DwgSet15.pdf

S-420

A .A

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4.4978"

4.4964"

M

IN

DRILL AND TAP FOR

18" GREASE FITTING

116" CHAMFER

DRILL 316"

DRILL 58"

BREAK CORNERS

HIGH STRENGTH C.R.S.

14"R

234" - 6UNC-2A FOR MK 3

SCALE: 6" = 1’-0"

MK-12

M

IN

112"%%c BOLT, C.R.S.

FLAT WASHER

1916" I.D. X 314" O.D.

X 516" THK. C.R.S.

SCALE: 6" = 1’-0"

MK-11

SCALE: 3" = 1’-0"

MK-10

ANCHOR BOLT BUSHING

18" R GREASE GROOVE,

6 EQUALLY SPACED

512"%%c (FN 2 FIT)

SEE MK 7

4.5014"

4.5000"

334" 1’-34" 334"

1’-814"

PL 18"

1116"R

SCALE: 3" = 1’-0"

MK-17

SHIM

SCALE: 3" = 1’-0"

MK-19

PLATE

214" 1’-34" 214"

1’-514"

DRILL 2 - 1516"%%c HOLES

FOR MK 18 BOLTS

SCALE: 3"=1’

3" 6" 9" 12"

SCALE: 6"=1’

3" 4"2"1"

(S H

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TOP HINGE SHAFT

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G A

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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S-421

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A

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Hurricane Protection

Office

A P

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S-322

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X X

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SCALE: 3"=1’

3" 6" 9" 12"

4S D

C I

II

SCALE: 6"=1’

3" 4"2"1"

(S H

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O

F

1’-312"%%c (FN 2 FIT)

SEE MK 8

18"R GREASE GROVE,

6 EQUALLY SPACED

SCALE: 6" = 1’-0"

BUSHING

MK-14

6.750"

1’-5"

C.R.S.

6.994"

6.990"

116" CHAMFER

HIGH STRENGTH

C.R.S.

116" CHAMFER

A

A

SCALE: 6" = 1’-0"

MK-13

THRUST WASHER - SECTION A-A

SCALE: 3" = 1’-0"

BEARING PEDESTAL

6"

2’-6"

FLAT WASHER

1516" I.D. X 3" O.D. X 14" THK.

C.R.S.

MK 19

SCALE: 3" = 1’-0"

ANCHOR BOLT

114"%%c BOLT, C.R.S.

MK-16

3/16

212" 6" 6" 212"

DRILL 8 - 1916"%%c HOLES

FOR MK 9 BOLTS

18"R GREASE GROOVE,

6 EQUALLY SPACED

12"%%c

1/4

1/2

6.754"

7 1516"

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S-422

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-PARTS DETAILED-

MARK NO. QUANTITY DESCRIPTION MATERIAL

AS REQ’D

NOTE: QUANTITIES SHOWN ARE FOR ONE COMPLETE TWO LEAFED MITERED SWING GATE.

BEARING

PEDESTAL

PARTS NOT DETAILED

9 16

10 16

SET SCREW - HEX SOCKET, 1’’ %%c x 2 1/2’’ LONG, CLASS 3A, FLAT POINT

NUT, HEAVY HEX 2 3/4’’-6 UNC-2B, W/ FLAT WASHER 2 7/8’’ I.D. x 4

1/4’’ O.D. x 5/16’’ THK.

GREASE SEAL, GARLOCK KLOZURE NO. 63 - 2176 OR EQUAL

GREASE SEAL, GARLOCK KLOZURE NO. 53 - 2753 OR EQUAL

GREASE FITTING, 1/8’’ N.P.T. TYPE

MECHANICAL TUBING, 6 3/4’’ O.D. x 5 1/2" I.D. 10 1/2" LONG

MACHINED FOR FN 2 FIT BETWEEN I.D. OF TUBING AND

O.D. OF MK-11 BUSHING

1 1/2"%%c x 3’-6’’ LONG HEX BOLT WITH NUT & FLAT WASHERS

BUSHING, 5 1/2’’ O.D. x 4 1/2’’ I.D. x 9 1/2’’ LONG

TOP HINGE SHAFT., 4.49’’ O.D.x16 1/2’’ LONG

BASE PLATE 2" x 2’-3 1/2" x 2’-3 1/2"

PLATE 3/8 x 4 1/2" x 1’-5 1/4"

1 1/4"%%cx2’-6" LONG HEX BOLT WITH NUT & WASHER

SHIM PLATE 1/8" x 5" x 1’-8 1/4"

FED. SPEC. FF-S-200A(2)

C.R.S., ALLOY 304

ASTM A-194/A-194M-01a, GRADE B8M, STRAIN-HARDENED

COMMERCIAL GRADE

COMMERCIAL GRADE

COMMERCIAL GRADE

A-513, TYPE 6

A-513, TYPE 6

SAME AS MARK NO. 2

SAME AS MARK NO. 2

B-22, NO.863

STEEL A-572, Gr. 50

SAME AS MARK NO. 2

STEEL A-572, Gr. 50

A-276, TYPE 431

STEEL A-572, Gr. 50

B-22, NO.863

B-22, NO.863

A-276, TYPE 431

3/16

TYP

1 3/4"%%cx1’-5 3/8" LONG HEX BOLT WITH NUT AND FLAT WASHER

1 13/16’’ I.D. x 3 3/4" O.D.x 5/16’’ THK.

ASTM A-193/A-193M-04b, CLASS 2B, GRADE B8, STRAIN-HARDENED

MECHANICAL TUBING, 8 3/4’’ O.D. x 7 1/2’’ I.D. x 10 3/4’’ LONG

MACHINED FOR FN2 FIT BETWEEN I.D. OF TUBING AND

O.D. OF MK-14 BUSHING

1 1/2"%%c x 6’’ LONG HEX BOLT WITH NUT AND FLAT WASHER

1 9/16’’ I.D. x 3 1/2’’ O.D. x 5/16’’ THK.

THRUST WASHER, 7 7/16’’%%c WITH 1/2’’ HOLE

BUSHING, 8 1/2’’ O.D. x 7 1/2’’ I.D. x 9 1/4’’ LONG

PLATE 3" x 17" x 17"

A-276, TYPE 304,

STRAIN HARDENED & COLD FINISHED

2"

MK 9

258" 514" 578" 578" 514" 258"

2’-312"

SCALE: 3" = 1’-0"

BASE PLATE

MK-15

DRILL AND TAP THROUGH PLATE

FOR LEVELLING BOLT 34"%%cX5" LONG

(ASTM A-449/SAE J429, GRADE 5)

12UNF-2A THREADS. REMOVE

LEVELLING BOLT AFTER SETING

GROUT. (TYP. 3 PLACES)

DRILL 8 - 1916"%%c HOLES

FOR MK 10 BOLTS

DRILL 8 - 1916"%%c HOLES

FOR MK 9 BOLTS

SCALE: 3"=1’

3" 6" 9" 12"

(S H

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NOTE:

1. SEE SHEET S-420 AND S-421 FOR

PARTS DESCRIBED IN TABLE ABOVE.

