DwgSet16.pdf

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US Army Corps of Engineers

Hurricane Protection

Office

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EXISTING LEVEE CROWN

ELEV. 18.0(%%p)

EXISTING ASPHALT PARKING LOT

P.I. STA. 13+15.60 W/L

P.I. STA. 12+84.84 W/L

N

S C A

L E

SCALE: 1/4" = 1’-0"

PLAN

LIMIT OF I-WALL

PROTECTED SIDE

AND BACK OF CURB

STA. 13+25.60 W/L =

STA. 504+04.00 B/L LEVEE,

.0

FLOOD SIDE

(B A

C K

O F M

O N

O L

IT

H

N O

. 2

B/L LEVEE

(N E

W L

E V

E E

C R

O W

N

1’-3"

I-WALL W/L

REMARKS

REVISIONS

30USDET3.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 - 2

(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-6

LEVEE STABILIZATION NEAR RAIL STREET

1’-9"

NECK DOWN SECTION

RECTANGULAR SECTION

BOTTOM OF CONCRETE

BOTTOM OF CONCRETE

ELEV. 13.00

ELEV. 14.50

PZ22

PZ22

TOE OF LEVEE

MEET EXISTING ALIGNMENT

5-PZ22

6"

10’-0"

IN EXISTING LEVEE

I-WALL EMBEDMENT

T O

C /L

O F L

E V

E E

SLOPE 1V ON 10H

NEW CROWN SLOPES EL. 15.0 TO EL. 18.0(%

%p)

MEET EXISTING ALIGNMENT

PSA23

NOTE:

MAY BE SUBSTITUTED FOR PSA23.

AN APPROVED STANDARD FABRICATED CONNECTION

3.25’ LT.

NEW LEVEE CROWN

ELEV. 15.00

PSA23

1’-2

S T

A . 1

.0 p ) W

/L

CONCRETE

ELEV. 16.00

S T

A . 1

.0 p ) W

/L

BOTTOM OF

SCALE: 1/4" = 1’-0"

PROJECTED ELEVATION

TOP OF CONCRETE

STA. 13+00.00(%%p) W/L P.I. 13+15.60 W/L

1’-6"

ELEV. 16.00

ELEV. 19.00

STA. 13+25.60 W/L

6"

8"(%%p)

8"(%%p)

ELEV. 14.50

TOP OF SHEET PILING

ELEV. 17.50

1’-2"

BOTTOM OF CONCRETE ELEV. 13.00

STA. 12+90+00(%%p) W/L

6"(MIN.)

1’-6"

ELEV. 15.75

P.I STA. 12+84.84 W/L

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

AZ 97%%d57’38"

12%%d46’16"

169%%d27’04"

DEGRADE EXISTING LEVEE

2 PRECAST CONCRETE HIP L GUARD POST

C

3’-6"

L GUARD POSTC

3’-6"

4/01/972

CONCRETE HIP, GUARD POST, PLAN CHANGE NO. 1

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

ELEV. 20.50

8’-2"(%%p)HIP JOINT1" JOINT, FILL

WITH GROUT

AFTER INSTALL

2 2 2

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SCALE: 3’’ = 1’ - 0’’

SCALE: 3/4’’ = 1’- 0’’

12’’

12’’ 1’0

0 1’

3’2’ 5’4’

TYPICAL "I"-WALL MONOLITH ELEVATION - PROTECTED SIDE

SHEET PILING INTERLOCKS

(SEE NOTE #6)

BOND CABLE

#6 BAR

SCALE: 3/4" = 1’-0"

A

3-BULB WATERSTOP

SETTLEMENT REFERENCE

TOP OF SHEET PILING

(PROTECTED SIDE ONLY)

MARKER (SEE DETAIL)

3/4" CHAMFER

1’-0"

#6 BAR

TOP OF

SHEET PILING

TOP OF "I"-WALL

A

FLOOD SIDE

SCALE: 3/4" = 1’-0"

"I"-WALL MONOLITH PLAN/SECTION

30’(%%p) MONOLITHS

1/2" PREFORMED EXPANSION

JOINT MATERIAL

PROTECTED SIDE

C/L MONOLITH AND

SHEET PILING

THREE-BULB WATERSTOP

SEE DETAIL THIS SHEET

CONCRETE "I"-WALL

FACE OF SHEET PILING

1/2" JOINT

C/L JOINTS

3/4" CHAMFER

SCALE: 3/4" = 1’-0"

SECTION

TYPICAL "I"-WALL JOINT

PILING

SHEET

3/4" CHAMFER

AT EACH JOINT

JOINT MATERIAL

1/2" PREFORMED EXPANSION

THREE-BULB WATERSTOP

PROTECTED SIDE

FLOOD SIDE

SCALE: 3/4" = 1’-0"

"I"-WALL MONOLITH JOINTS

SHEET PILING DETAIL

TOP OF SHEET PILING

"I"-WALL MONOLITH JOINTS

CUT SHEET PILING AT ALL

ELEV. VARIES

6"

DOWN 9" IN EACH MONOLITH

DRIVE LAST 2 SHEET PILES

L MONLITH JOINT

1/4" R. (TYP)

THREE-BULB WATERSTOP DETAIL

N.T.S.

9"

3/4"%%c

/8

1 1/2"%%c

SHEET PILE SPLICE DETAIL

THIRD WELD,

THREE SIDES

SHEET PILE SPLICE BETWEEN TIP ELEV. AND TOP ELEV.

SHALL BE STAGGERED WITH ADJACENT SHEET PILING.

SCALE: 3" = 1’-0"

THREE SIDES

FIRST WELD,

GROOVE WELD SHALL EXTEND THE FULL LENGTH OF THE

SHEET PILE WEB AND FLANGES EXCLUDING THE INTERLOCKS.

