W912P8-13-B-0056_AM0003_with_drawings.pdf

PDF 4 MB Posted May 6, 2016

Attached to: MVN - Mississippi River Outlets, Vicinity of Venice, Louisiana, Baptiste Collette Bar Channel, Maintenance Dredging 13-1, Plaquemines Parish, Louisiana, Specification Number ED-13-036
Solicitation number: W912P8-13-B-0056
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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File	Type	Posted
W912P813B0056.pdf	PDF	May 10, 2016
W912P8-13-B-0056_AM0004.pdf	PDF	May 9, 2016
W912P8-13-B-0056_SOLICITATION_POSTING.pdf	PDF	Apr 29, 2016
13-B-0056-0001.pdf	PDF	Apr 29, 2016

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ED-13-036

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The above numbered solicitation for Mississippi River Outlets, Vicinity of Venice, Louisiana, Baptiste Collette Bar Channel, Maintenance Dredging 13-1, Plaquemines Parish, Louisiana (ED 13-036) is hereby amended as follow s:

SEE CONTINUATION SHEET

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY 06-May-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P8-13-B-0056

X 9B. DATED (SEE ITEM 11)

10-Jul-2013

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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 you 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-May-2016

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL: CATALDO.ION

E.MARIE.12308

54862

Digitally signed by

CATALDO.IONE.MARIE.1230854862

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=CATALDO.IONE.MARIE.1230854 Date: 2016.05.06 14:36:26 -05'00'

W912P8-13-B-0056

Page 2 of

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

CONTINUATION SHEET

Contractors shall acknowledge amendments 0001, 0002, and 0003.

In response to Q&A received see the following:

Q - There is no Drawing number C-01 included with the solicitation even though it is listed in the Index of Drawings, Section 00700. Amendment 0001 replaced Drawings C-02 through C-07 with C-02 through C-06.

A - Drawing Sheet C-01 was included in the drawings that were included in actual solicitation when advertised (see attached file)

Q - Please confirm that the Dredge and Attendant Data sheet is not required to be submitted with the bid.

A - No. As per paragraph 1.7.1 of Section 35 20 23.00 12, "The completed data sheets shall be submitted within five (5) calendar days after Contractor receipt of Government Notice to Proceed."

Bid opening date, time and place remains unchanged.

OIL WELL CHANNELS, SLIPS, ETC.

2. DO NOT BLOCK ANY EXISTING BANK OVERFLOW CHANNELS,

3. MAINTAIN A MINIMUM DISTANCE OF 50 FT. (WITH EQUIPMENT) FROM

4. DREDGED MATERIAL DISPOSED IN AREA "G" SHALL BE INITIALLY

C /L S

T A . 3

C /L S

T A . 3

APPROX. EL. -37.0

APPROX. C/L STA. 300+57

2-6" AND 2-4" PIPELINES

SARATOGA RESOURCES, INC

ELEVATION UNKNOWN

PARALLEL TO CHANNEL

1-2 3/8" GAS PIPELINE

ANADARKO

PLAQUEMINES PARISH, LA.

B R

E T

O N

S O

U N

AMERICAN DATUM IS SHOWN BY SOLID TICKS AND LAMBERT

CONFORMAL CONIC PROJECTION GRID IS SHOWN BY DASHED TICKS

INSIDE PLAN AREA, POLYCONIC PROJECTION-1983 NORTH

NOTES:

GENERAL NOTES:

PREPARED FROM AERIAL PHOTOS FLOWN 2012.

1. ALL AZIMUTHS ARE MEASURED CLOCKWISE FROM O

NORTH POINT. (GEODETIC)

PIPELINES WHEN WORKING IN DISPOSAL AREA.

3,924,000

3,927,000

3,930,000

3,933,000

3,924,000

3,927,000

3,930,000

89°19’ 0"

89°18’30"

89°18’ 0"

89°17’30"

89°17’ 0"

89°19’ 0"

89°18’30"

89°18’ 0"

89°17’30"

°2 ’ 0

°2 ’3

°2 ’ 0

°2 ’3

°2 ’ 0

°2 ’3

°2 ’ 0

°2 ’3

INITIAL DISCHARGE LOCATION (IDL).

