REMOVED AND RELOCATED BY THE

SHALL BE REMOVED & RELOCATED BY THE JCP&L APPROVED CONTRACTOR, POLE

2. POLES WITH EQUIPMENT LABELED WITH A "JC" PREFIX ARE OWNED BY JCP&L

CONSTRUCTION CLEARANCES OF THE FLOOD WALL.

DRAWING SHOWS POLES & OVERHEAD LINES THAT NEED TO BE RELOCATED FOR 1.

FLOOD WALL

PROPOSED

8.5

POLE 215861, A58504

LIGHT TO BE RELOCATED

POLE 215891, A58498

LIGHT TO BE RELOCATED

RELOCATED LIGHT

14.1

15.1

E-103

NN

E -1

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27 77

E L E

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R E

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N P

O L E

LEGEND

EXISTING BLOCK AND LOT BOUNDARY

GUY WIRE

REMOVED SHALL BE DISPOSED.

REQUIRING RELOCATION. POLES TO BE

EXISTING POLE AND/OR OVERHEAD UTILITIES

PROPOSED OVERHEAD UTILITIES

EXISTING UTILITY POLE

PROPOSED UTILITY POLE

EXISTING OVERHEAD UTILITIES

GENERAL NOTES

BRACE

INSTALL PUSH

FOR LIGHTING

INSTALL 25KVA

LIGHT

16.4

16.9

17.3

LIGHT

RELOCATED

M A

T C

H S

H E

E T E -1

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IDENTIFICATION

SHEET

M o n m o u th

R d

O ld P o rt

W

W

G=9.26

G=9.18

G=7.24

G=7.02

R=5.49

D

FROM RECORD

FROM RECORD

-2

Port Monmouth

Port Monmouth Rd

WITH METAL GRATE

4'x4' CONC. STRUCTURE

I=0.23

OUTFALL

I=-2.53

OUTFALL

I=2.54

OUTFALL

2" G

12" W

12" W

8" S (ABANDONED)

8" S (ABANDONED)

A

B A

N D

O N

E D

I=3.30

I=4.64

I=5.79

I=3.92

I=3.07

I=1.7

I=-0.80

25+00

26+00

26+98

NOH

EOH

EOH

EOH

EOH

EOH

EOH

EOH

N

NOH N

NOH

N

NOH

NOH

N

NOH

3.5

JC61457MDT

JC61458MDT

BT10090MDT

BT890MDT

4.3

4.4

S

S

S

S

S

S

R=8.25

R=8.20

R=6.40

R=6.99

R=7.11 D

R=7.62

S

8" S

8" S

I=

.9

I=

.0

I=-4.92

I=-3.34

I=-5.61

I=-5.05

I=-4.92

I=

.4

I=

.0

I=-3.35

I=-3.91

I=

.0

I=-5.61

I=-3.35

5.8

5.7

5.7

BT91MDT

BT40585MDT

BT40586MDT

6.6

6.5

6.1

6.7

7.4

7.6

7.4

7.4

CB

CB

8.2

8.5

8.6

10.3

8.9

9.3

9.7

CB

CB

BT40587MDT

BT40588MDT

A

10.9

E

E

E

E

E

E

E

E

E

N

11.4

11.4

12.7

12.5

12.6

12.4

13.3

13.2

14.3

14.1

15.1

A

16.2

16.7

16.9

16.4

16.9

16.7

16.6

17.3

17.3

A

A

A

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IDENTIFICATION

SHEET

VERTICAL PILE CONNECTION

NOTE: TYP. FOR ALL VERTICAL PILES

BATTERED PILE CONNECTION

T/ PILE CAP

B/ PILE CAP

B/ PILE CAP

T/ PILE CAP

A706 GRADE 60

#8 REBAR, ASTM

8"

")16

" (2

")16

" (2

C L

R

'-6

2'-4" 2'-4"

")16

" (2

")16

" (2

PILE CONNECTION TOP VIEW

NOTE: TYP. FOR ALL PILES

/2

M

IN

A706 GRADE 60

#8 REBAR, ASTM

16" MIN.

16" MIN.

A706 GRADE 60

#8 REBAR, ASTM

NOTE: TYP. FOR ALL BATTERED PILES

"1

-3

.d g n

S-301

6'-6"

#8 @ 8", O.C.

5'-6"

4'-0"

R D

H

R D

H

2'-0", TYP.

T/GATE EL. +13.0

GATE TRACK AND EMBEDDED SUPPORTS, TYP.