SHEET PILE

PLAN

C

3’’

8’’

’’C

SPLICE PL 3/8 X 8 X 0’-6’’

8’’

3’’

NOTE ’’A’’

SHEET PILE

SECTION

1/4

3’’

SEE NOTE ’’A’’

SECOND WELD,

3’’

1/4

45%%d

BOTTOM OF CONCRETE

GROUND LINE

7 8

FOR WALL REINFORCEMENT DETAILS, SEE SHEET NO. US-8.

FOR GENERAL STRUCTURAL NOTES, SEE SHEET NO. US-1.

ALL HOLES CUT IN STEEL SHEET PILING FOR REINFORCING STEEL OR

ANCHOR BOLTS SHALL NOT EXCEED 2" DIAMETER, UNLESS OTHERWISE

ALL HOLES CUT THROUGH STEEL SHEET PILING SHALL MISS INTERLOCKS.

STABILIZATION SLABS MAY BE OMITTED AT THE OPTION OF THE CONTRACTOR

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

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

INSTALL BOND CABLE AT ALL "I"-WALL JOINTS AND AT ALL TRANSITIONS

8" DIAMETER LOOP TO ALLOW FOR STRESSES. BOND CABLES SHALL BE WELDED

AS SPECIFIED TO ADJACENT STEEL PILES 7" BELOW BOTTOM OF CONCRETE

CAP FOR "I"-WALL JOINTS AND AT TRANSITIONS FROM "I"-WALL TO STEEL

TO OBTAIN MOISTURE PROOF JOINT. INSTALL BONDING CABLES ON PROTECTED

SHEET PILING. WELDED CONNECTIONS SHALL BE COATED WITH SPLICING EPOXY

FROM "I"-WALL TO STEEL SHEET PILING. BOND CABLES SHALL HAVE AN

SIDE. SEE SPECIFICATIONS.

AND UPON APPROVAL OF THE ENGINEER.

"I" WALL NOTES:

INDICATED.

DETAILS OF HOLES IN SHEET PILING

SCALE: 3/4" = 1’-0"

C/L HANDLING HOLES, 2 9/16"%%c

TOP OF STEEL SHEET PILING

12" O/C SPACED TO MISS

REINFORCING STEEL,

SHEET PILE INTERLOCKS

C/L OF HOLES TO PASS

BOTTOM OF STEEL

SHEET PILING, ELEV. 1.00 ELEVATION

C

REMARKS

REVISIONS

30USDET4.dwg 1=1

No.

DATE

REVISIONS

No.

DATE

REMARKS

BOARD OF COMMISSIONERS

ORLEANS LEVEE DISTRICT

LAKESHORE DRIVE - REACH 2

TYPICAL I-WALL DETAILS

(504) 836-2155

DESIGN ENGINEERING INC.

Metairie, LA 70002

3330 West Esplanade Ave. S.

Suite 205

STAMP

1030US-R2

SHEET NUMBER:

JOB NUMBER:

1/03/97

DATE:

US-7

LEVEE STABILIZATION NEAR RAIL STREET

C

6.)

5.)

3.)

2.)

1.)

4.)

NOTE:

AT INTERLOCK

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

AA

B

A

B

7 8 B

C/L INTERLOCK

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Hurricane Protection

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12"

6" 6"

ELEV. 20.50

W/L

ELEV. 13.00

4 1/2"

1/4"/FT.

10 1/2" 10 1/2"

1’-6" 1’-6"

CL SHEET PILING

REMARKS

REVISIONS

30USDET5.dwg 1=1

No.

DATE

REVISIONS

No.

DATE

REMARKS

BOARD OF COMMISSIONERS

ORLEANS LEVEE DISTRICT

LAKESHORE DRIVE - REACH 2

TYPICAL I-WALL REINFORCEMENT DETAILS

(504) 836-2155

DESIGN ENGINEERING INC.

Metairie, LA 70002

3330 West Esplanade Ave. S.

Suite 205

STAMP

1030US-R2

SHEET NUMBER:

JOB NUMBER:

1/03/97

DATE:

US-8

LEVEE STABILIZATION NEAR RAIL STREET

TYPICAL NECK-DOWN I-WALL

STABILIZATION SLAB 3’-0" x 4"

#5, 12" SPACED TO MISS STEEL

SHEET PILE INTERLOCKS

#5 U-BARS PASS

PILE HANDLING HOLES

THRU STEEL SHEET

#5 @ 12"

#4 U-BARS, 24" O/C

#4, EACH FACE

BURN HOLE TO PASS

SEE NOTES NO. 2 AND 3

BOTH REINFORCING BARS

C

L R

E

A C

H F

A C

E

C

L R

E

A C

H F

A C

E

#5 x 5’-0"

EACH FACE

3" CLR.

ELEV. 15.00

3" CLEAR

(TYPICAL)

FLOOD SIDE PROTECTED SIDE

ELEV. 16.50

#6-SEE BONDING NOTE 6

C/L MONOLITH JOINT

C

L R

#6 (TYPICAL)

BONDING NOTES.

BOND CABLE, SEE

SEE BONDING NOTES

1/2" PREFORMED

DETAIL OF "I"-WALL MONOLITH JOINTS

SHEET PILE INTERLOCKS

BOTTOM OF "I"-WALL

SCALE: 1" = 1’-0"

ELEVATION

E

F

C

L R

#5, 5’-0" LONG EF

U B

A R

S

C

L R

#4 U-BAR

3"

SHEET PILING

STEEL

E

A C

H F

A C

E

U B

A R

S

#5 @ 12" EACH FACE

OPTIONAL C.J.,

#4, EF

SEE NOTE, SHT. ??