SHAFT. 7"%%c x 13 1/8’’ LONG

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3/16

1/4

PL 2" X 2’-278"

A

A

BEARING PL

SKIN PL 516"

W24X192

PIPE CAP 212" 0 STD.

PASS PIPE

THRU 34" PL

PL 12"X4"

3/16

3/16

PIPE 212"%%c STD.

PASS BODY PORTION

OF SHOULDER NUT

THRU 3/4 PL.

FILL INSIDE OF

PIPE WITH GREASE

DRILL AND TAP FOR 18"

NPTF STAINLESS STEEL

"ALEMITE" FITTING NO.

1961-S OR EQUAL

A SECTION

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

SKIN PL 516"

PL 12"X6"

W24X192

L 8X8X1/2

BOTTOM SEAL

STORAGE PAD

C /L

W

X

TOP OF SLAB

EL. 14.0

STORAGE PAD

TOP OF SLAB

EL. 14.0

PL 58"X1’-034"

"SIMPLEX" SHOULDER NUT,

PART NO. 112" NS-25 AS

MANUFACTURED BY TEMPLETON,

KENLY & CO. OR EQUAL

SCALE: 3"=1’

3" 6" 9" 12"

"SIMPLEX" SCREW AND CAP

ASSEMBLY, MODEL NO. 1 12"

BC-30-12 AS MANUFACTURED

BY TEMPLETON, KENLY & CO.

OR EQUAL

PLAN

ELEVATION

1’-0"

1 1/2 "

/2

/2

P

L A

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(4) 3/4"%%cx4" LONG STUDS

SCALE: 3"=1’-0"

SCREW JACK BEARING PLATE DETAIL

PL 34" X 6"

W24X192

PL 2" X 2’-278"

BAR 134" X 134" X 10"

END PL 2"

PL 58" X 12 34"

SKIN PL 516"

212" 212"

612"

C /L

W

X

GATE JACK PLAN

SCALE: 3" = 1’-0"

MITER SEAL

(FOR DETAILS

SEE SHEET S-411)

PROTECTED SIDE ELEVATION

C /L

S C

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W A

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P

IP

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SCREW JACK

BEARING PL

(SEE DETAIL)

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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11"

AA

PL1/2X7X0’-11"(GALV.)

FIRST POUR

SECOND POUR

BOTTOM SEAL

SEAL PL

C.J.

L 8X8X1/2

8"

NOMINAL

5" 5"

EDGE OF BASE SLAB

(PROTECTED SIDE)

12"X12" CLEAR OPNG.

CAST GRAY IRON

FRAME & LID,

SEE SPECS.

6" 6"

C.J.

1/4

GATE STOP,

SEE DETAIL

C/L SEAL PLATE

C/L HINGE & W24

FOR GATE STOP DETAILS

SEE SHEET S-425

GATE LEAF BOTTOM GIRDER

SCALE: 3" = 1’-0"

GATE STOP WITH GATE IN CLOSED POSITION

(TYPICAL RIGHT AND LEFT LEAVES)

A SECTION

SCALE: 3" = 1’-0"

SCALE: 3"=1’

3" 6" 9" 12"

PL 12" X 7"X 11"

TS 10" X 6" X 12" (GALV.)

18" CL.

C

L

C

L

C/L TS 10"X6"X12" AND FRAME

& LID CASTING

1’-1014"

1’-514"

TS 10"X6"X12"(GALV.)

512" 512"

5’-418"

TOP OF BASE SLAB, EL. VARIES

TOP OF LID

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US Army Corps of Engineers

Hurricane Protection

Office

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A T

E

/2

W8X15

B E

V E

L F

L A

N G

E

2"

2"

SKIN PL.

PL3/8X5X0’-51/2"

PADLOCK,

SEE SPECS.

GATE STOP,

SEE DETAIL.

STRAP, SEE DETAIL.

4"

/8 c H

O L

ESHIM PLS THICKNESS X 8 X 1’-0"

3/16

B B

8"

MIN. RADIUS

W8x15

3/16

1/4

2"

GATE STOP

SEE DETAIL

SKIN PL

TOP OF BASE SLAB

TYP.

W24

C/L WELDED STUDS

AND HOLES

1/4

PLAN

ELEVATION

ELEVATION

PLAN

SCALE: 3" = 1’-0"

GATE STOP DETAIL

SCALE: 3" = 1’-0"

STRAP DETAIL

B SECTION

SCALE: 3" = 1’-0"

SCALE: 3"=1’

3" 6" 9" 12"

SOLID NEOPRENE RUBBER, SOFT GRADE

(40 DUROMETER), 12" THICK X 4" X 818",

CLIP TWO (2) CORNERS SAME AS SHOWN

FOR W8 FLANGE. EPOXY TO 12" BASE PL.

MARINE FENDER, "D" SHAPE,

"D" BORE (4X4X2) AS MFD. BY

GOODYEAR TIRE & RUBBER

CO. OR EQUAL.

WELDED STUDS - 12"%%c -13UNC-2AX278"

CPL THREADED W/ HEX. NUTS AS

MANUFACTURED BY NELSON DIVISION

OF TRW INC. OR EQUAL.

SHIMS=4116", 118"

58"%%c HOLES

STIFF. PL 38"

112"

512"

312"

C/L 12"X2" SLOTTED HOLES IN 38" PL

WASHER PL 316" X 112" X 1’-0"

34"

112"

BAR 112" X 38"

34"

38"%%c HOLE

STIFF. PL 38"

PL 34"X3"X11"

BASE PL 12"X4"X818", CLIP

TWO (2) CORNERS SAME AS

SHOWN FOR W8 FLANGE

12"X2" SLOTTED

112"

412"

112"%%c HOLE

" 1

STIFF PL 38"

STIFF PL 38"

PL 34"X3"X11"

BASE PL 12"X4"X818"

38" HOLE IN PLS FOR PADLOCK

58"

12" R.

GATE POST

F

IL

E N

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US Army Corps of Engineers

A P

P R

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SHEET

IDENTIFICATION

L A

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P O

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C H

A R

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IN

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IN

IT

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D R

R S

F L

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D W

A L

L

G A

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S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-426

.A

X X

X S

D C

I

II

L A

K E

T E

R R

A C

E M

IT

E

R G

A T

E

TOP OF GATE, EL 18.5

TOP OF SLAB, EL 14.0

L 8X8X1/2 BOTTOM OF W24X192 BOTTOM OF

END PLATES

W24X192

W24X192

BOTTOM SEAL

SCREW

JACK

(TYP.)

