Am-0002.pdf

PDF 6 MB Posted Feb 19, 2019

Attached to: Port Fourchon Navigation Channel, East Jetty Extension and Repair, Lafourche Parish, LA
Solicitation number: W912P819B0016
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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File	Type	Posted
W912P819B0016_Abstract_(signed).pdf	PDF	Apr 25, 2019
Am-0005.pdf	PDF	Apr 5, 2019
Am-0004.pdf	PDF	Apr 5, 2019
Am-0003.pdf	PDF	Mar 12, 2019
Am-0001.pdf	PDF	Feb 19, 2019
Solicitation_W912P819B0016.pdf	PDF	Feb 14, 2019

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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

W912P8

The above numbered solicitation for Port Fourchon Navigation Channel, East Jetty Extension and Repair, Lafourche Parish, Louisiana is amended as follows:

1. Include the correct attached drawings which was inadvertently left out of the solicitation.

2. The bid opening date and time will be established by an amendment.

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT-W, ROOM 172

7400 LEAKE AVENUE

NEW ORLEANS, LA 70118-3651

SEE ITEM 6

W912P8-19-B-0016

02/19/2019

C O

V E

R S

H E

E T

N T S of Engineers US Army Corps

New Orleans District

G-01

PORT FOURCHON NAVIGATION CHANNEL,

LAFOURCHE PARISH, LA.

EAST JETTY EXTENSION AND REPAIR,

CIVIL BRANCH

DATION OF ALL DRAWINGS IN THIS SET.

TURES INDICATE OFFICIAL RECOMMEN-

REQUIRED BY ER 1110-1-8152. SIGNA-

THE SCOPE OF THEIR EMPLOYMENT AS

THESE PROJECT DOCUMENTS WITHIN

TIONS OF INDIVIDUALS APPEAR ON

TURES AND REGISTRATION DESIGNA-

ENGINEERS. THE INITIALS OR SIGNA-

NEW ORLEANS DISTRICT CORPS OF

THIS PROJECT WAS DESIGNED BY THE

APPROVED BY:

DISTRICT COMMANDER CHIEF ENGINEERING DIVISION

APPROVAL RECOMMENDED BY:

TL CIVIL BRANCH

CHIEF

G -0

C O

V E

R .D

G N

DECEMBER 2018

NEW ORLEANS DISTRICT

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FEBRUARY 2019

SOLICITAION NO. W912P8-19-B-0016

CONTRACT NO. W912P8-19-C-

NEW ORLEANS DISTRICT

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A R K A N S A S

SHREVEPORT

MONROE

E R

VICKSBURG

NATCHEZ

ALEXANDRIA

R E

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LAKE CHARLES

BATON ROUGE

LAKE

PONTCHARTRAIN

LAKE

BORGNE

G U L

O F M E X I C O

P I

CITY

MORGAN

O U

A C

NEW

ORLEANS

L O U I S I A N A

T E X A S

M I S S I S S I P P I

LOCATION

PROJECT

SHEET LEGEND:

PROJECT BENCHMARK

SEE DRAWING G-03

NOTE: FOR BENCHMARK DESCRIPTIONS

4000' 0' 4000' 8000' 12000' 16000'

LOCATION MAP

VICINITY MAP

SCALE OF MILES

SCALE

40 0 40 80 120 160 200

OLD HIGHWAY 1

PORT FOURCHON

GULF OF MEXICO

TIMBALIER BAY

LAFOURCHE PARISH, LA.

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L L E P

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GRAND

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G-02

13-008C-2

H-359

PROJECT LOCATION

EAST JETTY

G -0

V in

L o c a ti o n M a p .d g n

Y M

A P

P R

O J E

C T L

O C

A T

N A

G-03

ABBREVIATIONS

MAX

MIN.

TYP

MAXIMUM

MINIMUM

MISCELLANEOUS

TYPICAL

APPROXIMATE

VERTICAL

STATION

DRAWINGDWG

* UNLESS OTHERWISE NOTED ON EACH SHEET

EL.

MISC

GENERAL LEGEND

ELEVATION

EXIST EXISTING

H HORIZONTAL

P.I. POINT OF INFLECTION

STA.

FEET

N.T.S. NOT TO SCALE

P.I.

INDEX OF DRAWINGSNO.