C.R.S. SEAL PLATE AND EMBEDDED SUPPORTS

PILASTER BEYOND

CLOSURE GATE MONOLITH

FLOOD SIDE PROTECTED SIDE

F L

O O

D W

A L L S

E C

T

IO

N S

T/CONC SIL EL. +5.25

V-GROVED CASTER (2 TOTAL)

1" RECESSED PANEL

SECTION THROUGH GATE (CLOSED POSITION)

T/PILASTER EL. +15.0

SECTION THROUGH GATE STORAGE SLAB

FLOOD SIDE PROTECTED SIDE

EL. SEAL PL +5.29

GATE TRACK AND EMBEDDED SUPPORTS, TYP.

V-GROVED TRACK

W8x31, TYP.

T/CONC SIL EL. +5.25

T/WALL EL. +13.0

1-1/2" FRACTURED FIN FINISH

2'-0"

2' 4'0 1'

SECTION THROUGH PILASTER

4" CLR.

18 - #8 VERTICAL BARS (AS SHOWN)

#5 TIES @ 12" O.C.

39 77

3'-0"

WALL

CUT-OFF

SSP

BARS THROUGH CUT-OFF WALL, TYP.

CUT 1-1/2" HOLES TO PASS REINFORCEMENT

1'-6" 6'-9"2'-6"5'-2 1/2 "1'-6"

HP 12X84 PILES, TYP.

1"

#10 @ 9" O.C., E.F.

B/SSP EL. -10.5

B/PILE EL. -55.5

B/SSP EL. -10.5

B/PILE EL. -55.5

2 - #5 BARS

6"

6'-0"3'-0"

#10 @ 9" O.C., E.F.

1/2"

T/FTG EL. +2.0

T/PILE EL. +0.5

B/FTG EL. -1.0 B/FTG EL. -1.0

T/PILE EL. +0.5

T/FTG EL. +2.0

A

M M

E N

D M

E N

T

/0

/1

OF T-WALL, UNLESS OTHERWISE SPECIFIED.

5. ALL SECTIONS CALLOUTS AND DIMENSIONS ARE TPYICAL ALONG LENGTH

INTERRUPTED BY PILES, SHIFT BAR TO NEAREST SIDE OF PILE.

4. WHERE REINFORCEMENT TRANSVERSE TO WALL ALIGNMENT IS

INTERRUPTED BY PILES, CUT BARS 2" FROM PILES.

3. WHERE REINFORCEMENT PARALLEL TO WALL ALIGNMENT IS

2. REINFORCEMENT IS #6 @ 9" O.C. UNLESS OTHERWISE SPECIFIED.

1. ALL CONCRETE TO BE MIN. 5000 PSI COMPRESSIVE STRENGTH.

NOTES:

MEANS AND METHODS

AS PART OF CONTRACTOR'S

TO FACILITATE CONSTRUCTION

SCHEMATICALLY, OR MUD SLAB

CRUSHED STONE BASE, SHOWN

SEE TYPICAL DETAIL, SHEET S-301

4" CLR., TYP.

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IDENTIFICATION

S-302

D

H

R D

H

F L

O O

D W

A L L S

E C

T

IO

N S

2' 4'0 1'

40 77

2'-0"

6'-9"2'-6"6'-9"

6'-9"2'-6"6'-9"

4" CLR., TYP.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

2'-0"

3"

3 1

6"

THROUGH CUT-OFF WALL, TYP.

REINFORCEMENT BARS

CUT 1-1/2" HOLES TO PASS

#6 @ 18" O.C., E.W.

#6 @ 18" O.C., E.W.

/2

/2

T/PILE EL. +0.5

T/PILE EL. +1.5

T-WALL SECTION A (STA. 4+30 T0 7+30) T-WALL SECTION B (STA.7+30 TO 7+90)

EXPANSION JOINT TREATMENT TYPICAL CONSTRUCTION JOINT

/2

1 1/2 "

3"

3/4"

0 3/8 "

C L

R

JOINT SEALANT

BACKING ROD

JOINT MATERIAL

PREFORMED EXPANSION

3/4" RADIUS OR 45 DEG CHAMFER

A

M M

E N

D M

E N

T

/2

/1

A M

D -2 -S -3

.d g n

PZ-22 TYP.