SKIN PL

SCALE: 1" = 1’-0"

DETAIL OF MITER GATE LEAF’S CLOSING LINKS

PROTECTED SIDE ELEVATION

RIGHT LEAFLEFT LEAF

A S-426

S-427

A S-426

S-427

RIGHT LEAFLEFT LEAF

PROTECTED SIDE

FLOOD SIDE

SCALE: 1" = 1’-0"

SCALE:1"=1’

1’ 2’

CLOSING LINK WHEN

GATE IN OPEN POSITION

SCREW JACK

PLAN

CLOSING LINK SEE DWG. S-427

LATCHING LINK SEE DWG. S-428

NOTE:

1. CONTRACTOR SHALL PROVIDE 2 PAD LOCKS FOR

CLOSING AND LATCHING LINKS. ALL PAD LOCKS

KEYED ALIKE. SEE SHEET S-427 AND S-430 FOR

FURTHER REQUIREMENTS.

C L

O S

IN

G

L

IN

K D

E T

A

IL

S

S H

E E

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US Army Corps of Engineers

A P

P R

D

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C R

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M A

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A P

P R

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A T

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M A

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SHEET

IDENTIFICATION

L A

K E

P O

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C H

A R

T R

A

IN

A N

D V

IC

IN

IT

Y

E B

A N

K O

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E A

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C A

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L T

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L

A

H S

D R

R S

F L

O O

D W

A L

L

G A

T E

S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-427

.A

X X

X S

D C

I

II

L

A K

E T

E R

R A

C E

M

IT

E R

G A

T E

2"

2" 6"

3 1/2"

BAR 1"%%c, HIGH STRENGTH C.R.S.

SKIN PL 5/16

TWO END THREADS

C/L 1 1/8" %%c HOLES

IN 1/2" PLS.

C/L CLOSING LINK

TOP W24x192

PL WASHER 1/4 X 2 1/4" %%c C.R.S.

TOP W24x192

THD.

SKIN PL 516"

412" 412"

THD.

312" 312"

1’-1118" 234" 1’-1118"

END PL 2"

112" 112"

A

A

4’-1" 2’-012"

W24x192

B

B

312" 312"

112" 112"

TWO END THREADS

TO BE FILLED WITH

WELD MAT’L. C.R.S.

1"%%cX6" STANDARD

TURNBUCKLE, C.R.S.

1"%%cX4" HEX. BOLT WITH HEX.

NUT (ASTM F593, GROUP 2,

CONDITION CW, 316 ALLOY.

B SECTIONA SECTION

PLAN OF CLOSING LINK

SCALE: 3" = 1’-0"

(PLAN OF CLOSING LINKS 2 AND 3 SIMILAR)

NOTE:

1. SCREW JACKS NOT SHOWN FOR CLARITY.

NOTE:

1. PROVIDE 516"%%c HIGH STRENGTH ZINC-PLATED

PADLOCK KEYED ALIKE WITH O.L.D. PADLOCKS.

COORDINATE KEYING WITH O.L.D.

TO BE FILLED WITH

WELD MAT’L. (C.R.S.)

SCALE: 3"=1’

3" 6" 9" 12"

" 5

312"

SKIN PL 516"

IN 12" PLS.

C/L 118"%%c HOLES

C/L 38"%%c HOLE FOR PADLOCK

(PADLOCK NOT SHOWN)

C

C

C SECTION (SIMILAR)

TYP.

3/16

L8x8x1/2"L8x8x1/2"

CLOSING LINK WHEN

GATE CLOSED (MITERED)

BAR 1"%%c, HIGH

STRENGTH C.R.S.

1"%%c STD. EYEBOLT, HIGH STRENGTH C.R.S.PL 12"

(TYP.)

BAR 1"%%c, HIGH

STRENGTH C.R.S.

C L

O S

IN

G

L

IN

K D

E T

A

IL

S

S H

E E

T

O F

A S-426

S-427

SCALE: 3" = 1’-0" SCALE: 3" = 1’-0"

PLAN OF CLOSING LINK

SCALE: 3" = 1’-0"

F

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US Army Corps of Engineers

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IDENTIFICATION

L A

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P O

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G A

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S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

SCALE:3/16"=1’

0 4’ 8’ 12’

S-428

J.

Y

P .G

S

D C

I

II

N

L A

K E

T E

R R

A C

E M

IT

E

R G

A T

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179.9417% d

78.7901%%d

L A

T C

H

IN

G D

E T

A

IL

S

S H

E E

T

O F

SCALE: 3/16"=1’-0"

LAKE TERRACE GATE OPEN LAYOUT

MONOLITH B1-3

MONOLITH B1-4

GATE MONOLITH

MITER GATE LEFT LEAF

IN STORAGE POSITION

MITER GATE RIGHT LEAF

IN STORAGE POSITION

NO FRACTURED FIN FINISH

ON FLOOD SIDE OF THIS WALL

UP TO STORAGE COLUMN.

NO FRACTURED FIN FINISH

ON FLOOD SIDE OF THIS WALL

UP TO STORAGE COLUMN.

STORAGE COLUMN

(SEE SHT. S-429)

STORAGE COLUMN

(SEE SHT. S-429) F

IL

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G A

T E

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L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

SCALE: 3/4"=1’-0"

SCALE: 3/4"=1’

0 1’ 2’ 3’

L A

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R R

A C

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R G

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L A

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IN

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IL

S

S H

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S-429

J.

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S D

C I

II

SCALE: 3/4"=1’-0"

LEFT GATE LEAF STORAGE COLUMN

SCREW JACK

SCREW JACK

STORAGE COLUMN

STORAGE COLUMN

/4

1’-7 1/2 "

1’-7 1/2 "

1 7/8 "

1 7/8 "

/2

N

N

/8

STORAGE COLUMN

STORAGE COLUMN

A

A

B

B

EL. 18.5

EL. 14.0

EL. 18.5

EL. 14.0

LEFT GATE LEAF

RIGHT GATE LEAF

A

SCALE: 3/4"=1’-0"

ELEVATION AT SECTION

B

SCALE: 3/4"=1’-0"

ELEVATION AT SECTION

EL. 11.0

EL. 11.0

2’-3 1/4 "

2’-4 1/2 "

2’-0"

2’-0"

WALL

WALL

C /L

L A

T C

H

IN

G L

IN

K

C /L

L A

T C

H

IN

G L

IN

K

7 - # 6 VERTICAL BARS

EQUALLY SPACED

REINFORCING

DETAILS

(SEE PLAN)

7 - # 6 VERTICAL

BARS EQUALLY

SPACED

REINFORCING

DETAILS

(SEE PLAN)

T-WALL MONOLITH B1-4

T-WALL MONOLITH B1-3

# 6 HORIZONTAL BARS

@ 12" O.C. VERTICALLY

# 6 HORIZONTAL BARS

@ 12" O.C. VERTICALLY

RIGHT GATE LEAF STORAGE COLUMN

F

IL

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IDENTIFICATION

L A

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G A

T E

S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-430

.A

X X

X S

D C

I

II

L A

T C

H

IN

G D

E T

A

IL

S

S H

E E

T

O F

L A

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A C

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E

7"

" 7

6"2"

1"%%c ANCHOR ROD, HIGH STRENGTH C.R.S.