COVER SHEETG-01

G-02

G-03

GENERAL NOTES:

DESCRIPTION

TABULATION OF BENCHMARKS

ELEVATION

MARK

BENCH

C-01

EXISTING GROUND

BASELINE

C/L CENTERLINE

BASELINEB/L

BOTTOM EDGE OF CUT

SF SQUARE FEET

(+/-) APPROXIMATE

BENCHMARK

AC ACRE

C-02

C-03

JETTY CENTERLINE

TOP EDGE OF CUT

PROJECT LOCATION AND VICINITY MAP

E X L E

G E

N D

A N

D A

B B

R E

N S

APPROX.

LF LINEAR FEET

EL. +2.242' NAVD88 (2009.55)

EASTERN: 3634088.335

NORTHERN: 215781.201

LONG: 90^13'38.65462"

LAT: 29^05'19.12030"

JETTY.

100 FT NORTH OF THE NORTH END OF THE WEST JETTY AT +/- STA. 34+53 OF WEST

GROUND, 20.0 FT WEST OF WEST EDGE OF ROCK ON WEST BANK OF BELLE PASS, +/-

SET C.O.E. ALUMINUM CAP ON A 3/4" IRON ROD 4.0 FT IN LENGTH FLUSH WITH THE

H 359

EL. +4.49' NAVD88 (2009.55)

EASTERN: 3650437.294

NORTHERN: 240894.834

LONG: 90^10'31.546626169"

LAT: 29^09'26.121216522"

THROUGH A 5-INCH LOGO CAP. FOUND IN GOOD CONDITION.

M (1.0 FT) NORTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS

ROAD, 0.6 M (2.0 FT) NORTH OF THE NORTH FACE OF A KEY CARD MACHINE, AND 0.3

CHAIN-LINK FENCE, 3.7 M (12.1 FT) EAST OF AND LEVEL WITH THE CENTER OF THE

TO THE LOOP INCORPORATED ELECTRIC SUB-STATION, 16.3 M (53.5 'FT) NORTH OF A

OFFICE IN GRAND ISLE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A ROAD LEADING

20.7 KM (12.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST

0.0' SPOT ELEVATION

0.0' JETTY C/L SPOT ELEVATION

INDEX, LEGEND, AND ABBREVIATIONS

THEORETICAL SECTIONS

C-04

C-05

OVERALL PLAN

JETTY EXTENSION CROSS SECTIONS STA. 31+20 TO STA. 36+00

T.E.C.

B.E.C.

EAST JETTY PLAN AND PROFILE

PRIMARY

13-008C-2

CUBIC YARDSCY

US SURVEY FEET.

6. ALL XY COORDINATES ARE LOUISIANA STATE PLANE, SOUTH,

4. AERIAL PHOTOGRAPHY FLOWN (2013).

NOTED.

3. ELEVATIONS REFER TO NAVD88 (2009.55) UNLESS OTHERWISE

OTHERWISE NOTED.

2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT UNLESS

SURVEY SECTION (504) 862-2995.

POINTS ARE AVAILABLE FROM THE NEW ORLEANS DISTRICT

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL

C-06

JETTY REPAIR CROSS SECTIONS STA. 18+25+ TO STA. 30+25

JETTY REPAIR CROSS SECTIONS STA. 4+25 TO STA. 16+25

G -0

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P .I S

T A .8

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EAST JETTY

WEST JETTY

CURVE NO. 1

X .2

Y .9

P .T S

T A .2

C H

A N

N E

L C /L

S T

C-01

O V

E R

A L L P

L A

BASELINE (B/L)

80' MAX. BOTTOM WIDTH

1V :3

H1 V :3

C/L

JETTY

VARIESVARIES

20' MIN.

ALLOWABLE FLOATATION CHANNEL (AS NEEDED)

FLOATATION CHANNEL THEORETICAL SECTION

40' MIN. FROM JETTY B/L

WATER SURFACE EL. VARIES

BASELINE COORDINATES

STA.

0+00 3634676.205 212231.641

X Y

14+10.09

16+79.80

35+55.94

213614.971 3634949.615

213856.058 3635070.525

3635561.627 216078.584

NOTES:MAX DEPTH EL. -8.0' (NAVD88)

FOR FLOATATION CHANNEL EXCAVATION

EASTERN TOP EDGE OF CUT (T.E.C.)

C -0

.d g n

SEE NOTE 2.

