Amendment_2-_Plans.pdf

E-100

E-100

TYPE P1 LUMINAIRE DETAIL

N.T.S.

N.T.S.

PULL BOX DETAIL FOR ROADS AND LEVEES

CONDUIT

4" DIA. PVC

FOR INSTALLATION

CONSTRUCTION TEAM

FLOODWALL

TO COORDINATE WITH

CONTRACTOR NEEDS

ONE LINE DIAGRAM

POWERED FROM CAMPBELL AVE. - AREA Q

SLUICE GATE & ROAD CLOSURE WINCH

208V, 3P

AREA S - 1 HP

SLUICE GATE

C1-1

208V, 3P

AREA R - 1 HP

SLUICE GATE

C1-MAIN

208V, 3P

AREA Q - 1 HP

SLUICE GATE

C2-4

208V, 3P

AREA P - 1 HP

SLUICE GATE

C2-3

208V, 3P

AREA N - 1 HP

SLUICE GATE

C2-MAIN

E-100

DISTANCES SHOWN ARE APPROXIMATE

PLANS FOR NUMBER OF PULL BOXES)

NOT ALL PULL BOXES ARE SHOWN (SEE SITE

BRANCH CIRCUIT CONDUCTOR SIZE

3-#4 AWG PLUS #10 AWG GROUND

3-#6 AWG PLUS #6 AWG GROUND

AREA Q

AT CAMPBELL AVE

120/208V, 3P

POWER PANEL 100 AMP

JCP&L METER

CONNECTION

GENERATOR

AREA F

208V, 3P

WINCH 10 HP

ROAD CLOSURE

P

164 FT

3 3

PP

NTS

UNLESS OTHERWISE NOTED

ALL WORK SHOWN UNDER CONTRACT #4

18"

GRADE

TYP

4"24"W x 24"L4"

HOLDOWNS

S.S. 3/4" DIA. BOLTS

18" x 3/4" ROUND.

STEEL PLATE COVER

CONDUIT

4" DIA. PVC

BELL ENDS

ALL DUCTS TO HAVE

PULL-IN IRONS

M

IN

45.4033°

POLE JC-1004MDT

TO JCP&L

5 2-#10 AWG PLUS #12 AWG GROUND

(TYP. OF 3)

LED FIXTURES

POLE MOUNTED

AREA F

208V, 3P

WINCH 10HP

CLOSURE

ROAD

DISTANCE FROM PANEL

AREA DISTANCE (FT.)

Q

P

N

R

S

164 FT.

374 FT.

1,044 FT.

430 FT.

730 FT.

430 FT

730 FT374 FT

1,044 FT

P

3-#6 AWG PLUS #10 AWG GROUND (NOT USED)

S E

C T

IO

N S D

IA

G R

A M

S

M

IS

C E

L L

A N

E O

U S D

E T

A

IL

S

VOLTAGE DROP % VD

0.67

1.52

1.68

1.75

1.17

0%

1%

1%

1%

1%

3-#2 AWG PLUS #8 AWG GROUND IN 2" RSC

AND DRAIN

END WALL KNOCKOUTS

CONC. HANDHOLE WITH

DIMENSION) PRE-CAST

2' X 2' X 4' (INTERNAL

E-100 N.T.S.

1A

(IF IN ROADWAY OR ON LEVEE)

PULL BOXES 2FT x 2FT x 4FT- H-20 RATED

GROUND AND UNDER ROADWAYS AND WALLWAYS)

PVC COATED RIGID STEEL CONDUIT (ABOVE

LEVEE AND FLOODWALL)

CONDUIT SCHEDULE 80 PVC (UNDERGROUND IN

TYP.

ON SITE PLANS

AS SHOWN

PULL BOX

2FT x 2FT x 4FT

K 1.62 1%75 FT.

POINT

ACCESS

POINT

ACCESS

POINT

ACCESS

G R

A D

E

B E

L O

W

- ACCESS POINTS WITH COVERS

DETAIL FOR FLOODWALL

(SEE STRUCTURAL DWGS.)