T Y

P

LATCHING LINK

C/L LATCHING LINK

(NOMINAL POSITION).

BAR 1"%%c, HIGH STRENGTH C.R.S.

(PADLOCK NOT SHOWN)

D SECTION

SCALE: 3" = 1’-0"

E SECTION

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

SECTION OF LATCHING LINK

SCALE: 3" = 1’-0"

PLAN OF LATCHING LINK

D

D

E

E

STORAGE

COLUMN

1"%%c STD. EYEBOLT, HIGH STRENGTH C.R.S.

1"%%c X 6" STANDARD

TURNBUCKLE, C.R.S.

TWO END THREADS

TO BE FILLED WITH

WELD MAT’L. C.R.S.

BAR 1"%%c, HIGH

STRENGTH C.R.S.

END PL 2"

W24X192

BAR 1"%%c HIGH

STRENGTH, C.R.S.

934" 1038"

1’-10" 234" 1’-10"

3’-101116"

SCALE: 3"=1’

3" 6" 9" 12"

C/L 38"%%c HOLE FOR PADLOCK

312"

PL WASHER 14"X214"%%c C.R.S.

SKIN PL 5/16"

C/L LATCHING LINK

512"

278"

L 8X8X12

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

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D B

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2 3

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4 5

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S t r u c t u r a l

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US Army Corps of Engineers

A P

P R

D

A T

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C R

IP

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A P

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A T

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R K

SHEET

IDENTIFICATION

L A

K E

P O

N T

C H

A R

T R

A

IN

A N

D V

IC

IN

IT

Y

E

B A

N K

O R

L E

A N

S C

A N

A L

T O

W B

A N

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A N

A L

O R

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.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

SECTION THRU WEB

PILE BATTER,

SEE PILE PLAN

VERTICAL PILE

SEE PILE PLAN

THEORETICAL HORIZONTAL

PILE LAYOUT

EXCAVATION LINE FOR

CUT-OFF ELEVATION

C/L PILE

C/L PILE

C/L SPLICE PLATES

(T Y

P

1’’ RETURN, SEAL WELD

REMAINING EDGES (TYP)

WEB

WEB ELEVATION

SCALE:1"=1’

1’ 2’

1’ 2’0 6"

SCALE:1-1/2"=1’

NOTES:

1. FOR PILE CUT-OFF ELEVATIONS, SEE PILE SCHEDULE DWG. S-106.

2. PILE CUT-OFF DIMENSIONS ARE MEASURED PERPENDICULAR TO

EXCAVATION LINE.

T E

N S

IO

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P

IL

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N E

C T

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S

P L

IC

E

D E

T A

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8S

D C

I

II

S-501

D .A

.K

J .D

.T

SCALE: 1 12" = 1’ - 0’’

HP14 X 73 PILE SPLICE

SCALE: 1’’ = 1’-0’’

PILE CUT-OFF DETAIL

AA

ASECTION

SCALE: N.T.S.SCALE: N.T.S.

TENSION PILE CONNECTION DETAIL

FLANGE ELEVATION WEB ELEVATION

PILE CUT-OFF EL.PILE CUT-OFF EL.

414"414"

T Y

P

M

IN

NOTES:

1. THE FOUR FLANGE PLATES SHALL BE IN PLACE

BEFORE THE GROOVE WELDS ARE MADE.

2. GROOVE WELDS SHALL BE GROUND SMOOTH

FOR FLUSH FIT OF OVERLAPPING SPLICE

PLATES AS REQUIRED.

C/L HP PILE

C/L HP PILE

C/L HP PILE

C/L (3)2"x5/8" FLAT BARS

ASTM A572

C/L HP PILE

1/2

1/2

4" STABILIZATION SLAB

WELD ON THE SIDES TYPICAL

FOR ALL FLAT BARS. WELDING

SHALL BE PERFORMED

UNDER SHOP CONDITIONS.

PL 34"X6"X1’-0"

PL 34"X6"X1’-0"

(3) 2"X58" FLAT BARS

ASTM A572

PL 34"X6"X1’-0"

PL 38"X312"X9’’ (BOTH FLANGES)

PL 38"X9"X9’’

(ONE SIDE ONLY)

PL 38"X312"X9’’PL 38"X9"X9’’ (ONE SIDE ONLY)

PL 38"X312"X9’’

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US Army Corps of Engineers

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A T

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M A

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SHEET

IDENTIFICATION

L A

K E

P O

N T

C H

A R

T R

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IN

A N

D V

IC

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IT

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A N

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G A

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S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

T.O. SHEET PILE

BASE SLAB

BOTTOM OF

T-WALL MONOLITH T-WALL MONOLITH

BOTTOM OF STABILIZATION SLAB

T.O. BASE SLAB (VARIES)

C/L T-WALL JOINT

A S-502

S-503

A S-502

S-503

TOP OF T-WALL (VARIES) TOP OF T-WALL (VARIES)

SCALE: 3/4" = 1’-0"

0 1’ 2’ 3’

SCALE: 3" = 1’-0"

3" 6" 9" 12"

C/L JOINT

(T Y

P

JOINT SEALANT (TYP.)

THREE SIDES

THREE SIDES

GROOVE WELD SHALL EXTEND THE FULL LENGTH OF THE

SHEET PILE WEB AND FLANGES EXCLUDING THE INTERLOCKS.

SEE NOTE ’’A’’

PZ-22 SHEET PILE

PZ-22 SHEET PILE

SECOND WELD,

THIRD WELD,

FIRST WELD,

3"

8"

3"

3"

8"

3"

"A

A

SCALE: 3’’ = 1’ - 0’’

TYPICAL JOINT SEALANT DETAIL

SCALE: 3/4" = 1’-0"

TYPICAL JOINT ELEVATION

SCALE: 3"= 1’-0"

TYPICAL SHEET PILE SPLICE DETAIL

PLAN SECTION A

45%%d

TYPICAL CORNER REINFORCING DETAIL

TOP BAR LAP LENGTH

16 x BAR %%c x B

A R c

V A

R

IE

S

NOTE ’’A’’

14’’ X 12’’ NEOPRENE SHEET ON BACKFILL FACE

OF WALLS, TERMINATED 2’’ ABOVE FINISH GRADE.

