16-B-0043-Am_0001.pdf

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

Solicitation W912P8-16-B-0043, Houma Navigation Canal, Continuing Authorities Program (CAP) 206 Shoreline Protection, Terrbonne Parish, Louisiana, is hereby amended as follow s:

1. Include submitted questions and answ ers and associated specification and plan changes, as per the attached;

2. Establish a deadline for contractor questions as show n below :

DEADLINE FOR QUESTIONS: CONTRACTOR QUESTIONS SHALL BE SUBMITTED VIA EMAIL TO

EDITH.M.BRANDON@USACE.ARMY.MIL BY FRIDAY, 26 AUGUST 2016, 10:00 AM CST.

BID OPENING DATE REMAINS UNCHANGED

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 24-Aug-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 W912P8-16-B-0043

X 9B. DATED (SEE ITEM 11)

04-Aug-2016

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

24-Aug-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:

W912P8-16-B-0043

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

Responses to Contractor enquiries to Solicitation W912P8-14-B-0043

For Houma Navigation Canal; Continuing Authorities Program (CAP) 206, Shoreline Protection, Terrebonne Parish, Louisiana (ED-16-017)

ENCL 1

• Reference plan sheet C-07. This indicates the floatation channel slope starts a minimum of 80 feet from the C/L with the floatation channel width 60 feet. Are these two reversed? A barge is 35 feet wide with two side by side 70 feet wide which is the customary method of stone placement for stone dikes. If this remains it will significantly increase the cost of this project due to the need to light load the stone barge and the special equipment needed to place disposal material on the backside of the dike.

The referenced drawing C-07, as well as drawings C-08 thru C-12, have been revised by amendment to reflect an allowable bottom width cut in the flotation channel of 80 feet. In addition the offset distance from centerline of stone dike to start of flotation excavation has been revised to 60’.

• The designer has provided coordinates for the centerline/baseline of the canal and an offset distance to the points on the C/L of the dike but there is nothing that ties the two together. Please provide coordinates on each of the dike points provided.

A tabulation of stone dike centerline PI coordinates has been provided on amended drawing C-07.

• We would like to request the Government quantities on the referenced project;

specifically on items- 0004, 0011, 0012 floatation channel.

End areas for the anticipated stone dike placement and flotation dredging are found on the amended cross section sheets, drawings C-08 thru C-012. In addition a brief tabulation of anticipated contract quantities for stone and flotation dredging is provided on the following pages.