#5 EF

6"

#4 U-BARS @ 24" O.C.

#5 @ 12" EACH FACE

A

#5 EF

JOINT FILLER

PROVIDE A 1 V ON 1 H TRANSITION AT THE BOTTOM OF CONCRETE

SCALE: 1" = 1’-0"

SCALE: 1 1/2" = 1’-0"

SCALE: 3/4" = 1’-0"

12" 0 1’ 2’

FOR GENERAL NOTES, SEE SHEET NO. US-1.

"I"-WALL AT CHANGES OF ELEVATION OF BOTTOM.

2.)

1.)

2’0 1’12"

12" 0 1’

5’3’ 4’

4’ 5’3’

3’2’

SECTION, FOR DETAILS.

REINFORCING, SEE TYPICAL

TYPICAL CONCRETE "I"-WALL

"I"-WALL CORNER REINFORCING DETAIL

NOTES:

4" STABILIZATION SLAB

SCALE: 3/4" = 1’-0"

(STEEL SHEETING NOT SHOWN)

(TYP.)

2’-3" 1’-0"

EACH HORIZONTAL BAR

#5 CORNER BARS AT

MIN. (TYP.)

2’-3"

(TYP.)

5’-0"

C/L "I"-WALL

JOINT. SEE

(TYPICAL)

PROTECTED SIDE

SCALE: 1 1/2 " = 1’-0"

JOINT FILLER

1/2" PREFORMED

2" CLR.

TYPICAL REINFORCEMENT AT MONOLITH JOINTS

#4 @ 12" EF

SECTION

(TYP)

6" 6"

#4 U-BARS @ 12"

EL. 20.50 "I"-WALL

#5 @ 12" EF #5 @ 6" EF

A

3 BULB WATERSTOP

"I"-WALL

C/L MONOLITH JOINT

6" 6" 2" CLR.

FLOOD SIDE

ELEV. 15.75

AT JOINTS

ON SHEET NO. US-7.

ON SHEET NO. US-7

6"

SCALE: 1" = 1’-0"

SECTION A

7 8

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

A

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Suite 205

3330 West Esplanade Ave. S.

Metairie, LA 70002

DESIGN ENGINEERING INC.

(504) 836-2155

STA. 10+00.00 TO STA. 10+34.50(%%p) W/L AND

FROM STA. 12+90(%%p) TO STA. 13+25.26(%%p) W/L.

3" CL. (TYP.)

LOWER #5 TIES @ 9" O/C

UPPER #5 TIES @ 12" O/C

#5 @ 12" 0/C

WALL TEXTURE

#4 @ 12" EF

NECK-DOWN WALL TO RECTANGULAR WALL

DATENo. REMARKS

REVISIONS

30USDET6.dwg 1=16

PROTECTED SIDE

FLOOD SIDE

REMARKSDATENo.

REVISIONS

SCALE: 3/4" = 1’-0"

REINFORCEMENT

SECTION

B

#5 @ 6" EACH FACE

#7 @ 9" EF6" 1’-2"

1/2" PREFORMED

STA 10+34(%%p) W/L

STA 12+90(%%p) W/L

JOINT FILLER

RECTANGULAR

I-WALL

6-#5 VERT.

3"

NECK DOWN

I-WALL

WALL LINE

3" CL.

TYPICAL RECTANGULAR I-WALL

EL. VARIES, SEE PROFILE

E

.F

EL. VARIES, SEE PROFILE

C

L

FLOOD SIDE

3/4" CHAMFER

#4 U-BARS, PASS THRU

SCALE: 3/4" = 1’-0"

SECTION

1’-6"

L SHEET PILING

1’-6"

C

A

10 9

BOTTOM OF CONCRETE

PASS REINFORCING BARS

BURN 2"%%c MAX. HOLE TO

4’’ STABILIZATION SLAB.

HANDLING HOLES

STEEL SHEET PILE

EL. VARIES, SEE PROFILE

10i"10i"

3" CL.

RECTANGULAR I-WALL SHALL BE USED FROM

PROTECTED SIDE

#6, (SEE BONDING NOTE 6, SHEET NO. US-7)

SHEET PILE INTERLOCKS

#7 @ 9", SPACED TO MISS

#5 U-BARS 24" O.C.

1’-9"

10+34-US-1

SEE TYPICAL "I"-WALL MONOLITH ELEVATION ON SHEET

LEVEE STABILIZATION NEAR RAIL STREET

SETTLEMENT MARKER AND RECTANGULAR I-WALL DETAILS

LAKESHORE DRIVE - REACH 2

ORLEANS LEVEE DISTRICT

BOARD OF COMMISSIONERS

NO. US-7 FOR LOCATION OF SETTLEMENT REFERENCE

SCALE: 3/4" = 1’-0"

SCALE: 12" = 1’-0"

OF ALL SETTLEMENT REFERENCE MARKERS AND SHALL

BOLTS AT NEAREST W/L STATIONS TO THOSE SHOWN.

W/L STATIONS ARE APPROXIMATE. LOCATE REFERENCE

SUBMIT THIS DATA TO THE ENGINEER AND OWNER.

THE CONTRACTOR SHALL TAKE FINAL ELEVATIONS

STAMP

6"

12" 0

US-3

US-4

US-2

SHEET NUMBER:

US-9

3"

1’ 2’ 3’ 4’

DATE:

4/01/97

JOB NUMBER:

1030US-R2

5’

12+89-

12+89+

10+34+

MARKER SCHEDULE

(C/L MONOLITH JOINT)

WITH S.R.M. NOS. SHOWN IN SCHEDULE.