NEOPRENE SHEET SHALL BE GLUED TO CONCRETE

PRIOR TO BACKFILL PLACEMENT.

THREE BULB

WATERSTOP

12’’ PREFORMED

JOINT FILLER

S-502

NOTES:

1. SEE DWG. G-004 FOR GENERAL NOTES.

2. SEE DWG. G-005 FOR STRUCTURAL NOTES.

SEE MONOLITH PLANS

FOR WALL REINFORCING

DIAGONAL BAR SIZE AND

SPACING TO MATCH

RE-ENTRANT SIDE

HORIZONTAL REBAR SIZE AND

SPACING. STAGGER SPACING

W/ HORIZONTAL BARS

U-BAR, MATCH HORIZONTAL

BAR SIZE AND SPACING

NOTE:

1. DETAIL APPLIES TO ALL CORNERS.

(S H

E E

T

O F

T -W

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S

34" CHAMFER (TYP)

SPLICE PL 38"X8"X6"

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A P

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A T

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M A

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SHEET

IDENTIFICATION

L A

K E

P O

N T

C H

A R

T R

A

IN

A N

D V

IC

IN

IT

Y

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B A

N K

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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S-503

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O F

THREE-BULB WATERSTOP,

SEE DETAIL

D

D/2D/2

T -W

A L

L T

-W A

L L

EXPANSION JOINT

9’’

1’’ Ø

M

O N

O L

IT

H

J O

IN

T

M

O N

O L

IT

H

J O

IN

T

5"

D

D/2D/2

D/2 D/2

D 9’

12"

6" R

MIN.

THREE-BULB

WATERSTOP

C/L SHEETPILING

4" STABILIZATION SLAB

A

12" PREFORMED

EXPANSION JOINT

38" Ø C.R.S. BOLTS W/

OVERSIZED WASHERS (TYP)

SHEETPILE

TO PLATE

TYPICAL T-WALL JOINT

SCALE: 34" = 1’-0"

SEE DETAIL 1

DETAIL

SCALE 3" = 1’-0"

SECTION

SCALE 3" = 1’-0"

B D

SECTION

SCALE 3" = 1’-0"

C

SECTION

SCALE 3" = 1’-0"

A

DETAIL

N.T.S.

SECTION

N.T.S.

D

THREE-BULB WATERSTOP

SCALE: 1" = 1’-0"

SHEET PILE INTERLOCK

UNALIGNED WITH THE WALL JOINT

B

C

D

SCALE:1"=1’

1’ 2’ 0

SCALE: 3"=1’

3" 6" 9" 12"

SCALE:3/4"=1’

0 1’ 2’ 3’

TYPICAL EXPANSION JOINT

3 BULB WATER STOPNEOPRENE RUBBER SHEET

3 BULB WATER STOP

38" PL

3 BULB WATER STOP

CONNECTION MATERIAL

SEE DETAIL 1

SEE DETAIL 2

THREE BULB

WATER STOP

STABILIZATION SLAB

THREE BULB

WATER STOP

STABILIZATION SLAB

38" PL

12" PREFORMED

EXPANSION JOINT

SHEETPILINGSHEETPILING

SHEETPILING

SHEETPILING

38" Ø C.R.S. BOLTS W/

OVERSIZED WASHERS

(TYP)

BACKER ROD

12" POLYURETHANE JOINT SEALANT.

INSTALLATION PER MANUFACTURER’S

RECOMMENDATION. TOOL SEALANT

TO PROFILE SHOWN.

NOT FOR CONSTRUCTION

SUBJECT TO CHANGE

PRELIMINARY - 95%

PACK HOLE IN WATERSTOP

TO A MINIMUM DEPTH OF 3"

WITH HYDROPHILIC WATER

STOP MATERIAL (TYP.)

ELASTOMETIC JOINT SEALANT

(TYP)

38" Ø C.R.S. BOLTS W/

OVERSIZED WASHERS

(TYP)

38" Ø C.R.S. BOLTS W/

OVERSIZED WASHERS

(TYP)

SHEET PILE INTERLOCK

ALIGNED WITH THE WALL JOINT

PACK VOID WITH

HYDROPHILIC WATER

STOP MATERIAL (TYP.)

V A

R

IE

S

12" PREFORMED

NEOPRENE

RUBBER SHEET

38"X8"X1’-6"

T

Y P

112"

(TYP)

T

Y P

112" MIN.

(TYP)

1" MIN.

2"

NEOPRENE RUBBER SHEET

12"X212"X212" (TYP)

34" Ø 14" R

14" R

112" Ø

F

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US Army Corps of Engineers

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A P

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A T

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SHEET

IDENTIFICATION

L A

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P O

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C H

A R

T R

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IN

A N

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IC

IN

IT

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A N

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

T-WALLUNCAPPED SHEET PILING

SCALE: 3/4" = 1’-0"

11"

T -W

A L

L S

T E

M

C/L UNCAPPED SHEET PILING

C/L T-WALL STEM

T-WALLUNCAPPED SHEET PILING

SECTION A

SCALE: 34" = 1’

BASE SLAB

BOTTOM OF

BOTTOM OF STABILIZATION SLABSEE BONDING NOTE

BOND CABLE,

SHEET PILE INTERLOCKS

TOP OF SHEET PILING

9’

TOP OF BASE SLAB

18 GAGE SHEET METAL

SHEET PILE SLIP JOINT

SEE PROFILE

FOR ELEVATIONS,

NOTE:

4"

TOP OF T-WALL

18 GAGE SHEET METAL CAP

TOP OF SHEET PILING

A A

B B

DETAIL OF TYPICAL TRANSITION FROM

T-WALL TO STEEL SHEET PILING

PZ 22

SHEET PILING

SHEET PILING SLIP JOINT

PACKED WITH PLASTIC

SEALANT MEETING

FEDERAL SPEC.

SS-S-210A

18 GAUGE STEEL SHEET METAL,

CUT TO FIT SHEET PILE

6 U-BARS @ 6" O.C.

T-WALL BASE SLAB

T-WALL BASE SLAB

PZ 22 SHEET PILING

S-504

D E

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IL

O

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IN

G

SECTION A

SCALE: 1" = 1’

1. #6 REINFORCING BAR TO BE WELDED TO THE TOP OF EACH STEEL SHEET PILE.

2. #6 REINFORCING BAR SHALL NOT EXTEND ACROSS THE MONOLITH JOINT.

3. INSTALL FLEXIBLE JUMPER AT ALL T-WALL JOINTS AND AT ALL TRANSITIONS FROM

T-WALL TO STEEL SHEET PILING.

4. JUMPERS SHALL BE INSULATED, NO. I/0 AWG COPPER, TYPE USE, INSULATED WITH A

MINIMUM OF 95 WILS OF CROSS LINKED POLYETHELENE IN A 8" Ø LOOP.