PENI

NSULA "

E-

SOUTH"

PREVIO

USLY C

REATE

0 600’ 1200’

DISCHARGED IN A NORTHEASTERLY DIRECTION AT THE

3,933,000

89°17’ 0"

DM #8

DM #7

DM #6

DM #18

DM #17

DM #16

DM #15

DM #14

DM #13

DM #11

DM #10

DM #9

PASS

N E

C A

N A L

D O N

O T B

L O

C K

X ,9

P .C .4

C /L

P .T .6

C /L

X ,9

P .T .4

C /L

GRAND BAY

C U

R V

Wreck

CHANNEL

TRANSITION

C /L S

T A

A P

P R

O X L

F D

R E

D G

ISLAND

PAUL

A P

P R

O X

C /L S

T A .9

A P

P R

O X

C /L S

T A .5

ISLAND

LYNDA

ISLAND

KAREN

A P

P R

O X . C /L S

T A . 4

P P

R O

X . M

E .0

X= 3927835 Y= 319256

LOCATION)

(INITIAL DISCHARGE

IDL

X= 3929765

Y= 322314

4’ BELOW MUDLINE

4" FLOWLINE

LOBO OPERATING, INC.

4’ BELOW MUDLINE

3" GAS LIFT LINE

LOBO OPERATING, INC.

CHANNEL C/L

MAX. ELEV. +3.5 M.L.G.

DISPOSAL AREA "G"

PREVIOUSLY FILLED

AZ. 351° 0

1’17.75"

OF CUT

BOTTOM EDGES

A P

P R

O X . C /L S

T A . 4

+4.5’ M.L.G.

TO EXCEED

ELEV. +4.0’ NOT

DISPOSAL AREA "G"

AZ. 4°14’35.17"

AZ. 351°01’

17.75"

FLOYD #10 TO EAST FACILITY

3-4" PIPELINES

SARATOGA RESOURCES, INC.

HESS MP 52

VALVE PLATFORM TO

1-6" PIPELINE

SARATOGA RESOURCES, INC.

TO 1000 LEG PLATFORM

VALVE PLATFORM

1-4" & 1-6" PIPELINES

SARATOGA RESOURCES, INC.

EAST FACILITY TO HARVEST MP 47

1-6" PIPELINE

SARATOGA RESOURCES, INC

PIPLINE/FLOWLINE

SARATOGA RESORCES, INC.

WELL NO. 6 AND 12

SL QQ195

SARATOGA RESOURCES, INC.

DISPOSAL TO GUNN ISLAND

DM #12

EL. -24.0’

APPROX. C/L STA. 373+67

1-12" PIPELINE

(SOUTHERN NATURAL GAS)

FORMALLY KINDER MORGAN

HIGH POINT ENERGY

EL. -24.0’

APPROX. C/L STA. 355+76

1-26" PIPELINE

(SOUTHERN NATURAL GAS)

FORMALLY KINDER MORGAN

HIGH POINT ENERGY

EL. -22.0’

APPROX. C/L STA. 296+97

1-16" GAS PIPELINE

(SOUTHERN NATURAL GAS)

FORMALLY KINDER MORGAN

HIGH POINT ENERGY

EL. -37.0’

APPROX. C/L STA. 300+57

2-6" AND 2-4" PIPELINES

SARATOGA RESOURCES, INC

A P

P R

O X . C /L S

T A . 3

A P

P R

O X . C /L S

T A . 3

B A

P T

T E C

O L L E

T T

E B

A R C

H A

N N

E L

P L

A N

P I

E R O

U T

L E

T S

Y O

F V

E N

E L

O U

N A

P L

A Q

U E

E S P

A R

H L

C-02

S c o tt A

C le m e n t

S .A .C

R .W .B

K e it h O ’C a in

J U

N E

W P -1

-B -0

H -1

-4 w .d g n

NEW ORLEANS DISTRICT

S O

A T

N N

E N

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 fiof 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