CHANNEL MATERIAL,

FOR EXCAVATED FLOATATION

TEMPORARY STOCKPILE AREA

S T

N.T.S.

JETTY EXTENSION

AND PROPOSED EAST

EXISTING EAST JETTY

GULF OF MEXICO

WEST BELLE PASS CHANNEL C/L

PAST EXISTING VEGETATION LINE

NO ACCESS AND NO CONSTRUCTION LIMIT

S T

E N

D S

T A .9

400'0 200'

SCALE

B/L

JETTY

VARIES

S T

JETTY EXTENSION LIMITS

ALLOWABLE FLOATATION CHANNEL

S T

T .E .C

R O

M B /L

T .E .C

R O

M B /L

M A

X B

O T

T O

M W

C H

A N

N E

F L

O T

A T

S T

JETTY REPAIR LIMITS

S T

AREA

STOCKPILE

COVE

5) SEE SHEET C-03 FOR THEORETICAL SECTIONS.

4) SEE SHEET C-02 FOR DETAILED PLAN AND PROFILE.

EXISTING VEGETATED AREAS.

ONTO THE ADJACENT BEACH, HOWEVER, MATERIAL SHALL NOT BE PLACED ON

3) MATERIAL PLACED WITHIN THE COVE STOCKPILE AREA MAY BE PLACED

GRADE OF THE EXISTING WATER BOTTOM.

STOCKPILE AREA SHALL BE BROUGHT TO MATCH THE SURROUNDING

WITHIN THE EXCAVATED FLOATATION CHANNEL. THE TEMPORARY

TEMPORARY STOCKPILE AREA SHALL BE REMOVED AND PLACED

2) PRIOR TO PROJECT COMPLETION, ALL MATERIAL PLACED IN THE

FLOATATION CHANNEL.

THE EASTERN TOP EDGE OF CUT (T.E.C) IS THE CONTROL FOR THE

1) FLOATATION CHANNEL LIMITS FROM B/L STA. 00+00 TO STA. 36+40.

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BELLE PASS

GULF OF MEXICO

-10

21+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00

S T

22+00

S T

C-02

P L

A N A

N D P

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-5.1'

-4.6'

-4.1'

-3.2'

-2.7'

-1.9'

-1.2'

-0.5'

-6.0'

-5.3'

-4.5'

-3.8'

-3.3'

-2.5'

-1.6'

-0.6'

-1.4'

-1.9'

.4 ' 5.0'

4.8'

4.4'

-0.6'

-1.1'

4.6'

4.4'

3.3'

5.4' 6.0'

4.8'

4.9'

5.0'

5.3'

3.6'

3.3'

3.6'

3.7'

3.6'

4.2'

5.4'

4.1'

3.7'

3.2'

3.4'

3.2'

3.4'

2.9'

3.0'

2.3'

1.2'

0.5'

-0.3' -3.3'

-2.8'

-2.5'

-2.0'

-1.9'

-1.7'

-1.4'

-1.1'

-0.9'

-0.7'

-0.5'

-0.1'

0.2'

1.3'

2.0'

2.5'

3.4'

3.5'

3.6'

3.3'

3.4'

3.7'

3.6'

4.2'

4.7'

5.4'

6.4'

4.0'

4.1'

4.3'

4.0' 3.2'

2.5'

1.7'

0.3'

-0.1'

-0.5'

-0.8'

-1.0'

-1.2'

-1.5'

-2.1'

-2.7'

-3.2' -4.0'

-6.6'

-8.3'

-8.5'

-9.0'

-9.4'

-9.7'

-9.9'

-10.1'

-10.2'

-10.4'

-10.5' -10.9'

-8.4'

-7.6'

-7.2'

-7.0'

-6.5'

-6.0'

-5.9'

-5.7'

-5.6'

-5.5'

-5.2'

-4.9'

-4.3'

-3.6'

-3.0'

-2.5'

-2.0'

-1.3'

-1.6'

-1.0'

0.0'

0.4'

0.7'

1.0'

1.3'

2.5'

4.3'

1.6'

-3.5'

-3.3'

-3.0'

-0.9'

-1.3'

-1.8'

-2.5'

-3.3'

-3.8'

-4.5'

-5.2'

-5.7'

-6.4'-6.3'

-5.9'

-5.3'

-4.2'

-3.6'

-2.9'

-2.2' -1.4'

-2.0' -2.6'

-3.2'