REACH ONE

STONE FLOTATION

STA LENGTH AREA AVG CF TONS AREA AVG CF CYS

44720 194 47

480 190 90,960 5,230 24 11,280 418

45200 185 0

500 180 90,000 5,175 23 11,500 426

45700 175 46

500 171 85,250 4,902 80 40,000 1,481

46200 166 114

500 173 86,250 4,959 76 38,000 1,407

46700 179 38

520 128 66,300 3,812 41 21,060 780

47220 76 43

2,500 24,079 4,513

PLUS 15% 27,691

REACH TWO

STONE FLOTATION

STA LENGTH AREA AVG CF TONS AREA AVG CF CYS

48450 178 94

500 170 85,000 4,888 79 39,250 1,454

48950 162 63

500 179 89,250 5,132 63 31,250 1,157

49450 195 62

500 177 88,500 5,089 76 38,000 1,407

49950 159 90

500 171 85,250 4,902 82 40,750 1,509

50450 182 73

500 183 91,500 5,261 73 36,500 1,352

50950 184 73

500 183 91,250 5,247 62 31,000 1,148

51450 181 51

500 186 92,750 5,333 61 30,250 1,120

51950 190 70

535 208 111,013 6,383 35 18,725 694

52485 225 0

4,035 42,234 9,842

PLUS 15% 48,570

REACH THREE

STONE FLOTATION

STA LENGTH AREA AVG CF TONS AREA AVG CF CYS

53300 187 10

500 191 95,500 5,491

53800 195 0

500 185 92,250 5,304 3 1,250 46

54300 174 5

434 174 75,516 4,342 5 2,170 80

54734 174 5

0 87 0 0 44 0 0

54734 0 83

121 0 0 0 42 5,022 186

54855 0 0

0 94 0 0 0 0 0

54855 188 0

65 188 12,220 703 0 0 0

54920 188 0

380 171 64,790 3,725 42 15,770 584

55300 153 83

420 170 71,400 4,106 42 17,430 646

55720 187 0

2,420 411,676 23,671 1,542

PLUS 15% 27,222

REACH FIVE

STONE FLOTATION

STA LENGTH AREA AVG CF TONS AREA AVG CF CYS

67120 180 98

595 175 103,828 5,970 202 120,190 4,451

67715 169 306

500 174 86,750 4,988 290 145,000 5,370

68215 178 274

500 166 83,000 4,773 252 126,000 4,667

68715 154 230

685 154 105,490 6,066 125 85,625 3,171

69400 154 20

2,280 21,796 17,660

PLUS 15% 25,066

SECTION 01100

Page 10, subparagraph 9(d), Table. Delete the table in its entirety and substitute the following therefore:

Utility Or Structure Approximate Station

Elevation M.L.G.

Name and Address Of Owner

30” Gas Pipeline 461+01 (Reach 1)

-25.0 Columbia Gulf Transmission 196 Mitchell Dr.

Houma, LA 70364 985-879-3301

Columbia Pipeline Company 2603 Augusta Suite 125 Houston, Texas 77057-5637

Mr. Ernest L. Hooter, P.E.

(713) 386-3701

Submarine Cable (abandoned in place)

530+89 (Between

Reach 2 and Reach 3)

-27.0

South La. Elec. Coop 2028 Coteau Rd Houma, LA 70360

Steven J. Giroir

(985) 876-6880

12” Pipeline 681+06 (Reach 5)

-21.2 Gulf South Pipeline Co.

(Koch Gateway Pipeline Co.)

109 N. Park Blvd, Suite 520 Covington, Louisiana 70433

David Carver, P.E.

phone (Montpelier office): 225- 777-4300 x235 phone (Jackson office):

601-968-0321 cell: 985-718-7544

Ms. Joy Parrot

(985) 898-1012

DRAWINGS

1. SHEET IDENTIFICATION Nos. C-03 through C-06. Revise the minimum distance between C/L of rock dike and start of allowable flotation excavation from “80 feet” to “60 feet”.

2. SHEET IDENTIFICATION Nos. C-07 through C-12. Delete these drawings in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. C-07 through C-12 therefore:

152 FT. +/-

157 FT. +/-

1V:2H

SLOPE

1V: 3H

SLOPESLOPE

1V:3H

1V: 3H

SLOPE

SLOPE

1V:3H

SLOPE

1V:2H

ELEV.+2.5 MAX.

EXCAVATE AS NEEDED

EXCAVATE AS NEEDED

xx

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C-07

A

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3' EXTENSION

W

P -1

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C O

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IN

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-4

NEW ORLEANS DISTRICT

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C O

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

U .S

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M Y C

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P S O

F E

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W O

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A N

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A N

A L

P R

O G

R A

M

C A

P

E D -1

-0

B ri a n L e a u m o n t

K e it h J

O 'C a in

C -0

.d g n

A U

G U

S T

D

C

A

B

1 2 3 4 5

A N

D B

O T

T O

M O

F C

U T D

IM

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V

IS

E D F

L O

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H A

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F F S

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ID

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NOTE: FOR REACH WHERE FLOTATION MATERIAL IS TO BE PLACED BEHIND DIKE.

NOTE:

1. ALL ELEVATIONS REFERENCE NAVD88 DATUM.

THEORETICAL DIKE SECTION WITH FLOTATION CHANNEL AND LAND SIDE DISPOSAL

EXISTING LAKE BOTTOM

EXISTING LAKE BOTTOM

3. A TOLERANCE OF +/- 0.5-FOOT FROM THE SLOPES, LINES, AND GRADES

SHOWN ON THE CONTRACT DRAWINGS WILL BE ALLOWED IN THE FINISHED

SURFACE OF THE STONE, EXCEPT THAT THE EXTREME OF THIS TOLERANCE

SHALL NOT BE CONTINUOUS OVER A DISTANCE GREATER THAN 200 LF.

SCALE: N.T.S.

ELEVATION VARIES

SCALE: N.T.S.