R L E

A N

S L

O U

N A

A N

S I

W P

-X

M A

T E

N A

N C

E D

R E

D G

G -1

EAST JETTY

WEST JETTY

C U

R V

P.0.T. 330+00 C/L A

P P

R O

C /L S

T A .0

CURVE

00^58’36"

CURVE CURVE

25°24’14"

01°05’46"

5227.04"

1491.12’

2905.15’1250.13’2540.40’

1291.43’

5729.58’ 5866.46"

01°00’00"

627.46’

12°12’36"

C/L CURVE DATA SUMMARY

31°50’37"

EL.-26.9’

C/L STA. 543+53.57

OIL PIPELINE

20" DELTA LOOP

SHELL PIPELINE CORP

SOUNDBRETON

PLAQUEMINES PARISH, LA.

NOTES:

INSIDE PLAN AREA, POLYCONIC PROJECTION-1983 NORTH

AMERICAN DATUM IS SHOWN BY SOLID TICKS AND LAMBERT

CONFORMAL CONIC PROJECTION GRID IS SHOWN BY DASHED TICKS

PREPARED FROM AERIAL PHOTOS FLOWN 2012.

NOTES:

GUNN ISLAND

0 600’ 1200’

B A

P T

T E C

O L L E

T T

E B

A R C

H A

N N

E L

P L

A N

P I

E R O

U T

L E

T S

Y O

F V

E N

E L

O U

N A

C-03

P L

A Q

U E

E S P

A R

H L

O U

N A

S c o tt A

C le m e n t

S .A .C

R .W .B

K e it h O ’C a in

J U

N E

W P -1

-B -0 w .d g n

H -1

-4

NEW ORLEANS DISTRICT

S O

A T

N N

E N

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 fiof 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

R L E

A N

S L

O U

N A

A N

S I

W P

-X

NOT EXCEED +4.5’ M.L.G.

BETWEEN ALL BIRD ISLANDS.

4. THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES A MINIMUM DISTANCE OF 2,000 FEET, AT ELEVATION 0.0 M.L.G,

1. THE INITIAL ELEVATION OF THE MATERIAL PLACED WITHIN DISPOSAL AREA "G" SHALL BE +4.0’ M.L.G, BUT SHALL

Y= 338411.88

X= 3929080.96

DISCHARGE (SPD)

SINGLE POINT

TO AVOID AND MINIMIZE IMPACTS TO WETLANDS. THIS ACCESS CORRIDOR SHALL NOT EXCEED 150’ IN WIDTH/

BE LOCATED IN AN AREA THAT WILL MINIMIZE IMPACTS TO VEGETATION AND AS DIRECT/LINEAR AS POSSIBLE IN ORDER

ACCESS TO DISPOSAL AREA "G" SHALL BE RISTRICTED TO ONE ACCESS CORRIDOR. THIS ACCESS CORRIDOR SHALL

AND 375+80, AND ACROSS THE PREVIOUSLY FILL DISPOSAL AREA "G", ADJACENT TO THE EAST JETTY AND PAUL ISLAND.

2. ACCESS TO DISPOSAL SITE "G" SHALL BE OVER THE EAST ROCK JETTY, BETWEEN C/L STAS 356+80

BUT KEEP THE FINAL ELEVATION AT +6.0 FEET M.L.G. AFTER CONSOLIDATION.

WITHIN THIS AREA SHALL NOT EXCEED +8.0 FEET M.L.G. THE PURPOSE OF WHICH IS TO ENHANCE THE SIZE OF THE ISLAND

FOOTPRINT DEVELOPS AND EXPANDS IN A NORTHERLY DIRECTION. THE ELEVATION OF THE DREDGED MATERIAL PLACED

BE CALLED GUNN ISLAND. MATERIAL SHALL BE PLACED ON GUNN ISLAND IN A MANNER SUCH THAT THE ISLAND

PLACED AT THE SINGLE POINT DISCHARGE (SPD) LOCATION IN ORDER TO CREATE A NEW BIRD BREEDING ISLAND TO

DISPOSAL AREA "G". MATERIAL DREDGED BETWEEN C/L STAS. 420+00 AND 560+00 SHALL BE

3. MATERIAL DREDGED BETWEEN APPROXIMATE C/L STAS. 270+00 AND 420+00 MAY BE PLACED INTO THE AVAILABLE

THIS CONTRACT. GAGE ZERO (0)=0 M.L.G.