5. JUMPERS SHALL BE WELDED AS SPECIFIED TO ADJACENT STEEL SHEET PILES,

ONE FOOT BELOW THE BOTTOM OF BASE SLAB FOR T-WALL JOINTS AND AT

TRANSITIONS FROM T-WALL TO STEEL SHEET PILING.

6. WELDED CONNECTIONS SHALL BE COATED WITH SPLICING EPOXY TO OBTAIN MOISTURE PROOF

JOINT. SEE SPECIFICATIONS.

BONDING NOTE:

SHEET PILING SLIP JOINT

PACKED WITH PLASTIC

SEALANT MEETING

FEDERAL SPEC.

SS-S-210A

UNCAPPED SHEET PILING T-WALL

T Y

P

18 GAUGE STEEL SHEET METAL,

CUT TO FIT SHEET PILE

STOP BOTTOM REINFORCING

STEEL AT SLIP JOINT

6 U-BARS @ 6" (BURN HOLE IN

STEEL PLATE TO PASS TIES)

PZ 90 CONNECTOR

BY PILEPRO

PZ 90 CONNECTOR

BY PILEPRO

PZ 22

11"

8 12"

PZ 22

112"

812"

"1

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US Army Corps of Engineers

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IDENTIFICATION

L A

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P O

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C H

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

C I

II

D .A

.K

J .D

.T

C/L DUMMY JOINT

S-505

ASECTION

SCALE: 1/4 ’’ = 1’- 0’’SCALE: 3/4 ’’ = 1’- 0’’

SCALE: 6’’ = 1’ - 0’’

SPECIAL TEXTURE AT P.I.

BSECTION

SCALE: 6’’ = 1’ - 0’’

TYPICAL TEXTURE AT EXPANSION JOINTS

SCALE: 6"=1’

3" 4"2"1"

SCALE:3/4"=1’

0 1’ 2’ 3’

4’ 8’0 2’

SCALE:1/4"=1’

12’’

34’’

CHAMFER

(TYP)3’’

3’’

6’’

T-WALLT-WALL

34’’

(TYP)

C/L JOINT

12’’ EXPANSION JOINT

2’’

(TYP)

34’’ CHAMFER

(TYP)

3"

6"

3"34’’

(TYP)

(T Y

P

ALL FRACTURED FINS SHALL

MAINTAIN A CONTINUOUS FLAT

EDGE AT THE CROWN OF THE FIN.

EL. VARIES

V A

R

IE

S

NOTE:

1. FRACTURED FIN FINISH ONLY ON

PROTECTED SIDE OF L-WALL.

VARIES

C/L EXPANSION JOINT

VARIES

TOP OF T-WALL, EL. VARIES

A

3’’

(TYP) FRACTURED FIN TEXTURE

BBB

W A

L L

T E

X T

U R

E

S E

E S

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T

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B A

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(T H

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FINISH GRADE AT LEVEE

CROWN, EL. VARIES

A

C/L EXPANSION JOINT

VARIES

B 114"

FRACTURED

FIN TEXTURE

114"

FRACTURED

FIN TEXTURE

TYPICAL FRACTURE FIN

ELEVATION AT T-WALLS

F R

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(S H

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2’-0"

NOTES:

2. FOR CONCRETE NOTES, SEE SHT. G-005.

3. ALL FORM TIE BOLTS SHALL BE PLACED

4. CONTRACTOR SHALL MAKE ALL EFFORTS

1. FOR GENERAL NOTES, SEE SHT. G-004.

IN THE VALLEY OF THE FRACTURED FIN

TEXTURE (i.e., BETWEEN ADJACENT FINS).

TO MINIMIZE THE OCCURRENCE OF BUTT

JOINTS. CONTRACTOR SHALL SUBMIT, FOR

PRIOR APPROVAL, DRAWINGS SHOWING THE

LOCATION OF ALL BUTT JOINTS IN FORMS

USED FOR CONSTRUCTION.

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IDENTIFICATION

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IN

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E

B A

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

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C I

II

D .A

.K

J .D

.T

S-506

ASECTION

SCALE: 1/4 ’’ = 1’- 0’’

SCALE: 3/4 ’’ = 1’- 0’’

SCALE: 6"=1’

3" 4"2"1"

SCALE:3/4"=1’

0 1’ 2’ 3’

4’ 8’0 2’

SCALE:1/4"=1’

24"

EL. VARIES

V A

R

IE

S

NOTE:

1. FRACTURED FIN FINISH ONLY ON

PROTECTED SIDE OF L-WALL.

VARIES

C/L EXPANSION JOINT

VARIES

TOP OF T-WALL, EL. VARIES

A

3’’

(TYP)FRACTURED FIN TEXTURE

FINISH GRADE AT LEVEE

CROWN, EL. VARIES

A

VARIES

114"

FRACTURED

FIN TEXTURE

TYPICAL FRACTURE FIN

ELEVATION AT T-WALL/LEVEE TRANSITION

TOP OF SCOUR

TOP OF CONCRETE

SCOUR PROTECTION

EL. 19.5

W A

L L

T E

X T

U R

E

S E

E S

E C

T

IO

N S

B A

S E

S L

A B

(T H

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K

N E

S S

V A

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S

114"

FRACTURED

FIN TEXTURE

F R

A C

T U

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D F

IN

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O F

NOTES:

1. FOR GENERAL NOTES, SEE SHT. G-004.

2. FOR CONCRETE NOTES, SEE SHT. G-005.

3. ALL FORM TIE BOLTS SHALL BE PLACED

4. CONTRACTOR SHALL MAKE ALL EFFORTS

IN THE VALLEY OF THE FRACTURED FIN

TEXTURE (i.e., BETWEEN ADJACENT FINS).

TO MINIMIZE THE OCCURRENCE OF BUTT

JOINTS. CONTRACTOR SHALL SUBMIT, FOR

PRIOR APPROVAL, DRAWINGS SHOWING THE

LOCATION OF ALL BUTT JOINTS IN FORMS

USED FOR CONSTRUCTION.

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IDENTIFICATION

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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"L" TYPE WATERSTOP

NOTES:

1.

GAS AND PETROLEUM PIPELINES MAY REQUIRE

THAT A 1.5" MINIMUM CONCRETE COATING BE

APPLIED BEFORE THE SLEEVE IS INSTALLED.

UPON COMPLETION OF THE ASSEMBLY, APPLY A

ANAEROBIC ADHESIVE (LOCTITE THREADLOCKER 290

OR EQUAL) TO ALL NUT AND BOLT JUNCTURES.

UTILITY PROTECTION ELEVATION

A

SECTION THRU SHEETPILE WALL

STEEL SHEETPILE

STEEL SHEETPILE

"L" TYPE WATERSTOP (TYP)

P

IP

E O

.D

C/L UTILITY PIPE

TYP.