SSP CUT-OFF WALL,

PVC WATERSTOP

T-WALL FOOTING

T-WALL STEM

PRIOR TO SUBSEQUENT POUR

ROUGHEN SURFACE AND CLEAN

SEE TYPICAL DETAIL, SHEET S-301

SEE TYPICAL DETAIL, SHEET S-301

4" CLR., TYP.

OF T-WALL, UNLESS OTHERWISE SPECIFIED.

5. ALL SECTIONS CALLOUTS AND DIMENSIONS ARE TPYICAL ALONG LENGTH

INTERRUPTED BY PILES, SHIFT BAR TO NEAREST SIDE OF PILE.

4. WHERE REINFORCEMENT TRANSVERSE TO WALL ALIGNMENT IS

INTERRUPTED BY PILES, CUT BARS 2" FROM PILES.

3. WHERE REINFORCEMENT PARALLEL TO WALL ALIGNMENT IS

2. REINFORCEMENT IS #6 @ 9" O.C. UNLESS OTHERWISE SPECIFIED.

1. ALL CONCRETE TO BE MIN. 5000 PSI COMPRESSIVE STRENGTH.

NOTES:

A

M M

E N

D M

E N

T

/0

/1

MEANS AND METHODS

AS PART OF CONTRACTOR'S

TO FACILITATE CONSTRUCTION

SCHEMATICALLY, OR MUD SLAB

CRUSHED STONE BASE, SHOWN

FLOOD SIDE PROTECTED SIDEPROTECTED SIDEFLOOD SIDE

T/WALL EL. +13.0

T/FTG EL. +3.0

T/WALL EL. +13.0

B/FTG EL. -1.0

T/FTG EL. +2.0

1-1/2" FRACTURED FIN FINISH, TYP.

HP 12X84 PILES, TYP.

B/FTG EL. 0.0

B/PILE EL. -55.0

B/PILE EL. -56.0

0 3/4 "

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IDENTIFICATION

S-303

D

H

R D

H

F L

O O

D W

A L L S

E C

T

IO

N S

FLOOD SIDE PROTECTED SIDEPROTECTED SIDEFLOOD SIDE

T/WALL EL. +13.0

T/WALL EL. +13.0

1-1/2" FRACTURED FIN FINISH, TYP.

2' 4'0 1'

41 77

SSP CUT-OFF WALL

HP 12X84 PILES, TYP.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F. #10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

2'-0"

S -3

.d g n

6"

2'-0"

2 - #5 BARS

THROUGH CUT-OFF WALL, TYP.

REINFORCEMENT BARS

CUT 1-1/2" HOLES TO PASS

#6 @ 18" O.C., E.W.

/2

#6 @ 18" O.C., E.W.

/2

T/FTG EL. +1.0

B/FTG EL. -2.0

B/PILE EL. -57.0B/PILE EL. -57.0

B/FTG EL. -2.0

T/FTG EL. +1.0

T/PILE EL. -0.5T/PILE EL. -0.5T/PILE EL. -0.5

T-WALL SECTION D (STA. 10+30 TO 13+60)T-WALL SECTION C (STA. 7+90 T0 10+30)

SEE TYPICAL DETAIL, SHEET S-301

MEANS AND METHODS

AS PART OF CONTRACTOR'S

TO FACILITATE CONSTRUCTION

SCHEMATICALLY, OR MUD SLAB

CRUSHED STONE BASE, SHOWN

4" CLR., TYP.

SEE TYPICAL DETAIL, SHEET S-301

OF T-WALL, UNLESS OTHERWISE SPECIFIED.

5. ALL SECTIONS CALLOUTS AND DIMENSIONS ARE TPYICAL ALONG LENGTH

INTERRUPTED BY PILES, SHIFT BAR TO NEAREST SIDE OF PILE.

4. WHERE REINFORCEMENT TRANSVERSE TO WALL ALIGNMENT IS

INTERRUPTED BY PILES, CUT BARS 2" FROM PILES.

3. WHERE REINFORCEMENT PARALLEL TO WALL ALIGNMENT IS

2. REINFORCEMENT IS #6 @ 9" O.C. UNLESS OTHERWISE SPECIFIED.

1. ALL CONCRETE TO BE MIN. 5000 PSI COMPRESSIVE STRENGTH.

NOTES:

A

M M

E N

D M

E N

T

/0

/1

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IDENTIFICATION

SHEET

T-WALL SECTION F (STA. 15+85 to 19+75)T-WALL SECTION E (STA. 13+60 TO 15+85)

.d g n

S-304

R D

H

R D

H

F L

O O

D W

A L L S

E C

T

IO

N S

FLOOD SIDE PROTECTED SIDEPROTECTED SIDEFLOOD SIDE

T/WALL EL. +13.0

T/FTG EL. +2.0

T/WALL EL. +13.0

B/FTG EL. -2.0

T/FTG EL. +1.0

1-1/2" FRACTURED FIN FINISH, TYP.