IS

S

U E D

A T

E h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

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U S

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M Y E

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IN

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IS

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D A

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D E

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IP

T

IO

N M

A R

K A

P P

R

A P

P R

D A

T E

D E

S C

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IP

T

IO

N M

A R

K

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 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

C O

N T

R A

C T N

O

1 2 3 4 5

D

C

A

B

F I L

E

N A

M E

U S

E R

N A

M E

S u b m i t t e d b y

D D

M M

M

Y Y

Y Y

H

:M

M P l o t

D a t e

-0

N E

W Y

O R

K

N Y

R O

O M

F

E D

E R

A L P

L A

Z A

Sheet of 148

®of Engineers

US Army Corps

New York District

Number

Reference

Sheet

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 S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E S

T O

R M D

A M

A G

E R

E D

U C

T

IO

N X .X .X

X .X .X

BRACKET

TWO (2) FIXTURE

MANUFACTRURER

RATING PER LUMINAIRE

HANDHOLE BOX. FUSE

FUSE HOLDER INSIDE

FOR EACH LUMINAIRE IN

PROVIDE IN-LINE FUSE

POLE BASE

HEIGHT

IS TWO (2) MOUNTING

TYPICAL AIMING POINT

45 DEG. TO VERTICAL

DETAIL

FOUNDATION

FOR POLE

SEE SHEET E-502

4K, 8 COB (TYPICAL)

GUARD, DARK BRONZE,

SIZE 3, VANDAL

148 WATTS, D SERIES,

LITHONIAL LIGHTING,

FLOOD LIGHT

LED POLE MOUNTED

100 MPH WIND RATING.

THICKNESS .188"

TOP O.D. 4",

FINISH BOTTOM O.D. 6",

BRONZE ANODIZED

ALUMINUM POLE DARK

25'-0" ROUND TAPERED

(TYP.)

CONDUIT

BUSHING

ONE LINE DIAGRAM

POWERED FROM BROADWAY - AREA K

SLUICE GATE & ROAD CLOSURE WINCH

208V, 3P

AREA M- 1HP

SLUICE GATE

C2-2

208V, 3P

AREA K- 1HP

SLUICE GATE

C2-1

OTHERWISE NOTED

ALL WORK SHOWN UNDER CONTRACT #4 UNLESS

DISTANCES SHOWN ARE APPROXIMATE

PLANS FOR NUMBER OF PULL BOXES)

NOT ALL PULL BOXES ARE SHOWN (SEE SITE

AREA K

208V, 3P

WINCH 10 HP

ROAD CLOSURE

AREA K

208V, 3P

WINCH 10 HP

ROAD CLOSURE

P

P

P

800 FT

NTS

SHEET ES-109)

BT41953MDT (SEE

TO JCP&L POLE

AT BROADWAY AREA K

120/208V, 3P

POWER PANEL 100 AMP

(TYP. OF 4)

LED FIXTURES

POLE MOUNTED

JCP&L METER

CONNECTION

GENERATOR

TYP.

ON SITE PLANS

AS SHOWN

PULL BOX

P

LEVEE).

4 " C SCH 80 PVC (TYP. FOR CONDUIT ON

FLOODWALL).

4 " C SCH 40 PVC (TYP. FOR CONDUIT ON

LEVEE).

4 " C SCH 80 PVC (TYP. FOR CONDUIT ON

FLOODWALL).

4 " C SCH 40 PVC (TYP. FOR CONDUIT ON

BOTTOM TILE DRAIN PIPE

GRAVEL DRAIN BASIN WITH

TO UNDERGROUND

12"

12"

12"

18"

(1) 4" CONDUIT

(1) 4" CONDUIT

CAST BOX

WATERPROOF

12"x18"x12"

END BELL

D

E T

A

IL

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E V

IS

E D T

O A

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E E W

IT

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C T

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A L D

R A

W

IN

G S

SCHEDULE 40

2 2 S

E P

T

Standard Hooks

Bar Size Top Bar Other Bar Top Bar Other Bar Dev. Length

(Ldh)

(in.) (in.) (in.) (in.) (in.)

#3 17 13 22 17 7

#4 22 17 29 22 9

#5 28 22 36 28 11

#6 33 26 43 33 13

#7 49 37 63 49 15

#8 5 43 72 55 17

#9 63 48 81 63 19

#10 70 54 91 70 22

#11 78 60 101 78 24

#14 94 72 ‐‐‐ ‐‐‐ 29

#18 125 96 ‐‐‐ ‐‐‐ 39

Development Class "B" Spl ice

Tens ion Development and Spl ice Lengths for f 'c=5,000 ps i and fy=60 ks i

HORIZ- #6 @ 12" O.C.