TYP.

TYP.

PIPE O.D.

SECTION A

LOCK WASHERS AND SEAL RETAINING

BAR, C.R.S. (TYP)

1’’

1’’1’’

2’’

’’ L ’’ TYPE WATERSTOP

C.R.S. PL

SCALE: 6’’ = 1’ - 0’’ SCALE: 6’’ = 1’ - 0’’

PRESS ASSEMBLY FLUSH

WITH PIPE SLEEVE

THIS DETAIL IS FOR NEW WALLS WHICH ARE

PERPENDICULAR TO THE UTILITY.

ALL MATERIAL FOR THE UTILITY PROTECTION ASSEMBLY

SHALL BE STAINLESS STEEL, UNLESS OTHERWISE NOTED.

AFTER THE TWO FRAMES ARE LOOSELY CLAMPED

AROUND THE PIPE ON THE PROTECTED SIDE, THE

TOTAL ASSEMBLY SHALL BE PRESSED FLUSH

AGAINST THE PIPE SLEEVE BEFORE TIGHTEN THE

CLAMP PLATES.

THICKNESS OF NEOPRENE MAY BE ADJUSTED SO THAT

A TIGHT FIT AROUND THE PIPE SLEEVE IS ENSURED.

DUE TO THE STIFFNESS OF THE WATERSTOP, SMALL UTILITIES

MAY REQUIRE THE OUTER PIPE SLEEVE TO BE REPLACED BY A

BOX FRAME. ALL DIMENSIONS SHALL BE ADJUSTED ACCORDINGLY.

2.

3.

4.

6.

8.

9.

AND TWO WASHERS, C.R.S. (TYP)

AFTER THE TWO FRAMES ON THE FLOOD SIDE ARE

LOOSELY CLAMPED AROUND THE PIPE, THE TOTAL

ASSEMBLY SHALL BE PRESSED FLUSH TO THE

WATERSTOP W/ MIN. 14" DEFLECTION BEFORE

TIGHTENING THE CLAMP PLATES.

THE OUTER PIPE SLEEVE SHALL BE ASTM A36 STEEL AND

COATED AS PER THE SPECIFICATION.

434"

6" 358"358"

6" CLR.

MIN.

UTILITY6" CLR.

MIN.

38" PLATE

OUTER PIPE SLEEVE

(38" MIN.)

INNER PIPE SLEEVE

(38" MIN.)

6" 358"358"

OUTER PIPE SLEEVE

(38" MIN.)

INNER PIPE

SLEEVE

(38" MIN.)

6" C

L R

M

IN

P

IP

E O

.D

U T

IL

IT

Y

INNER PIPE SLEEVE

(38" MIN.)

OUTER PIPE SLEEVE

(38" MIN.)

12" (TYP)

C

L R

M

IN

U

T

IL

IT

Y

6"

8"

OUTER PIPE SLEEVE

(38" MIN.)

3 16

3 16

3 16

3 16

3 16

SEAL RETAINING BAR

11.

5.

M

IN

M

IN

8" MIN.

(TYP.)

FILL VOID WITH

CASING FILLER

(SEE NOTE 6)

FILL VOID WITH

CASING FILLER

(SEE NOTE 6)

CASING FILLER SHALL BE TRENTON FILL-COAT NO. 6 CASING

FILLER (BY TRENTON CORP.) OR APPROVED SIMILAR.

7. TO INSTALL CASING VIOD FILLER, A HOLE SHALL BE DRILLED INTO

EACH END OF THE OUTER PIPE SLEEVE. THE SIZE OF THE HOLES SHALL

BE AS PER VIOD FILLER MANUFACTURER’S RECOMMENDATIONS. ONE

HOLE SHALL BE USED FOR INSTALLATION, THE OTHER FOR VERIFYING

COMPLETED FILL. BOTH OUTER PIPE SLEEVE HOLES SHALL BE WELD

SEALED AFTER VOID FILLER INSTALLATION IS COMPLETED.

:1

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L B

R

P M

L R

K

10.

S-507

38" PLATE (TYP)

38" CLAMP PLATE

38" CLAMP PLATE

12"

NEOPRENE

38" PL STIFFENER

WASHER AND TWO WASHERS,

C.R.S. (TYP)

12" DIA. X 234" BOLTS W/ LOCK,

12" DIA. X 234" BOLTS W/ WASHERS,

12" NEOPRENE

38" CLAMP

PLATE

12" DIA. X 234" BOLTS W/ WASHERS,

916" Ø HOLES,

FOR 12"Ø BOLTS

516" R

114" 932" R

34" 1732"

932" R

12" RFOR 12" Ø BOLTS

916" Ø HOLE, 12’’ O.C.

38" PLATE

38" PL STIFFENER

12" NEOPRENE

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US Army Corps of Engineers

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IDENTIFICATION

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

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X-001

LAKE PONTCHARTRAIN

S C A

L E

N

STA. 32+86.87 S, 3.5’ RT. =

STA. 10+00.00 W/L

LIMIT OF COMBINED PILING

UNCAPPED COMBINED PILING

(TUBE WALL SYSTEM)

P.I. STA. 10+89.54 W/L

LIMIT OF COMBINED PILING

STA. 34+20.96 S, 3.5’ RT.

STA. 11+35.71 W/L =

EXISTING SEAWALL

P.I. STA. 10+05.36 W/L

P.I. STA. 10+47.49 W/L

COMBINED PILING LAYOUT PLAN

SCALE: 1" = 10’

TYPICAL SECTION

SCALE: 1/4"=1’-0"

TIP ELEV. (-)37.17 TO (-)40.83

PILES (NON-PRESTRESSED)

12" PRECAST CONCRETE

NOTE: ELEVATIONS REFER TO N.G.V.D.

TIP ELEV. (-)41.25

LAKE PONTCHATRAIN

1’-0 1/2"

TIP EL. (-)37.58 TO (-)41.25

LAKE BOTTOM

SHEET PILING (WALL)

9" x 24" CONCRETE

HIGH EL. (-)4.7

LOW EL. (-)7.0

EL. (-)4.0(%%p)

EL. (-)2.25(%%p)

2’-10"7’-0" 8’-0"

EL. 7.00(%%p)

SEAWALL BASELINE

ELEV. 5.00 (TYP.)

W/L

(TYPICAL)

TIP ELEV. (-)60.00

TOP OF PILING

3’-6"

WALL

LINE

L 48"%%c PIPEC

#6 BAR, COATED

COMBINED PILING

REMARKS

REVISIONS

30USDET1.dwg 1=10 (MZ)

No.

DATE

REVISIONS

No.

DATE REMARKS

BOARD OF COMMISSIONERS

ORLEANS LEVEE DISTRICT

LAKESHORE DRIVE - REACH 2

COMBINED PILING LAYOUT AND DETAILS

(504) 836-2155

DESIGN ENGINEERING INC.