REFERENCE TAGS TO BE STAMPED

SETTLEMENT REFERENCE

C.R.S., SEE I.D. TAG DETAIL.

10 GAGE IDENTIFICATION TAG

SETTLEMENT REFERENCE MARKER DETAILS

SCALE: FULL SIZE

NO.

S.R.M.

REFERENCE BOLT

1/2"%%c HEX. HEAD

BOLT, C.R.S.

3"

/8

ELEV’S.

FINALW/L STA.

IDENTIFICATION TAG

REFERENCE BOLT

2 1/2"

1 1/4" 1 1/4"

/8

DRILL 9/16"%%c HOLE

10 GAGE, C.R.S.

US

MARKERS.

PROTECTED SIDE

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

(TYPICAL)

#4 x 1’-6" @ 12" O/C

7" PROJECTION

PRECAST CONCRETE HIP

4/01/97 ADD CONCRETE HIP, DELETE BAR IN 4" SLAB, PLAN CHANGE NO. 1

ELEV. 20.50

3"

/4

8 1/4"

1"%%c HOLE, FILL WITH

2-#4

GROUT AFTER INSTALLATION

1’-7 1/2"

GROUT AFTER INSTALLED2

X-007

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IDENTIFICATION

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

NECK-DOWN I-WALL TO RECTANGULAR I-WALL

PROTECTED SIDE ELEVATION

REMARKS

REVISIONS

No.

DATE

30USDET7.dwg 1=24

REVISIONS

No.

DATE

REMARKS

TRANSITION AT STA 10+34(%%p) W/L SIMILAR.

TRANSITION AT STA 12+90(%%p) W/L SHOWN.

SCALE: 1/2" = 1’-0"

EL. 20.50

1/2" PREFORMED JOINT FILLER

TOP OF I-WALL

P .I

S

T A

.5

W /L

SHEET PILE INTERLOCKS

BOTTOM OF I-WALL

EL. 13.00

GROUND LINE

TOP OF SHEET PILING

EL. 15.0

EL. 15.75

B

PILASTER 1’-2"

BOTTOM OF STABILIZATION SLAB

SEE SHT. NO. US-7

BOND CABLE,

L JOINTC

A

GROUND LINE

EL. 15.8(%%p)

B

1/2"

BOTTOM OF I-WALL

EL. 13.00

TOP OF SHEET PILING

EL. 15.759

5’-0" MIN. TO P.I.

NECK DOWN

I-WALL

S T

A p

W

/L

I-WALL

RECTANGULAR

A

10 9

SCALE: 1/2" = 1’-0"

REINFORCEMENT

PROTECTED SIDE ELEVATION

LEVEE STABILIZATION NEAR RAIL STREET

RECTANGULAR "I"-WALL JOINT DETAILS

LAKESHORE DRIVE - REACH 2

ORLEANS LEVEE DISTRICT

BOARD OF COMMISSIONERS

DETAIL AT CHANGE OF ELEVATION OF BOTTOM OF I-WALL

(504) 836-2155

DESIGN ENGINEERING INC.

3330 West Esplanade Ave. S.

Metairie, LA 70002

Suite 205

STAMP

NECK-DOWN I-WALL TO RECTANGULAR I-WALL

PROTECTED SIDE ELEVATION

REINFORCEMENT

SCALE: 1/2" = 1’-0"

BOTTOM OF I-WALL

V A

R Y

L E

N

(R E

C T

I-

W A

L L

(N E

C K

D O

W N

I -W

A L

L

LONG LENGTH

#5 L BARS, 12"

US-10

1/03/97

JOB NUMBER:

SHEET NUMBER:

1030US-R2

DATE:

STABILIZATION SLAB

BOTTOM OF I-WALL

1’-6"

M

I N

1, #5 EF

L BARS EF

2, #5

GROUND

#5 L BARS, 12" (NECK DOWN I-WALL)

L

A P

SHORT LENGTH

12"

LINE

E

F

L O

N G

E F

E

F

T

I E

S

#4, EF

VARY LENGTH

T

I E

S

#4 U-BARS 24"

#5 @ 12" EF

#7 L BARS, 9"

#4 U-BARS 24"

E F

SPLICE BARS (TYP.)

FOR REINF. SEE SECTION,

#5 @ 12" EF

VARY LENGTH

1’-3"%%p #7 @ 9" EF

#7 L BARS, 9" (RECT. I-WALL)9"

SHEET NO. US-8

X-008

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

MONOLITH JOINT

ELEV. 15.0

TOP OF LEVEE

FLOOD SIDE SHALL HAVE FRACTURED FIN FINISH.

PROTECTED SIDE SHALL HAVE FRACTURED FIN FINISH.

SCALE: 1/2"=1’-0"

"I"-WALL FRACTURED FIN TEXTURE TREATMENT

PROTECTED SIDE ELEVATION

T E

X T

U R

E

F R

A C

T U

R E

D F

IN

TYPICAL I-WALL SECTION

SCALE: 3/4’’=1’-0’’

W/L STA. 10+34.50 TO STA. 12+90.70

SECTION ’A’ APPLIES AT

A

1’-9"

TOP OF LEVEE

EL. 15.0

R E

F

9" p)

PROTECTED SIDE

CLASS "D" FINISH

FLOOD SIDE

CEMENTITIOUS

PAINT FINISH

CLASS "A"

1’-0"

EL. 20.50

SLOPE TO DRAIN

ELEV. 15.0

TOP OF LEVEE

ELEV. 13.00

BOTTOM OF "I"-WALL

ELEV. 16.50

TOP OF "I"- WALL

ELEV. 20.50

STA. VARIOUS W/L

CEMENTITIOUS

PAINT FINISH

MONOLITH JOINT

CLASS "A"

(T Y

P

PAINT FINISH

CLASS "A" CEMENTITIOUS

NOTE:

"I"-WALL MONOLITH (30’-0"%%p TYP.)