-5.8'

-7.5'

-6.5'

-6.0'

-5.7'

-5.5'

-5.0'

-4.6'

-3.9'

-3.2'

-2.4'

-1.5'

-7.6'

-2.2'

-7.0'

-6.5'

-6.3'

-5.9'

-5.3'

-4.8'

-4.5'

-3.9'

-3.1'

-2.4'

-1.4'

-1.6'

-5.7'

-7.7'

-8.5'

-7.2'

-6.8'

-6.4'

-6.0'

-5.4'

-4.8'

-4.4'

-3.8'

-3.4' -3.0' -1.7' -1.3'

-4.7'

-6.8'

-7.2'

-6.9'

-6.5'

-5.9'

-5.3'

-4.7'

-4.3'

-3.8'

-2.9'

-2.0'

-1.4'

-1.8'

-6.2'

-6.5'

0.9'

4.5'

S T

JETTY EXTENSION LIMITSS

S T

E L E

V A

N A

V D

E L E

V A

N A

V D

- 10

REQUIRED STONE EL. 6.0' (NAVD88)

EXISTING ELEVATION

S T

MATCH GRADE

BACK FILL TO

SEE JETTY EXTENSION THEORETICAL SECTION 1

EAST JETTY PROFILE

STATION

T.E.C. (EAST)

FLOATATION

EAST JETTY PLAN VIEW

THEORETICAL SECTION 2

SEE JETTY EXTENSION

FOR JETTY KEY-IN

EXCAVATION GRADE

EL. 1.0'EL. 1.0'

1V:3H

EAST JETTY EXTENSION LIMITS

SEE JETTY EXTENSION THEORETICAL SECTION 1

S T

10' FROM B/L

JETTY EXTENSION C/L

JETTY EXTENSION NOTES:

C -0

.d g n

(SCALED 10 TIMES VERTICAL - 1 TIME HORIZONTAL)

120'60'

SCALE

TOE-IN

APPROX. T.E.C FOR

GRADE (1V:2.5H SLOPE)

TRANSITION STONE TO

FOR JETTY KEY-IN

EXCAVATE TO EL. 1.0'

EAST SIDE

WEST SIDE

APPROX. JETTY TOE

JETTY TOE

APPROX.

BASELINE (SEE SHEET C-01 FOR COORDINATES)

EXISTING GRADE

JETTY CROWN

EXCAVATION LINES

NEW EXTENSION C/L

CHANNEL

APPROX. FLOATATION

SHEET LEGEND

THEORETICAL SECTION 2

SEE JETTY EXTENSION

THE SURROUNDED SLOPES OF THE BEACH IN ALL DIRECTIONS.

BACK FILL SHALL BE BROUGHT TO MATCH THE EXISTING BEACH GRADES AND DRESSED TO MATCH

FROM THE KEY-IN SHALL BE USED TO BACK FILL BETWEEN THE JETTY STONE AND THE BEACH .

THE NEW JETTY EXTENSION ONCE STONE PLACEMENT IS COMPLETED. THE EXCAVATED MATERIAL

EXCAVATED FOR THE KEY-IN SHALL BE STOCKPILED FOR FINAL BACK FILLING AND DRESSING OF

SHALL BE EXCAVATED TO EL. 1.0' TO KEY-IN THE JETTY EXTENSION ON THE SHORE. MATERIAL

ACCORDANCE WITH THE "JETTY THEORETICAL SECTION 2" ON SHEET C-03. THE EXISTING GRADE

3) FROM STA. 34+00 TO STA. 36+00, THE JETTY EXTENSION SHALL BE CONSTRUCTED IN

IN ACCORDANCE WITH THE "JETTY EXTENSION THEORETICAL SECTION 1" SHOWN ON SHEET C-03.

2) FROM STA. 30+20 TO STA. 34+00 THE JETTY EXTENSION SHALL BE CONSTRUCTED

1) THE JETTY EXTENSION CENTERLINE SHALL BE 10' EAST OF THE B/L FROM STA, 30+20 TO 36+00.

FABRIC 5' FROM JETTY TOE

EXTEND GEOTEXTILE

M A

B O

T T

O M W

OPTION JETTY REPAIR (SEE JETTY REPAIR THEORETICAL SECTION)

REQUIRED STONE EL. 6.0' (NAVD88)

JETTY REPAIR (OPTION) NOTES:

B.E.C.