VERT- #9 @ 10" O.C.

STUDS 5" LONG

1" DIAM. SHEAR

(SEE NOTE 3 & 4)

PILE LENGTH, 75FT

J A

P

J A

P

A N

S I

D

S-301

T Y

P

IC

A L F

L O

O D

W A

L L S

E C

T

IO

N

HP12X84

HORIZ- #6 @ 12" O.C.

VERT- #9 @ 10" O.C.

TOP & BOT

#9 @ 10" O.C.

TOP & BOT

#8 @ 12" O.C.

B/PILE CAP EL -4.0

T/PILE CAP EL -0.5

HORIZ- #8 @ 12" O.C.

VERT- #10 @ 6" O.C.

TOP & BOT

#8 @12" O.C.

HP12X84

TOP & BOT

#10 @ 6" O.C.

TAPER EL +6.0

T/WALL EL +13.0

B/PILE CAP EL +1.5

T/PILE CAP EL +4.0

GROUND LEVEL EL +7.0

APPROX MINIMUM

T/WALL EL +13.0

B/PILE CAP EL -0.5

T/PILE CAP EL +2.0

GROUND LEVEL EL +5.0

APPROX MINIMUM

FLOOD SIDE PROTECTED SIDE

FLOOD SIDE PROTECTED SIDE

T/WALL EL +13.0

FLOOD SIDE PROTECTED SIDE

GROUND LEVEL EL +2.5

APPROX MINIMUM

4'-0" 4'-0"

2'-0"

2'-0"

5'-0" 5'-0"

2'-0"

M

IN

E

M B

E D

M E

N T

2'-0"

6'-3"2'-6"6'-3"

2'-0"

2'-2"

8"

8"

")4 ("8

")4 ("8

2'-2"

A706 GRADE 60

#8 REBAR, ASTM

(FIXED)

PILE CONNECTION TOP VIEW

(SEE NOTE 3 & 4)

PILE LENGTH, 60FT

BOT EL -20

CUTOFF WALL

PZ22

(SEE NOTE 3 & 4)

PILE LENGTH, 60FT

BOT EL -20

CUTOFF WALL

PZ22

BOT EL -20

CUTOFF WALL

PZ22

1'-4" MIN

1'-4" MIN

PILE CONNECTION ARE PINNED.

NOTES:

PILE CONNECTION ARE PINNED.

NOTES:

PILE CONNECTIONS ARE FIXED.

NOTES:

M

IN

E

M B

E D

M E

N T

1'-4" MIN.

STUDS 5" LONG

1" DIAM. SHEAR

CLEAR COVER

4" MIN.

M

IN

E

M B

E D

M E

N T

TOP & BOT

#8 @ 12" O.C.

TOP & BOT

#9 @ 10" O.C.

COVER

4" MIN. CLEAR

COVER

4" MIN. CLEAR

2'-0"

S-301

TYPICAL T - FLOOD WALL SECTION STA. 0+00 TO STA. 7+98

SCALE 2/5" = 1'

S-301

TYPICAL T - FLOOD WALL SECTION STA. 8+28 TO STA. 12+78

SCALE 2/5" = 1'

S-301

TYPICAL T - FLOOD WALL SECTION STA. 13+08 TO STA. 22+78.25

" = 1'2/5SCALE

M

IN

S-301

FIXED PILE CONNECTIONS

SCALE: NTS

STUDS 5" LONG

1" DIAM. SHEAR

BATTERED PILE CONNECTIONVERTICAL PILE CONNECTION

8"

8"

")4 ("8

")4 ("8

'-0

1'-4"

'-4

A706 GRADE 60

#8 REBAR, ASTM

A706 GRADE 60

#8 REBAR, ASTM

-0

-3

FLUTED FIN FINISH, TYP.

P

IL

E A

N D S

T U

D L

E N

G T

H U

P D

A T

A

U G

S

E P

PASSING THRU THE PILES.

MAXIMUM 1" OFFSET ON BOTH SIDES OF H-PILES ALLOWED FOR REBARS 10.