AND CEMENTITIOUS PAINT FINISH

FRACTURED FIN TEXTURE

(TYPICAL)

6"

SEE SECTION ’C’

(TYPICAL)

3/4"

AT TYPICAL MONOLITH JOINT

FRACTURED FIN FINISH

SCALE: 1/2" = 1"

SECTION

C

3/4" CHAMFER

MONOLITH JOINT

C/L JOINT

ALL FRACTURED FINS SHALL

6"

EDGE AT THE PEAK OF THE FIN

MAINTAIN A CONTINUOUS FLAT

3"

(TYP.)

2"

3"

(TYP.)

SCALE: 1/2" = 1"

FRACTURED FIN FINISH AT P.I.

3’’

6’’

3’’

/4

3/4" CHAMFER

NOTES:

WALL RIB TEXTURE, (I.E. BETWEEN ADJACENT RIBS).

1.)

4.)

2.)

A COLOR, BEIGE, IS TO BE ADDED TO THE COATING.

EQUAL, (FED. SPEC. AA-1555 ’ 81) TO A DEPTH OF 0’-6" BELOW GRADE.

PAINT, SUCH AS "THOROSEAL" BY HARRIS SPECIALITY CHEMICALS, INC. OR

3.)

JOINTS IN ALL FORMS USED FOR CONSTRUCTION FOR PRIOR APPROVAL.

A

MONOLITH JOINT

(TYP.)

3" 3"

(TYP.)

6"

P.I. STA. 12+84.50 W/L

STA. VARIOUS W/L

15’-0"(%%p)

6"

12" 12"

ELEV. 14.50

BOTTOM OF "I"-WALL

C/L DUMMY JOINT

1/2"

TOP OF LEVEE

ELEV. 15.0(%%p)

ELEV. 13.00

EL. 20.50

5’-0" MIN. 25’-0"(%%p)

CEMENTITIOUS

PAINT FINISH

CLASS "A"

IS LESS THAN 5’-0"

EXPOSED WALL HEIGHT

OMIT FIN TEXTURE WHEN

6"

TOP OF "I"-WALL

EL. 20.50

SCALE: 1/2" = 1’-0" SCALE: 3/4" = 1’-0"

P.I. STA. 13+30.76 W/L BEND LINE

0 2’ 4’ 0 1’ 2’ 3’6’ 8’ 5’4’

3/4"

REMARKS

REVISIONS

30USDET8.dwg 1=16

No.

DATE

REVISIONS

No.

DATE

REMARKS

BOARD OF COMMISSIONERS

ORLEANS LEVEE DISTRICT

LAKESHORE DRIVE - REACH 2

I-WALL ARCHITECTURAL TREATMENT

(504) 836-2155

DESIGN ENGINEERING INC.

Metairie, LA 70002

3330 West Esplanade Ave. S.

Suite 205

STAMP

1030US-R2

SHEET NUMBER:

JOB NUMBER:

1/03/97

DATE:

US-11

LEVEE STABILIZATION NEAR RAIL STREET

A

CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE LOCATION OF ALL BUTT

ALL EXPOSED SURFACES SHALL BE FINISHED BY COATING WITH CEMENTITIOUS

OMIT CHAMFERS ON ALL HORIZONTAL CONSTRUCTION JOINTS.

ALL FORM TIE BOLTS SHALL OCCUR IN THE VALLEY OF THE CONCRETE

CONTRACTOR SHALL MAKE ALL EFFORTS TO MINIMIZE THE OCCURANCE OF

BUTT JOINTS.

I-WALL TRANSITION

ELEV. 18.0(%%p)

I-WALL TRANSITION

X-009

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IDENTIFICATION

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

Suite 205

3330 West Esplanade Ave. S.

Metairie, LA 70002

DESIGN ENGINEERING INC.

(504) 836-2155

FLOODWALL LEGEND OF SYMBOLS

SOIL BORING AND NUMBER

STEEL SHEET PILING OR I-WALL

BANK OR SLOPE LINES

CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE

CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN. WHERE NOT SHOWN,

REINFORCING SHALL BE SPACED T0 MISS INSERTS, RECESSES AND PENETRATIONS.

REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

REQUIRED BY THE ENGINEER, WILL BE AT THE CONTRACTOR’S EXPENSE.

OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL SPLICES

ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE ENGINEER. SPLICES

SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE

ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE DRAWINGS, WHERE

UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED JOINTS, EDGES,

AND SURFACES COVERED BY BACKFILL SHALL BE CLASS "D" FINISH, UNLESS OTHERWISE

ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS "A" FINISH

EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS

THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND

EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

INTEGRITY OF THE CONCRETE STRUCTURE. CONSTRUCTION JOINT LOCATIONS SHALL BE

OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE ENGINEER.

REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND

REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE

ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 1988.

ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN

NOTED. THE COVER FOR SECONDARY REINFORCEMENT MAY BE REDUCED FROM THE ABOVE

ALL PRIMARY REINFORCEMENT SHALL HAVE A MINIMUM COVER OF 3" UNLESS OTHERWISE

2500 PSI AT 28 DAYS, 90 DAYS IF POZZOLAN IS USED.

STABILIZATION SLAB CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F’c) OF

28 DAYS, 90 DAYS IF POZZOLAN IS USED, UNLESS OTHERWISE NOTED.

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F’c) OF 3000 PSI AT

1.) USE THE BASIC TABLE IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

BARS. IF LIGHTWEIGHT CONCRETE OR EPOXY COATED BARS ARE USED, SEE ACI 318 FOR

THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING

EDGE DISTANCE TO THE FIRST BAR IN A LAYER IS AT LEAST 2.5 BAR DIAMETERS.