FLOATATION

APPROX.

(AS NEEDED)

OPTION FLOATATION CHANNEL (AS NEEDED)

FLOATATION CHANNEL

E C

R O

W N

S T

T.E.C. (WEST)

FLOATATION

APPROX.

M A

THE CONTRACTOR.

2) THE CENTERLINE OF THE JETTY WITHIN THE REPAIR REACH SHALL BE LOCATED IN THE FIELD BY

THE "JETTY REPAIR THEORETICAL SECTION" SHOWN ON SHEET C-03.

1) THE EXISTING JETTY SHALL BE REPAIRED FROM STA. 2+45 TO STA. 30+20 IN ACCORDANCE WITH

A T

N N

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A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

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A N

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-0

E S

O R

E K J

J A

S O

N A

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K L T

F E

B R

U A

R Y

H -1

-4

W P -1

-B -0

L A

F O

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C H

E P

A R

H L

E A

S T J

E T

T Y E

X T

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N A

N D R

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P O

R T F

O U

R C

H O

N N

A V

A T

N C

H A

N N

E L

C-03

C/L

JETTY

1V:3 H1V:3H

1V:2.5H

1V :2.

CROWN EL. +6.0'

1V :2.

5H 1V:2.5H

EXCAVATION EL. +1.0'

16' CROWN

N.T.S.

CROWN EL. +6.0'

B/L

10'

B/L

10'

C/L

JETTY

CROWN EL. +6.0'

C/L

JETTY

VARIES

B/L

EAST

STA. 34+00 TO STA. 30+20

JETTY EXTENSION THEORETICAL SECTION 2

STA. 36+00 TO STA. 34+00

JETTY EXTENSION THEORETICAL SECTION 1

T H

E O

R E

A L S

E C

N S

J E

T T

Y R

E P

N D E

X T

E N

WEST

EASTWEST

NOTES:

2) SURVEYED CROSS SECTIONS ARE SHOWN ON SHEET C-04.

JETTY C/L IN THE FIELD.

THE JETTY C/L. THE CONTRACTOR SHALL LOCATE THE

1) THE REPAIRS SHALL HAVE A STONE CAP CENTERED ON

1V:2.5H1V :2.

C -0

.d g n

3) SURVEYED CROSS SECTIONS ARE SHOWN ON SHEET C-05.

BE IN ACCORDANCE WITH THE SPECIFICATIONS.

IN ALL DIRECTIONS. GEOTEXTILE FABRIC REQUIREMENTS SHALL

2) GEOTEXTILE FABRIC SHALL EXTEND 5-FT FROM THE JETTY TOE

1) THE JETTY EXTENSION C/L SHALL BE 10-FT EAST OF THE B/L.

(SEE NOTE 5)

BACK FILL AND DRESSING

(SEE NOTE 5)

BACK FILL AND DRESSING

(AS SPECIFIED)

GEOTEXTILE FABRIC

GEOTEXTILE FABRIC (AS SPECIFIED)

EXCAVATION EL. +1.0'

5' 5'

16' CROWN

GEOTEXTILE FABRIC

16' CROWN

STA. 30+20 TO STA. 2+45

JETTY REPAIR THEORETICAL SECTION 3

BACKFILL AREA TO MATCH GRADE OF ADJACENT BEACH.

THE TOP OF CUT FOR THE KEY. CONTRACTOR SHALL DRESS THE

THE VOID BETWEEN THE NEWLY CONSTRUCTED JETTY SLOPE AND

THE CONTRACTING OFFICER, THE CONTRACTOR SHALL BACKFILL

5) UPON COMPLETION OF THE JETTY EXTENSION AND APPROVAL BY

4) SURVEYED CROSS SECTIONS ARE SHOWN ON SHEET C-05.

EXTEND 5-FT FROM THE JETTY TOE IN ALL DIRECTIONS.

3) GEOTEXTILE FABRIC SHALL PLACED AT ELEVATION 1.0 FT AND

2) EXCAVATE TO EL. 1.0 FT TO KEY-IN THE JETTY EXTENSION.

1) THE JETTY EXTENSION C/L SHALL BE 10-FT EAST OF THE B/L.