PINNED PILE CONNECTIONS LOCATED IN 5/S-302.9.

FLOODWALLS SHALL BE STAINED AND HAVE AN ANTI-GRAFFITI COATING.8.

METHODS.

TO FACILITATE CONSTRUCTION AS PART OF CONTRACTOR'S MEANS AND

MINIMUM OF 6" CRUSH STONE BASE, SHOWN SCHEMATICALLY, OR MUD SLAB 7.

T-FLOODWALL SECTION STA. 12+78 TO STA. 13+08 LOCATED IN 2/S-520.6.

T-FLOODWALL SECTION STA. 7+98 TO STA. 8+28 LOCATED IN 1/S-520.5.

BOTTOM TIP ELEVATION.

BATTER PILES BOTTOM TIP ELEVATION SHALL MATCH THE VERTICAL PILES 4.

ACTUAL PILE LENGTHS SHALL BE BASED ON THE PILE LOAD TEST.

THE PILE LENGTHS ARE STATED FOR ESTIMATING PURPOSES ONLY. THE 3.

SHEET S-303 AND S-304.

THE TYPICAL FLOODWALL SECTIONS FOR THE CLOSURE GATES ARE SHOWN ON 2.

S-307 TO S-310.

THE TYPICAL FLOODWALL SECTIONS FOR THE PIPES ARE SHOWN ON SHEET 1.

NOTES:

S T

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D B

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D

2 3

C

4 5

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IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

US Army Corps

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

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N Y

N E

W Y

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A N B

A Y S

A N

D Y H

O O

K B

A Y

P O

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O N

M O

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P H

A S

E I I, C

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J A

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S-302

T Y

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A L F

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N

HORIZ- #8 @ 12" O.C.

VERT- #10 @ 6" O.C.

TOP & BOT

#10 @ 6" O.C.

TOP & BOT

#8 @ 12" O.C.

TOP & BOT

#10 @ 6" O.C.

HORIZ- #8 @ 12" O.C.

VERT- #10 @ 6" O.C.

TOP & BOT

#8 @ 12" O.C.

FLOOD SIDE FLOOD SIDE PROTECTED SIDE

T/WALL EL +13.0

T/PILE CAP EL -2.5

TAPER EL +6.0

APPROX MIN GROUND

LEVEL EL +0.5

T/WALL EL +13.0

B/PILE CAP EL -2.5

T/PILE CAP EL +1.0

APPROX MIN GROUND

LEVEL EL +4.0

HP12X84

S-302

TYPICAL T - FLOOD WALL SECTION STA. 24+28.25 TO STA. 36+39

SCALE 2/5" = 1'

THREE BULB WATERSTOP

(T Y

P

W A

T E

R S

T

P

C T

H R

E E B

U

B

THREE BULB WATERSTOP

TEE (┴) WATERSTOP JOINT

FACTORY FABRICATED

3"

S-302

WITH SHEET PILE CUT-OFF WALL

TYPICAL T - FLOOD WALL MONOLITH JOINT

SCALE 2/5" = 1'

S-508

(TYP.)

WATERSTOP MATERIAL

WITH HYDROPHILIC

TO A MIN. DEPTH OF 3"

WIDTH OF WATERSTOP

PACK VOID OVER

(SEE NOTE 3)

PILE LENGTH, 60FT

PROTECTED SIDE

B/PILE CAP EL -6.0

COVER

4" MIN. CLEAR

COVER

4" MIN. CLEAR

PLAN VIEW

SIDE VIEW

L

/2

PILE FLANGE

SPLICER

(AS REQUIRED)

BACK-UP PLATE

PILE SPLICER

HP 12X84

2'-9"

M

IN

E

M B

E D

M E

N T

2'-9"

M

IN

E

M B

E D

M E

N T

(SEE NOTE 3 &4)

PILE LENGTH, 75FT

BOT EL -20

CUTOFF WALL

PZ22

BOT EL -20

CUTOFF WALL

PZ22

PILE CONNECTIONS ARE FIXED

NOTES:

PILE CONNECTIONS ARE FIXED

NOTES:

CUT-OFF WALL

PZ22

TYP.