EDGE DISTANCE TO THE FIRST BAR IN A LAYER IS AT LEAST 2 BAR DIAMETERS.

CONCRETE COVER IS AT LEAST 2 BAR DIAMETERS, AND

CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 4 BAR DIAMETERS

TO CENTER BAR SPACING LATERALLY IS LESS THAN 4 DIAMETERS, SEE ACI 318 FOR

IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 2 BAR DIAMETERS OR THE CENTER

CONCRETE COVER IS AT LEAST 2 BAR DIAMETERS, AND

CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 6 BAR DIAMETERS

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES

TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH

THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

DATENo. REMARKS

REVISIONS

30USNOTE.dwg 1=1 (MZ)

FOR ADDITIONAL CONSIDERATIONS.

5.)

APPROPRIATE GUIDANCE.

4.)

3.)

2.)

REMARKS

REVISIONS

DATENo.

1/09/971

ADDENDUM NO. 1 - NEW SHEET

W/L (FLOOD SIDE)

PLANS

B-3

BANK OR SLOPE LINES

FOR BORING LOGS, SEE SHEET NOS. S-17 TO S-23.

APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (N.T.S.) ARE NOT

DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (%%p) ARE

MINIMUM EMBEDMENT

REINFORCEMENT EMBEDMENT AND SPLICE TABLES

BENCH MARKS AND BASE LINES HAVE BEEN ESTABLISHED AT THE

SCALED. N.T.S. IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY

ELEVATIONS ARE IN FEET AND REFER TO NATIONAL GEODETIC

AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE SOUTH.

5.)

OTHERTOP

NOTES:

LENGTH, INCHES

SITE BY THE OWNER.

BAR SIZE

OUT OF SCALE.

7.)

6.)

BASIC TABLE

SHOWN TO SCALE.

VERTICAL DATUM (N.G.V.D.).

GENERAL NOTES:

IN THE FIELD.

4.)

3.)

2.)

1.)

ALTERNATE TABLE

NOTED.

13.)

12.)

APPROVED BY THE ENGINEER.

CONCRETE REINFORCING STEEL INSTITUTE.

BY THE DIAMETER OF THE BAR.

11.)

10.)

9.)

7.)

8.)

6.)

CONCRETE NOTES:

5.)

4.)

3.)

2.)

1.)

INDEX, GENERAL NOTES AND SUMMARY OF QUANTITES

LEVEE STABILIZATION NEAR RAIL STREET

LAKESHORE DRIVE - REACH 2

ORLEANS LEVEE DISTRICT

BOARD OF COMMISSIONERS

LEVEE STABILIZATION SHEET INDEX

w/ BOTTOM OF CONCRETE ELEVATION

STEEL SHEET PILING

w/ BOTTOM OF PILING ELEVATION

GRADE OF LEVEE OR BERM

AREA OF LEVEE DEGRADING

STAMP

EL. 1.00

PROFILES & SECTIONS

TOP OF SHEET PILING OR I-WALL

CONCRETE I-WALL

PROPOSED

EL. 15.75

EXISTING

GRADE

US-8

US-12

US-13

US-10

US-9

US-11

US-7

US-6

US-5

US-1

US-3

US-2

US-4

SHEET NO.

4/01/97

US-1

JOB NUMBER:

SHEET NUMBER:

1030US-R2

DATE:

CROSS SECTION - 2

I-WALL ARCHITECTURAL TREATMENT

CROSS SECTION - 1

RECTANGULAR I-WLL JOINT DETAILS

SETTLEMENT MARKER AND RECTANGULAR I-WALL DETAILS

SHEET PILING AND MONOLITH LAYOUT - 2

TYPICAL SECTIONS

SHEET PILING AND MONOLITH LAYOUT - 1

COMBINED PILING LAYOUT AND DETAILS

LAYOUT PLAN

TYPICAL I-WALL DETAILS

TYPICAL I-WALL REINFORCEMENT DETAILS

INDEX, GENERAL NOTES AND SUMMARY OF QUANTITIES

DESCRIPTION

ABBREVIATIONS

= CENTER LINEC/L OR LC

= FAR FACEFF

= ON CENTER

= NEAR FACENF

O.C. OR O/C

= ELEVATION

= CORROSION RESISTANT STEEL

= EQUALLY SPACED

= EACH FACE

= DIAMETER

ELEV. OR EL.

ES

EF

C.R.S.

%%c

= BASELINE

= CONSTRUCTION JOINT

= CLEAR (COVER)

= BOTTOM LAYER

= BOTTOM FACEBF

CJ

CLR

BL

C = CENTER

B/L

= NATIONAL GEODETIC VERTICAL DATUM

= WALL LINE

N.G.V.D.

W/L

= TYPICAL

= SURVEY LINE

= TOP OF SLAB

= TOP LAYER

= STATION

= STANDARD HOOK

= TOP FACE

T/S

TYP.

TL

TF

S/L

ST.HK.

STA.

= SPECIAL FABRICATED CONNECTION

= POINT OF TANGENCY

= POINT OF CURVATURE

= OPTIONAL

S.F.C.

P.T.

P.C.

OPT.

P.I. = POINT OF INTERSECTION

ITEMITEM NO.