Metairie, LA 70002

3330 West Esplanade Ave. S.

Suite 205

STAMP

1030US-R2

SHEET NUMBER:

JOB NUMBER:

4/01/97

DATE:

US-3

LEVEE STABILIZATION NEAR RAIL STREET

LIMIT OF SEAWALL PROTECTION

BACK OF SEAWALL

P.I. STA. 11+32.45 W/L

10"

B A

C K

O F

S E

A W

A L

L

SEE NOTE NO. 2

FINISHED GROUND LINE

NOTES:

1.) EQUIVALENT PILING SECTIONS TO THOSE SHOWN

MAY BE USED, IF SUBMITTED AND APPROVED

#6 REINFORCING BAR TO BE WELDED TO THE2.)

TOP OF EACH STEEL SHEET PILING AND EACH

COMBINED PILING DETAIL

SCALE: 1/2" = 1’-0"

8’-4"

99.97"

BACK OF SEAWALL

WALL LINE (W/L)

4’-4" 4’-0"

51.97" 48"

48" O.D.

1 3/16" 4’-1 5/8"

49.61"1.18"

1.97"

L 48"%%c PIPE C

LIMIT OF PILING

COMBINED PILING PA 48/18,

@ 99.97 IN. C.C. w/AZ 18 PAIR)

(48"%%c x 0.500 PIPE A252 GR50

UNCOATED, BY ARBED

AZ 18 PAIR (16 THUS)

48"%%c x 0.500 GR 50

(17 THUS)

E22

EXISTING SEAWALL

L INTERLOCKC

BY THE ENGINEER.

1/09/97 ADDENDUM NO. 1 - NEW SHEET

SCALE: 1/2" = 1’-0"

COVER PLATE DETAIL

49"%%c x 3/8"

(TYPICAL EACH PILE)

COVER PLATECOAT TOP OF PLATE

48"%%c x 0.500"

WITH SYSTEM NO. 6 PER

PAINTING SPECIFICATION

DRIVING

AFTER

COVER PLATE

4/01/97 COAT #6 BAR AND COVER PLATE ON 48"%%c PIPE, REVISE

1/4 4@12

1/4

CONT.2

LANDSIDE

LAKESIDE

SCALE: 12" = 1’-0"

PAINTING SPECIFICATIONS.

PIPE. COAT #6 BAR WITH SYSTEM NO. 6 PER

CONNECTION AT PIPE, PLAN CHANGE NO. 1

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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X-002

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H S

D R

R S

F L

O O

D W

A L

L

G A

T E

S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

SCALE: 1/4" = 1’-0"

LIM

IT

O F I-

W

ALL

STA

. 1

0+00.0 0 W

/L

ST

A

. 5 00+77.0

0 B /L

L E

V E

E , 3

.2 5’ L

T . = 5

PLAN

N

S C A

L E

’-0

.0

(C

L E

A R

P.I.

S

TA

. 1

0+10.0 0 W

/L

I-W

ALL W

/L

BACK OF CURB

’-0

1’- 9"

B/L L

EV

EE

PROTECTED SIDE

FLOOD SIDE

EXISTING LEVEE CROWN

ELEV. 18.0(%%p)

NEW

L

EVEE C

ROW

N

ELEV

. 1

5.0

’-0

(N E

W L

E V

E E

C R

O W

N

REMARKS

REVISIONS

30USDET2.dwg 1=4 (MZ)

No.

DATE

REVISIONS

No.

DATE REMARKS

BOARD OF COMMISSIONERS

ORLEANS LEVEE DISTRICT

LAKESHORE DRIVE - REACH 2

SHEET PILING AND MONOLITH LAYOUT - 1

(504) 836-2155

DESIGN ENGINEERING INC.

Metairie, LA 70002

3330 West Esplanade Ave. S.

Suite 205

STAMP

1030US-R2

SHEET NUMBER:

JOB NUMBER:

4/01/97

DATE:

US-5

LEVEE STABILIZATION NEAR RAIL STREET

LAKESHORE DRIVE ROADWAY

MEET EXISTING LEVEE ALIGNMENT

6"

5-P Z

PZ22

PZ22

TOE OF LEVEE

1’- 3"

’-3

10’- 0"

I-W

ALL E

M

BEDM

ENT

IN

E

XIS

TIN

G L

EVEE

DEGRADE

EXIS

TIN

G L

EVEE

PSA

AN APPROVED STANDARD FABRICATED CONNECTION

NOTE:

MAY BE SUBSTITUTED FOR PSA23.

BOTTOM OF CONCRETE

BOTTOM OF CONCRETE

ELEV. 14.50

ELEV. 13.00

NECK D

OW

N S

ECTIO

N

RECTANGULAR SECTION

SLOPE 1V ON 10H

NEW CROWN SLOPES EL. 18.0(%%p) T O 15.0(%%p)

1’-2

CONCRETE

ELEV

. 1

6.0

S T

A

.0 p

W /L

S T

A

.5 p

W /L

BOTTOM OF CONCRETE ELEV. 13.00

PILING ELEV. 17.50

TOP OF SHEET

ELEV. 19.00

ELEV. 15.75

ELEV. 16.00

ELEV. 14.50

1’-2"1’-6"

6"(MIN.)

1’-6"

8"(%%p)

6"

P.I. 10+10.00 W/L STA. 10+25.00(%%p) W/L STA. 10+34.50(%%p) W/L P.I STA. 10+40.59 W/L

8"(%%p)

STA. 10+00.00 W/L

TOP OF CONCRETE

PROJECTED ELEVATION

SCALE: 1/4" = 1’-0"

BOTTOM

O

F

1/09/97 ADDENDUM NO. 1 - NEW SHEET

AZ 57%%d35’48"

11%%d18’36"

P.I.

S

TA

. 1

0+40.5 9 W

/L

169%%d50’19"

PSA

4/01/97

I-WALL OFFSET, B/L FOR S/L, BACKSLOPE SYMBOL, AZIMUTH,

3’- 6"

GUARD POST DETAIL

SCALE: 3/4" = 1’-0"

ELEV. 21.0(%%p)

L GUARD POSTC

CONCRETE FILL

6" x 0.280, SCH. 40, GALVANIZED PIPE

CROWN OF LEVEE

PRECAST CONCRETE HIP

3’-6"

L GUARD POSTC

CONCRETE HIP, GUARD POST, PLAN CHANGE NO. 1

AFTER INSTALLATION

FILL PIPE WITH CONCRETE

2L G U

A

RD

P O

ST

C

ELEV. 20.50

8’-2"(%%p) 1" JOINT, FILL

WITH GROUT

AFTER INSTALL

HIP JOINT2 2