S-302

AND STA. 47+42.61 TO 48+49

TYPICAL T - FLOOD WALL SECTION STA. 46+36 TO STA. 47+12.61

SCALE 2/5" = 1'

PROTECTED SIDEFLOOD SIDE

2'-0"

3'-0"

2'-0"

6'-0"6'-0"

1'-4" MIN.

6'-6" 6'-6"

1'-4" MIN.

S-302

PILE SPLICE DETAIL

SCALE: NTS

1'-6"

1'-4" MIN.

'-4

STUDS, 5" LONG

1" DIAM, SHEAR

STUDS, 5" LONG

1" DIAM, SHEAR

VERTICAL PILE CONNECTION BATTERED PILE CONNECTION

S-302

PINNED PILE CONNECTIONS

SCALE: NTS

2'-0"

2'-0"

-0

-3

TYP.

FLUTED FIN FINISH,

TYP.

FLUTED FIN FINISH,

S

E P

9.

CONTRACTOR'S MEANS AND METHODS.

OR MUD SLAB TO FACILITATE CONSTRUCTION AS PART OF

MINIMUM OF 6" CRUSH STONE BASE, SHOWN SCHEMATICALLY, 8.

BROADWAY CLOSURE GATE IS AT STA. 47+94 TO STA. 47+90.7.

LOCATED IN 4/S-519.

T-FLOODWALL SECTION STA. 47+12.61 TO STA. 47+42.61 6.

LOCATED IN 3/S-520.

T-FLOODWALL SECTION STA. 23+98.25 TO STA. 24+28.25 5.

VERTICAL PILE BOTTOM TIP ELEVATION.

BATTER PILE BOTTOM TIP ELEVATION SHALL MATCH THE 4.

ON THE PILE LOAD TEST.

PURPOSES ONLY. THE ACTUAL PILE LENGTHS SHALL BE BASED

THE PILE LENGTHS ARE STATED FOR ESTIMATING 3.

GATES ARE SHOWN ON SHEET S-303 AND S-304.

THE TYPICAL FLOODWALL SECTIONS FOR THE CLOSURE 2.

ARE SHOWN ON SHEET S-307 TO S-310.

THE TYPICAL FLOODWALL SECTIONS FOR THE PIPES 1.

NOTES:

PASSING THRU THE PILES.

MAXIMUM 1" OFFSET ON BOTH SIDES OF H-PILES ALLOWED FOR REBAR 11.

FIXED PILE CONNECTIONS LOCATED IN 4/S-301.10.

FLOODWALLS SHALL BE STAINED AND HAVE AN ANTI-GRAFFITI COATING.

S T

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D E

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N E

D B

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D E

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IP

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D

2 3

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4 5

A

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M A

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A P

P R

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P L

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

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K D

IS

T R

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A N

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T O

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R A

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A N B

A Y S

A N

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O O

K B

A Y

P O

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P H

A S

E I I, C

O N

T R

A C

A

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J A

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S I

D

S-303

6'-0"

3'-6"

2'-0"

B/PILE CAP EL -2.5

T/PILE CAP EL +1.0

FLOOD SIDE PROTECTED SIDET/PILASTER EL +15.0

"1"

T/GATE EL +13.0

T/CONC SEAL EL +4.1

#8 @ 8" O.C.

5'-1"

E M

B E

D M

E N

T

M

IN

T/CONC SEAL EL +4.1

T/GATE AND FLOODWALL EL +13.0

FLOOD SIDE PROTECTED SIDE

EL SEAL PL +4.14

TYP

HP 12X84 PILES,

4'-0"

#5 TIES @12" O.C.

(AS SHOWN)

22 #11 VERTICAL BARS

" =1'2

SCALE:

0 1' 2' 4' 8'

F L

O O

D W

A L L S

E C

T

IO

N S

C A

M P

B E

L L G

A T

E T

Y P

IC

A L

C FLOODWALL ALIGNMENTL

(SEE NOTE 5 & 6)

PILE LENGTH, 60FT

B/PILE CAP EL -2.5

T/PILE CAP EL +1.0

(SEE NOTE 5 & 6)

PILE LENGTH, 60FT

BOT EL -20

WALL

PZ22 CUT-OFF

4" CLR

1'-4" MIN

PILES CONNECTION ARE FIXED

NOTES:

2'-9"

BOT EL -20

WALL

PZ22 CUT-OFF

TOP & BOT

#10 @ 6" O.C.