5. VERTICAL CONTROL: THE STAFF GAGE AT LIGHT NO. 15 SHALL BE USED FOR ESTABLISHING VERTICAL CONTROL FOR

M A

T E

N A

N C

E D

R E

G -1

DM #8

DM #6

DM #5

DM #4

DM #3

DM #2

DM #1

P .C .2

C /L

P .T .3

C /L

Wreck

C U

R V

AZ. 352 02’10"

ISLAND

LYNDA

A P

P R

O X . C /L S

T A . 4

P P

R O

X . M

E .0

A P

P R

O X . C /L S

T A . 4

P P

R O

X . M

E .0

ISLAND

PLOVER

ISLAND

SHEA

C /L S

T A

F D

R E

D G

WILLET ISLAND

Y= 332418.49

X= 3930905.70

HEATER PLATFORM

12’ X 30’ LINE

WELL NO. 1

SL 16773

LLOG EXPLORATION CO.

Y= 330287.20

X= 3930173.54

WELL NO.1

SL 16370

AMERADA HESS CORP

CHANNEL C/L

BOTTOM EDGES OF CUT

A P

P R

O X . C /L S

T A . 4

P P

R O

X . M

E .4

A P

P R

O X . C /L S

T A . 4

AZ. 351°01’

17.75"

DISPOSAL TO GUNN ISLAND

DM BC

305+00 310+00 315+00 320+00300+00295+00290+00 305+00 310+00 315+00 320+00300+00295+00290+00

285+00280+00275+00270+00265+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 -40

-35

-30

-25

-20

-15

-10

-5

E L E

V A

N I

N F

E E

T M .L .G

DESIGN GRADE -16.0’ M.L.G.

TRANSITION DESIGN GRADE -18.0’ M.L.G.

-40

-35

-30

-25

-20

-15

-10

-5

E L E

V A

N I

N F

E E

T M .L .G

360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00

DESIGN GRADE -18.0’ M.L.G.

410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00

E L E

V A

N I

N F

E E

T M .L .G

-40

-35

-30

-25

-20

-15

-10

-5

E L E

V A

N I

N F

E E

T M .L .G

-40

-35

-30

-25

-20

-15

-10

-5

460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00

-40

-35

-30

-25

-20

-15

-10

-5

E L E

V A

N I

N F

E E

T M .L .G

-40

-35

-30

-25

-20

-15

-10

-5

E L E

V A

N I

N F

E E

T M .L .G

DESIGN GRADE -18.0’ M.L.G.

C /L S

T A

F D

R E

D G

555+00 560+00 565+00

Safety is a Part of Your Contract

INCENTIVE

CLAUSES

E ER

I N

N I

G N

YOUR KEY TO

HIGHER PROFITS

NEW ORLEANS DISTRICT

S O

A T

N N

E N

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 fiof 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

R L E

A N

S L

O U

N A

B A

P T

T E C

O L L E

T T

E B

A R C

H A

N N

E L

A N

S I

W P

-X

A DC

C-04

P I

E R O

U T

L E

T S

Y O

F V

E N

E L

O U

N A

P L

A Q

U E

E S P

A R

H L

O U

N A

P R

O F

S c o tt A

C le m e n t

S .A .C

R .W .B

K e it h O ’C a in

J U

N E

W P -1

-B -0

H -1

-4 w .d g n

C /L S

T A

B E

R E

D G

EAST EDGE OF CUT

CHANNEL C/L

WEST EDGE OF CUT

CHANNEL C/L

WEST EDGE OF CUT

EAST EDGE OF CUT

WEST EDGE OF CUT

CHANNEL C/LEAST EDGE OF CUT

DREDGING

EL. -37.0’