2' 4'0 1'

42 77

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

HP 12X84 PILES, TYP.

B/PILE EL. -57.0

B/PILE EL. -56.0

WALL

CUT-OFF

SSP

B/FTG EL. -1.0

#6 @ 18" O.C., E.W.

#6 @ 18" O.C., E.W.

T/PILE EL. +0.5

T/PILE EL. -0.5

6'-9" 2'-6" 6'-9"

6"

2'-0"

2'-0"

THROUGH CUT-OFF WALL, TYP.

REINFORCEMENT BARS

CUT 1-1/2" HOLES TO PASS

/2

/2

A

M M

E N

D M

E N

T

/0

/1

OF T-WALL, UNLESS OTHERWISE SPECIFIED.

5. ALL SECTIONS CALLOUTS AND DIMENSIONS ARE TPYICAL ALONG LENGTH

INTERRUPTED BY PILES, SHIFT BAR TO NEAREST SIDE OF PILE.

4. WHERE REINFORCEMENT TRANSVERSE TO WALL ALIGNMENT IS

INTERRUPTED BY PILES, CUT BARS 2" FROM PILES.

3. WHERE REINFORCEMENT PARALLEL TO WALL ALIGNMENT IS

2. REINFORCEMENT IS #6 @ 9" O.C. UNLESS OTHERWISE SPECIFIED.

1. ALL CONCRETE TO BE MIN. 5000 PSI COMPRESSIVE STRENGTH.

NOTES:

MEANS AND METHODS

AS PART OF CONTRACTOR'S

TO FACILITATE CONSTRUCTION

SCHEMATICALLY, OR MUD SLAB

CRUSHED STONE BASE, SHOWN

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IDENTIFICATION

SHEET

SSP CUT-OFF WALL

2'-0"

6'-9"2'-6"6'-9"

6'-9"2'-6"6'-9"

2'-0"

6"

THROUGH CUT-OFF WALL, TYP.

REINFORCEMENT BARS

CUT 1-1/2" HOLES TO PASS

/2

/2

S

T A T

O E

N D

S

T A T

O

A

M M

E N

D M

E N

T

/0

/1

OF T-WALL, UNLESS OTHERWISE SPECIFIED.

5. ALL SECTIONS CALLOUTS AND DIMENSIONS ARE TPYICAL ALONG LENGTH

INTERRUPTED BY PILES, SHIFT BAR TO NEAREST SIDE OF PILE.

4. WHERE REINFORCEMENT TRANSVERSE TO WALL ALIGNMENT IS

INTERRUPTED BY PILES, CUT BARS 2" FROM PILES.

3. WHERE REINFORCEMENT PARALLEL TO WALL ALIGNMENT IS

2. REINFORCEMENT IS #6 @ 9" O.C. UNLESS OTHERWISE SPECIFIED.

1. ALL CONCRETE TO BE MIN. 5000 PSI COMPRESSIVE STRENGTH.

NOTES:

MEANS AND METHODS

AS PART OF CONTRACTOR'S

TO FACILITATE CONSTRUCTION

SCHEMATICALLY, OR MUD SLAB

CRUSHED STONE BASE, SHOWN

.d g n

S-305

R D

H

R D

H

F L

O O

D W

A L L S

E C

T

IO

N S

2' 4'0 1'

43 77

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

B/PILE EL. -55.0

B/PILE EL. -56.0

#6 @ 18" O.C., E.W.

#6 @ 18" O.C., E.W.

T-WALL SECTION H (STA. 22+15 TO END)T-WALL SECTION G (STA. 19+75 TO 22+15)

FLOOD SIDE PROTECTED SIDEPROTECTED SIDEFLOOD SIDE

T/WALL EL. +13.0

T/FTG EL. +3.0

T/WALL EL. +13.0

B/FTG EL. -1.0

T/FTG EL. +2.0

1-1/2" FRACTURED FIN FINISH, TYP. 1-1/2" FRACTURED FIN FINISH, TYP.

HP 12X84 PILES

B/FTG EL. 0.0

T/PILE EL. +0.5

T/PILE EL. +1.5