CLEARING AND GRUBBING FOR LEVEE DEGRADINGUS-1

UNIT QUANTITY

LUMP SUMLUMP SUM

DEGRADE EXISTING LEVEEUS-2

STRUCTURAL EXCAVATION AND BACKFILL FOR FLOODWALL

HAUL DEGRADED MATERIAL TO ORLEANS LEVEE DISTRICT SITE

US-4

US-3

FERTILIZING, SEEDING AND MULCHING

PILING, STEEL SHEET TYPE PZ 22

REINFORCED CONCRETE, FLOODWALLS

US-6

US-7

US-8

US-5 LUMP SUM LUMP SUM

CU. YD. 2,100

CU. YD. 2,100

LUMP SUM LUMP SUM

SQ. FT. 4,939

SQ. FT. 8,821

LUMP SUM LUMP SUM

PILING, CONBINED PILING TYPE PA 48/18

A)

B)

C)

A)

C)

B)

INCHES

TOP

OTHER

MINIMUM LAP LENGTH

INCHES

MINIMUM LAP LENGTH

OTHER

LENGTH, INCHES

TOP

OTHER

TOP

MINIMUM EMBEDMENT

(LEVEE STABILIZATION NEAR RAIL STREET)

SUMMARY OF ESTIMATED QUANTITIES

DECEMBER, 1995. PRIOR TO USE BY CONTRACTOR AND OTHER

AGENCIES, THE TEMPORARY BENCH MARKS MUST BE VERIFIED

USING THE PROJECT BENCH MARK ABOVE.

EL. 7.11 M.S.L. (1983 DATUM) C. & G.S. REFERENCE MARK DISK

"CHRYSLER RM". AT NEW ORLEANS, ABOUT 0.45 MILES EAST ALONG

LAKESHORE DRIVE FROM JUNCTION OF CANAL BOULEVARD, 125 YARDS

NORTHWEST OF THE NORTHWEST CORNER OF LAKESHORE DRIVE BRIDGE

OVER ORLEANS CANAL, SET IN THE TOP OF THE CONCRETE SEAWALL

ALONG SHORE OF LAKE PONTCHARTRAIN, 33 FEET NORTHEAST OF THE

NORTH ONE OF A GROUP OF PALM TREES, 66 FEET WEST OF CHRYSLER

STATION DESCRIBED, 270 FEET NORTH OF THE CENTER LINE OF

LAKESHORE DRIVE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE DRIVE.

LEVEE BENCH MARK (M.S.L. EL = NGVD EL.)

AND WAS USED DURING THE FIELD SURVEY PREFORMED DURING

TEMPORARY BENCH MARK IS FURNISHED FOR INFORMATION ONLY

TEMPORARY BENCH MARK

EL. 6.74 N.G.V.D. C. & G.S. TRIANGULATION STATION DISK "ESSEX 1931".

ADJUST BY SUBTRACTING 0.10’ FROM ELEVATIONS)

(ELEVATION OF ESSEX FOR LAKESHORE DRIVE PROJECT = 6.84,

556, IN MONOLITH NO. 219.

45 1/2 FEET NORTH-NORTHWEST OF A STEEL STREET LAMP POST

NORTH OF THE JUNCTION OF LAKESHORE DEIVE AND RAIL STREET,

SET IN THE TOP OF THE CONCRETE SEAWALL, ABOUT 90 YARDS

BM

4/01/97 ADD PROJECT BENCH MARK & TEMPORARY BENCH MARK, P.C. #1

X-010

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Office

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S 34%%d43’57" E

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LAKESHORE DRIVE

LAKE PONTCHARTRAIN

S C A

L E

N

REMARKS

REVISIONS

30USPLN1.dwg 1=40 (MZ)

No.

DATE

REVISIONS

No.

DATE

REMARKS

BOARD OF COMMISSIONERS

ORLEANS LEVEE DISTRICT

LAKESHORE DRIVE - REACH 2

(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-2

SEAWALL

EXISTING EXISTING

SEAWALL

SEAWALL B/L

Bench

Bench

Bench

Bench

Bench

Bench

LAKESHORE DRIVE

LAYOUT PLAN

LEVEE STABILIZATION PROJECT

SCALE: 1" = 40’

LAYOUT PLAN

LEVEE STABILIZATION NEAR RAIL STREET

ANCHOR STRUCTURE (TYPICAL)

D

D

B en ch

EXISTING ASPHALT PARKING LOT

STA. 500+00.00 B/L LEVEE

STA. 106+54.45 S/L

147%%d06’00"

154%%d23’30"

B/L L

EV

EE

S/L

B/L L

EV

EE

P.I. STA. 502+93.00

LIMIT OF SHEET PILING

STA. 10+00.00 W/L

BM

ESSEX

STA. 11+30.33 W/L =

STA. 34+17.96 S, 3.5’ RT.

LIMIT OF SHEET PILING

P.I. STA. 10+03.23 W/L

P.I. STA. 10+45.36 W/L

P.I. STA. 10+87.41 W/L

EXISTING CONCRETE STEPS

SEE SHEET NO. S-4

FOR SEAWALL WORK 9

.0

LIMIT OF I-WALL

P.I. STA. 10+10.00 W/L

STA. 10+00.00 W/L

P.I.

S

T A

. 1 0+40.5

9 W /L

P.I.

S

TA

. 1

2+15.2 1 W

/L

B/L LEVEE

P.I. STA. 12+84.84 W/L

P.I. STA. 13+15.60 W/L

STA. 13+25.60 W/L =

STA. 504+04.00 B/L LEVEE, 3.25’ LT.