2-6" & 2-4" PIPELINES

C/L STA. 300+67

SARATOGA RESOURCES INC

EL. -26.9’

OIL PIPELINE

20" DELTA LOOP

C/L STA. 543+53.57

SHELL PIPELINE CO. LP

EL. -22.0’

16" PIPELINE

C/L STA. 296+97

(SOUTHERN NATURAL GAS)

FORMALLY KINDER MORGAN

HIGH POINT ENTERGY

EL. -24.0

26" PIPELINE

C/L STA. 355+76

(SOUTHERN NATURAL GAS)

FORMALLY KINDER MORGAN

HIGH POINT ENERGY

EL. -24.0’

12" PIPELINE

C/L STA. 373+67

(SOUTHERN NATURAL GAS)

FORMALLY KINDER MORGAN

HIGH POINT ENERGY

M A

T E

N A

C E D

R E

D G

G -1

SIDE SLOPES ARE 1V ON 3H.

STA. 330+00, AND 250’ FROM C/L STA. 330+00 TO C/L STA. 560+00.

TO C/L STA. 320+00 IS 150’, TRANSITIONING TO 250’ AT C/L

5. REQUIRED CHANNEL BOTTOM WIDTH FROM C/L STA. 270+00

C/L STA. 560+00.

AT C/L STA. 330+00, AND -18.0’ M.L.G. FROM C/L STA. 330+00 TO

TO C/L STA. 320+00 IS -16.0’ M.L.G., TRANSITIONING TO -18.0’ M.L.G.

4. REQUIRED CHANNEL BOTTOM GRADE FROM C/L STA. 270+00

3. ALL STATIONS REFLECT CHANNEL CENTERLINE.

2. ALL ELEVATIONS IN SECTIONS AND PROFILE ARE M.L.G.

COMPLETED IN DEC 2012.

DREDGING OF THE BAPTISTE COLLETTE CHANNEL WAS RECENTLY

OF CONDITIONS THAT EXISTED MARCH 2013. MAINTENANCE

1. CROSS SECTIONS AND PROFILES ARE REPRESENTATIVE

NOTES:

150’

250’

C/L CHANNEL

-5

-10

-15

-20

-25

-30 -300 -275 -250 -225 -200 -175 -150 -125 -100 -50-75 -25 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L CHANNEL

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L CHANNEL

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L CHANNEL

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L STA. 280+00

C/L STA. 290+00

C/L STA. 270+00

C/L STA. 300+00

C/L STA. 310+00

WEST EAST

NEW ORLEANS DISTRICT

S O

A T

N N

E N

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 fiof 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

R L E

A N

S L

O U

N A

B A

P T

T E C

O L L E

T T

E B

A R C

H A

N N

E L

A N

S I

W P

-X

P I

E R O

U T

L E

T S

Y O

F V

E N

E L

O U

N A

P L

A Q

U E

E S P

A R

H L

O U

N A

C R

O S

S S

E C

N S

C-05

S c o tt A

C le m e n t

S .A .C

R .W .B

K e it h O ’C a in

J U

N E

W P -1

-B -0 w .d g n

H -1

-4

M A

T E

N A

N C

E D

R E

D G

G -1

FOR CROSS SECTION NOTES, SEE DRAWING C-07.

NOTES:

C/L CHANNEL

-5

-10

-15

-20

-25

-30 300275250225200175125100 1507550250-25-50-75-100-125-150-175-200-225-250-275-300

-30

-25

-20

-15

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 320+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 330+00

C/L STA. 340+00

C/L STA. 350+00

REACH

TRANSITION

CHANNEL

WEST EAST

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

C/L CHANNEL

-5

-10

-15

-25

-20

-30 -300 -225-275 -250 -200 -175 -150 -125 -100 -75 -25-50 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

C/L STA. 360+00

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

250’

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 380+00

C/L STA. 390+00

C/L STA. 400+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 370+00

250’

C/L CHANNEL

-5

-10

-15

-25

-20

-30 -300 -225-275 -250 -200 -175 -150 -125 -100 -75 -25-50 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