TOP & BOT

#9 @ 12" O.C.

C FLOODWALL ALIGNMENTL

S-303

S-303

GATE SECTION THROUGH PILASTER NO 1 & 2

" = 1'

1SCALE

S-303

SECTION THROUGH PILASTER

" = 1'

1SCALE

0 5'

SCALE 2" = 5'

10'

11"

T/CONC SEAL EL +4.1

B/PILE CAP EL -2.5

T/PILE CAP EL +1.0

T/GATE AND FLOODWALL EL +13.0

2'-6" 3'-0"

TYP

2'-9"

(SEE NOTE 5 & 6)

PILE LENGTH, 60FT

BOT EL -20

WALL

PZ22 CUT-OFF

1'-4" MIN

HORIZ- #9 @ 12" O.C, E.F.

VERT- #10 @ 6" O.C., E.F.

4" MIN CLEAR COVER

PROTECTED SIDE

C FLOODWALL ALIGNMENT

HORIZ- #9 @ 12" O.C, E.F.

VERT- #10 @ 6" O.C., E.F.

FLOOD SIDE

TOP & BOT

#10 @ 6" O.C.

L

TOP & BOT

#9 @ 12" O.C.

2'-9"

11" 6'-3" 11" 6'-0"

4" MIN CLEAR COVER

1'-4" MIN

PILES CONNECTION ARE FIXED

NOTES:

S-303

GATE STORAGE SECTION STA 22+78.25 TO STA 22+90.75

" = 1'

1SCALE

PILES CONNECTION ARE FIXED

NOTES:

S-303

GATE STORAGE SECTION STA 23+55.75 TO STA 23+98.25

" = 1'

1SCALE

-0

-3

FINISH, TYP.

FLUTED FIN

FINISH, TYP.

FLUTED FIN

S

E P

FLOODWALL TRANSITION OCCURS AFTER STA. 23+98.2510.

FIXED PILE CONNECTIONS LOCATED IN 4/S-301.9.

FLOODWALLS SHALL BE STAINED AND HAVE AN ANTI-GRAFFITI COATING.

MAXIMUM 1" OFFSET ON BOTH SIDES OF H-PILES ALLOWED FOR REBARS PASSING THRU THE PILES. 11.

8.

GATE STORAGE SECTION STA 23+98.25 TO STA. 24+28.25 LOCATED IN 3/S-520.7.

BATTER PILES BOTTOM TIP ELEVATION SHALL MATCH THE VERTICAL PILES BOTTOM TIP ELEVATION.6.

THE PILE LENGTHS ARE STATED FOR ESTIMATING PURPOSES ONLY. THE ACTUAL PILE LENGTHS SHALL BE BASED ON THE PILE LOAD TEST.5.

THE PILES LENGTH ARE NOT SHOWN TO SCALE.4.

MINIMUM OF 6" CRUSH STONE BASE, SHOWN SCHEMATICALLY, OR MUD SLAB TO FACILITATE CONSTRUCTION AS PART OF CONTRACTOR'S MEANS AND METHODS.3.

ALL SECTIONS CALLOUTS AND DIMENSIONS ARE TYPICAL ALONG LENGTH OF T-WALL, UNLESS OTHERWISE SPECIFIED.2.

WHERE REINFORCEMENT TRANSVERSE TO WALL ALIGNMENT IS INTERRUPTED BY PILES, SHIFT BAR TO NEAREST SIDE OF PILE.1.

NOTES:

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IDENTIFICATION

SHEET

D A

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New York District of Engineers

A R

M Y C

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P S O

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IN

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N E

W Y

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N Y

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W Y

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T R

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S-304

T/PILASTER EL +15.0

T/GATE EL +13.0

#8 @ 8" O.C.

B/SSP EL -20.0

V-GROOVED CASTER (2 TOTAL)

CLOSURE GATE MONOLITH

SEE NOTE 3

PROTECTED SIDEFLOOD SIDE

EL SEAL PL +5.24

EMBEDDED SUPPORTS

C.R.S SEAL PLATE AND

SUPPORTS, TYP.