A T

N N

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A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

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A N

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O U

N A

A N

S I

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-0

E S

O R

E K J

J A

S O

N A

E T

K L T

F E

B R

U A

R Y

H -1

-4

W P -1

-B -0

L A

F O

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C H

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A R

H L

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S T J

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T Y E

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P O

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H A

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C-04

-10

-20

-25

-15

-5

-10

-20

-25

-15

-5

-150 -125 -100 -75 -50 -25 0 25 50 75-175-200-225 100 125 150

-10

-20

-25

-15

-5

-10

-20

-25

-15

-5

-150 -125 -100 -75 -50 -25 0 25 50 75-175-200-225 100 125 150

-10

-20

-25

-15

-5

-10

-20

-25

-15

-5

-150 -125 -100 -75 -50 -25 0 25 50 75-175-200-225 100 125 150

-10

-20

-25

-15

-5

-10

-20

-25

-15

-5

-150 -125 -100 -75 -50 -25 0 25 50 75-175-200-225 100 125 150

STA. 36+00

STA. 35+20

STA. 33+20

STA. 31+20

MAX. BOTTOM EL. -8.0'

EASTC/LB/LWEST

WEST EAST

B/L

C/L

MAX. BOTTOM EL. -8.0'

S T

A T

O S

T A

J E

T T

Y E

X T

E N

N C

R O

S S S

E C

N S

FLOATATION CHANNEL

C -0

.d g n

KEY-IN EXCAVATION TO EL. 1.0'

JETTY (CROWN EL. 6.0')

W P -1

-C

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

18+25

-10

-20

-30

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

20+25

-10

-20

-30

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

22+25

-10

-20

-30

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

24+25

-10

-20

-30

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

26+25

-10

-20

-30

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

28+25

-10

-20

-30

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

30+25

-10

-20

-30

MAX. BOTTOM EL. -8.0'

EAST

WEST

B/L

C/L

FLOATATION CHANNEL

J E

T T

Y E

X T

E N

N C

R O

S S S

E C

N S

P O

R T F

O U

R C

H O

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A V

A T

N C

H A

N N

E L

E A

S T J

E T

T Y E

X T

E N

N A

N D R

E P

C-05

L A

F O

U R

C H

E P

A R

H L

A N

S I

E S

O R

J A

S O

N A

E T

K L T

K J

C -0

.d g n

W P -1

-B

W P -1

-C

H -1

J E

T T

Y E

X T

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N C

R O

S S S

E C

N S

S T

A T

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T A

P O

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H O

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H A

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S T J

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T Y E

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N D R

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L A

F O

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C H

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A R

H L

A N

S I

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O R

J A

S O

N A

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K L T

K J

C -0

.d g n

W P -1

-C

E D

-0

NEW ORLEANS DISTRICT

S O

A T

N N

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A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

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W O

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F E

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U A

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W P -1

-B -0

H -1

-4

-10

-20

-30

0 20 40 60 75-20-40-60-80-100-120-140-150

4+25

-10

-20

-30

-10

-20

-30

0 20 40 60 75-20-40-60-80-100-120-140-150

6+25

-10

-20

-30

-10

-20

-30

0 20 40 60 75-20-40-60-80-100-120-140-150

8+25

-10

-20

-30

-10

-20

-30

0 20 40 60 75-20-40-60-80-100-120-140-150

-10

-20

-30

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

12+25

-10

-20

-30

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

14+25

-10

-20

-30

-10

-20

-30

E L E

V A

N N

A V

0 20 40 60 75-20-40-60-80-100-120-140-150

16+25

-10

-20

-30

10+25

E L E

V A

N N

A V

E L E

V A

N N

A V

E L E

V A

N N

A V

E L E

V A

N N

A V

EAST

EAST EAST

EAST

WEST

B/L

C/L

NEW ORLEANS DISTRICT

S O

A T

N N

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A M

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C K

D B

D E

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D B

D E

S C

2 3

4 5

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C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

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A N

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J E

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S S S

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H O

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A V

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H A

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E A

S T J

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T Y E

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N D R

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C-06

L A

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A R

H L

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S I

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J A

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K L T

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C -0

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-C

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-0

F E

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W P -1

-B -0

H -1

-4

W912P819B0016-Plans.pdf

G-01_Cover - Copy

G-02_Location and Vin Map - Copy

G-03_Legend

C-01_Over All Plan

C-02_Plan and Profile

C-03_Theoretical Sections

C-04_Dike Sections 31+20 to 36+00

C-05

C-06

File details come from the government source that posted it.