C/L STA. 410+00

WEST EAST

NEW ORLEANS DISTRICT

S O

A T

N N

E N

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 fiof 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

R L E

A N

S L

O U

N A

B A

P T

T E C

O L L E

T T

E B

A R C

H A

N N

E L

A N

S I

W P

-X

P I

E R O

U T

L E

T S

Y O

F V

E N

E L

O U

N A

P L

A Q

U E

E S P

A R

H L

O U

N A

C R

O S

S S

E C

N S

C-06

S c o tt A

C le m e n t

S .A .C

R .W .B

K e it h O ’C a in

J U

N E

W P -1

-B -0 w .d g n

H -1

-4

M A

T E

N A

N C

E D

R E

D G

G -1

FOR CROSS SECTION NOTES, SEE DRAWING C-07.

NOTES:

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 430+00

C/L STA. 440+00

C/L STA. 450+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 420+00

WEST EAST

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

C/L CHANNEL

-5

-10

-15

-25

-20

-30 -300 -225-275 -250 -200 -175 -150 -125 -100 -75 -25-50 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

C/L STA. 460+00

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M

250’

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 480+00

C/L STA. 490+00

C/L STA. 500+00

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 470+00

250’

C/L CHANNEL

-5

-10

-15

-25

-20

-30 -300 -225-275 -250 -200 -175 -150 -125 -100 -75 -25-50 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

C/L STA. 510+00

WEST EAST

NEW ORLEANS DISTRICT

S O

A T

N N

E N

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 fiof 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

R L E

A N

S L

O U

N A

B A

P T

T E C

O L L E

T T

E B

A R C

H A

N N

E L

A N

S I

W P

-X

P I

E R O

U T

L E

T S

Y O

F V

E N

E L

O U

N A

P L

A Q

U E

E S P

A R

H L

O U

N A

C R

O S

S S

E C

N S

C-07

S c o tt A

C le m e n t

S .A .C

R .W .B

K e it h O ’C a in

J U

N E

W P -1

-B -0 w .d g n

H -1

-4

M A

T E

N A

N C

E D

R E

D G

G -1

TO C/L STA. 560+00. SIDE SLOPES ARE 1V ON 3H.

150’, TRANSITIONING TO 250’ AT C/L STA. 330+00, AND 250’ FROM C/L STA. 330+00

5. REQUIRED CHANNEL BOTTOM WIDTH FROM C/L STA. 270+00 TO C/L STA. 320+00 IS

FROM C/L STA. 330+00 TO C/L STA. 560+00.

-16.0’ M.L.G., TRANSITIONING TO -18.0’ M.L.G. AT C/L STA. 330+00, AND -18.0’ M.L.G.

4. REQUIRED CHANNEL BOTTOM GRADE FROM C/L STA. 270+00 TO C/L STA. 320+00 IS

3. ALL STATIONS REFLECT CHANNEL CENTERLINE.

2. ALL ELEVATIONS IN SECTIONS AND PROFILE ARE M.L.G.

CHANNEL WAS RECENTLY COMPLETED IN DEC 2012.

EXISTED MARCH 2013. MAINTENANCE DREDGING OF THE BAPTISTE COLLETTE

1. CROSS SECTIONS AND PROFILES ARE REPRESENTATIVE OF CONDITIONS THAT

NOTES:

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L CHANNEL

-30

-25

-20

-15

-10

-5

-300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 250 50 75 100 125 175150 200 225 250 275 300 -30

-25

-15

-20

-10

-5

C/L STA. 520+00

C/L STA. 530+00

C/L STA. 540+00

WEST EAST

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

C/L CHANNEL

-5

-10

-15

-25

-20

-30 -300 -225-275 -250 -200 -175 -150 -125 -100 -75 -25-50 0 25 50 75 100 125 150 175 200 225 250 275 300

-30

-25

-20

-15

-10

-5

C/L STA. 550+00

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M .L .G

E L E

V A

N I

N F

E E

T M

W912P8-13-B-0056Drawings.pdf

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File details come from the government source that posted it. Updated Nov 14, 2017.