LIMIT OF I-WALL

STA. 32+89.00 S, 3.5’ RT. =

PILING W/L

UNCAPPED SHEET

.0

(C L

R

BACK OF CURB

STA. 500+77.00 B/L LEVEE, 3.25’ LT. =

NEW

T

OE

I-W A

LL W

/L

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

AZ 97%%d57’38"

AZ 57%%d35’48"

AZ 57%%d35’48"

4/01/97 I-WALL OFFSET, BACKSLOPE SYMBOL, AZ’s; REVISE, ADD, P.C. NO.1

X-011

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Office

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ELEV. 20.50

L I-WALLC

TIP ELEV. 1.00

SHEET PILING

20:1

3:1

L I-WALL

ELEV. 20.50

C

TIP ELEV. 1.00

SHEET PILING

E L

E V

I N

F E

E T

N

.G .V

.D

E L

E V

I N

F E

E T

N

.G .V

.D

AND

STAS. 12+84.84 TO 13+15.60 W/L

PROTECTED SIDEFLOOD SIDE

ELEV. 18.0(%%p)

PZ22 SHEET PILING

EXISTING LEVEE

TO BE DEGRADED

LIMITS OF FERTILIZING, SEEDING AND MULCHING

SCALE: 1" = 5’

SCALE: 1" = 5’

STA. 501+00 B/L IS SHOWN

EXISTING GROUND AT

18.0(%%p) TO 15.0

ELEV. VARIES

VARIES

VARIES

1’-9" 7’-0"

REMARKS

REVISIONS

30USTYP1.dwg 1=5 (MZ)

No.

DATE

REVISIONS

No.

DATE

REMARKS

BOARD OF COMMISSIONERS

ORLEANS LEVEE DISTRICT

LAKESHORE DRIVE - REACH 2

TYPICAL SECTIONS

(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-4

LEVEE STABILIZATION NEAR RAIL STREET

ELEV. VARIES

SEE MONOLITH LAYOUT

B/L

I-WALL

WALL LINE

FLOOD SIDE PROTECTED SIDE

STAS. 10+10.00 TO 10+40.59 W/L

STAS. 13+15.60 TO 13+25.60 W/L

STAS. 10+00.00 TO 10+10.00 W/L

AND

STA. 504+00 B/L IS SHOWN

EXISTING GROUND AT

PZ22 SHEET PILING

ELEV. 18.0(%%p)

EXISTING LEVEE

I-WALL

B/L

ELEV. 16.00

EXISTING LEVEE

1’-9"

ELEV. 19.00

3’-3"

2’-4 1/2"

WALL LINE

5’ 10’

SCALE: 1" = 5’

0’ 5’ 15’

EXISTING GROUND AT

STA. 502+00 B/L IS SHOWN

PROTECTED SIDE

20:1

FLOOD SIDE

TO BE DEGRADED

EXISTING LEVEE

SHEET PILING

TIP ELEV. 1.00

WALL LINE

ELEV. 15.0

ELEV. 18.0(%%p)

3:1

LIMITS OF FERTILIZING, SEEDING AND MULCHING

PZ22 SHEET PILING

I-WALL

ELEV. 15.75

ELEV. 20.50

L I-WALL

7’-0"

VARIES

1’-9"

C

B/L

EXISTING LEVEE

STAS. 10+40.59 TO 12+84.84 W/L

SCALE: 1" = 5’

LIMITS OF DEGRADE

LIMITS OF DEGRADE

ELEV. 13.00

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

4/01/97 B/L FOR S/L, REVISE I-WALL OFFSET, PLAN CHANGE NO. 1

X-012

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6055504540353025201510505101520253035404550556065707580 80757065

7565 70 8080 507075 65 60 55 3545 40 30 25 51520 10 5 0 10 15 2520 30 4535 40 50 55 60

501+00

502+00

503+00

L LEVEEC

REMARKS

REVISIONS

30USXS01.dwg 1=5 (MZ)

No.

DATE

REVISIONS

No.

DATE

REMARKS

BOARD OF COMMISSIONERS

ORLEANS LEVEE DISTRICT

LAKESHORE DRIVE - REACH 2

CROSS SECTION - 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-12

LEVEE STABILIZATION NEAR RAIL STREET

DISTANCE IN FEET FROM C/L LEVEE

E L

E V

A T

IO

N

I N

F E

E T

N

.G .V

.D

E L

E V

A T

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N

I N

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.G .V

.D

20:1

3:1

L I-WALLC

TIP ELEV. 1.00

SHEET PILE

TIP ELEV. 1.00

SHEET PILE

L I-WALLC

20:1

3:1

ELEV. 20.50

ELEV. 20.50

SHEET PILE

TIP ELEV. 1.00

ELEV. 20.50

L I-WALLC

3:1

20:1

ELEV. 17.50(%%p)

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

4/01/97 I-WALL OFFSET, PLAN CHANGE NO. 1

X-013

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90100 95 85 80 507075 65 60 55 3545 40 30 25 51520 10 5 0 10 15 2520 30 4535 40115 110 105

504+00

504+82.32

L LEVEEC

REMARKS

REVISIONS

30USXS02.dwg 1=5 (MZ)

No.

DATE

REVISIONS

No.

DATE

REMARKS

BOARD OF COMMISSIONERS

ORLEANS LEVEE DISTRICT

LAKESHORE DRIVE - REACH 2

CROSS SECTION - 2

(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-13

LEVEE STABILIZATION NEAR RAIL STREET

E L

E V

A T

IO

N

I N

F E

E T

N

.G .V

.D

DISTANCE IN FEET FROM C/L LEVEE

E L

E V

A T

IO

N

I N

F E

E T

N

.G .V

.D

SHEET PILE

TIP ELEV. 1.00

L I-WALLC

ELEV. 20.50

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

I-WALL OFFSET, PLAN CHANGE NO. 14/01/97