GATE TRACK AND EMBEDDED

THROUGH CUT OFF WALL, TYP

REINFORCEMENT BARS

CUT 1-1/2" HOLES TO PASS

SUPPORTS, TYP.

GATE TRACK AND EMBEDDED

2 - #5 BARS

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

F L

O O

D W

A L L S

E C

T

IO

N S

B R

O A

D W

A Y G

A T

E T

Y P

IC

A L

T/GATE EL +13.0

B/SSP EL -20.0

TYP

HP 12X84 PILES,

5'-6"

MIN.

COVER

CLEAR

4"

#5 TIES @12" O.C.

S-304

SECTION THROUGH PILASTER

SCALE 1/2" = 1'

PROTECTED SIDEFLOOD SIDE

B/FTG EL -2.5 B/FTG EL -2.5

T/PILE CAP EL +1.0 T/PILE CAP EL +1.0

T/CONC SEAL EL +5.2 T/CONC SEAL EL +5.2

CONNECTIONS

4/S-301 FOR PILE

DETAIL

SEE TYPICAL

0 5'

SCALE 2" = 5'

10'

" =1'2

SCALE:

0 1' 2' 4' 8'

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

1" RECESSED PANEL

4'-0"

4" CLR.

AS SHOWN

34 #11 VERTICAL BARS

4'-0"

EMBEDMENT

1'-4" MIN.

2'-9"

E M

B E

D M

E N

T

M

IN

EMBEDMENT

1'-6" MIN.

1'-3" "2

15'-21'-3"

W8x31 TYP.

V-GROOVED TRACK

"2 15'-2

"2

4" CL.

(SEE NOTE 5 & 6)

PILE LENGTH, 60FT

(SEE NOTE 5 & 6)

PILE LENGTH, 60FT

BOT. EL. -20

CUTOFF WALL

PZ22

BOT. EL. -20

CUTOFF WALL

PZ22

C FLOODWALL ALIGNMENTL

C FLOODWALL ALIGNMENTL

PILES CONNECTION ARE FIXED

NOTES:

PILES CONNECTION ARE FIXED

NOTES:

S-304

STA. 47+94.11 TO STA. 48+43.5

GATE SECTION THROUGH STORAGE SLAB

SCALE 2/5" = 1'

-0

-3

FLUTED FIN FINISH, TYP.

S-304

GATE SECTION THROUGH PILASTER NO 3 & 4

SCALE 2/5" = 1'

S

E P

MAXIMUM 1" OFFSET ON BOTH SIDES OF H-PILES ALLOWED FOR REBARS PASSING THRU THE PILES. 9.

FIXED PILE CONNECTIONS LOCATED IN 4/S-301.8.

FLOODWALLS SHALL BE STAINED AND HAVE AN ANTI-GRAFFITI COATING.7.

BATTER PILES BOTTOM TIP ELEVATION SHALL MATCH THE VERTICAL PILES BOTTOM TIP ELEVATION.6.

THE PILE LENGTHS ARE STATED FOR ESTIMATING PURPOSES ONLY. THE ACTUAL PILE LENGTHS SHALL BE BASED ON THE PILE LOAD TEST.5.

THE PILES LENGTH ARE NOT SHOWN TO SCALE.4.

MINIMUM OF 6" CRUSH STONE BASE, SHOWN SCHEMATICALLY, OR MUD SLAB TO FACILITATE CONSTRUCTION AS PART OF CONTRACTOR'S MEANS AND METHODS.3.

ALL SECTIONS CALLOUTS AND DIMENSIONS ARE TYPICAL ALONG LENGTH OF T-WALL, UNLESS OTHERWISE SPECIFIED.2.

WHERE REINFORCEMENT TRANSVERSE TO WALL ALIGNMENT IS INTERRUPTED BY PILES, SHIFT BAR TO NEAREST SIDE OF PILE.1.

NOTES:

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D E

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D E

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IP

T

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2 3

C

4 5

A

B

M A

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A P

P R

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F

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B E

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E

S U

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T E

D B

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P L

O T S

C A

L E

D A

T E

M A

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D E

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IP

T

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N

C O

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R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

IS

S

U E D

A T

E

New York District of Engineers

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

H U

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A N

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T O

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A M

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U C

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R A

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A N B

A Y S

A N

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O O

K B

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E I I, C

O N

T R

A C