ELEVATION VARIES

THEORETICAL DIKE SECTION WITH FLOTATION CHANNEL AND CHANNEL SIDE DISPOSAL

WHERE PRACTICAL ALL SPOIL MATERIAL SHALL BE PLACED BEHIND THE ROCK DIKE

OF PROJECT. NO MATERIAL SHALL BE PLACED ON THE BANKS.

2. MAX ELEVATION OF LANDSIDE SPOIL SHALL NOT EXCEED (+)2.5 FT UPON COMPLETION

REACH 1 - C/L DIKE COORDINATES

POINT NAME Y-COORDINATEX-COORDINATE

REACH 2 - C/L DIKE COORDINATES

POINT NAME Y-COORDINATEX-COORDINATE

REACH 3 - C/L DIKE COORDINATES

POINT NAME Y-COORDINATEX-COORDINATE

REACH 5 - C/L DIKE COORDINATES

POINT NAME Y-COORDINATEX-COORDINATE

R1-1

R1-2

R1-3

R1-4

R1-5

R1-6

R1-7

R1-8

R1-9

R1-10

R1-11

R1-12

R1-13

R1-14

R2-1

R2-2

R2-3

R2-4

R2-5

R2-6

R2-7

R2-8

R2-9

R2-10

R2-11

R2-12

R2-13

R2-14

R3-1

R3-2

R3-3

R3-4

R3-5

R3-6

R3-7

R3-8

R3-9

R3-10

R3-11

R3-12

R3-13

R3-14

R5-1

R5-2

R5-3

R5-4

R5-5

R5-6

R5-7

R5-8

R5-9

R5-10

R5-11

R5-12

R5-13

3476012.49 346831.76

346787.153475981.33

346421.833475990.78

346271.053475960.63

346226.493475914.04

346101.703475914.59

346017.003475908.85

345762.043475857.01

345578.213475900.55

345512.663475869.57

345478.693475819.59

345382.163475795.95

344639.213475726.58

344364.603475698.77

3475543.46 343132.68

343090.873475512.14

342354.703475440.19

341593.583475325.79

341557.313475340.76

341424.023475331.92

341396.183475297.90

341033.113475262.42

340991.413475230.44

340857.583475223.17

340811.693475238.99

340381.183475176.45

339976.563475152.93

339869.223475134.79

3474955.10 338314.34

338270.843474918.47

3474909.73

337685.913474883.94

337608.493474830.79

337510.733474851.54

337470.733474830.86

337013.803474798.18

336900.623474721.32

336757.143474702.96

336705.303474732.38

336595.543474741.20

336497.553474708.26

336369.133474642.34

3472876.30 324627.57

324551.333472951.01

324233.443472986.04

323760.593472821.04

323531.943472847.06

323285.603472787.63

323173.463472737.54

323037.723472824.27

322943.423472809.45

322518.743472826.43

322368.033472810.45

322366.283472813.18

322318.023472891.49

R2-15 3470561.72 339434.71

R2-16 3475048.33 339202.02

R2-17 3475117.21 339131.31

337839.35

R3-15 3474659.68 336269.31

R3-16 3474620.36 336162.64

R3-17 3474600.23 335966.44

R3-18 3474657.86 335913.29

LAND SIDE

LAND SIDE

HNC SIDE

HNC SIDE

SHALL EXTEND

FROM TOE OF DIKE

SHALL EXTEND

FROM TOE OF DIKE

3 FEET

3 FT.

GEOTEXTILE

GEOTEXTILE

3'

FOUNDATION

GEOTEXTILE

GEOTEXTILE

FOUNDATION

60 FT. MIN.

EL. APPROX.

(-) 1 FT.

STONE

STONE

EL. +5.0 (TYP.)

C/L DIKE

10 FT. MIN.

6.0 FT.10 FT. MIN.

10 FT. MIN.

EL. +5.0 (TYP.)6.0 FT.

C/L DIKE

10 FT. MIN.

+2.0'

+2.0'

60 FEET MINIMUM

TOP OF BANK.

ON TOP OF BANK OR LANWARD OF

NO MATERIAL SHALL BE PLACED

EL.-7.0 MAX.

EL.-7.0 MAX.

80 FT. MAX.

BOTTOM WIDTH

FLOTATION CHANNEL

FLOTATION CHANNEL

BOTTOM WIDTH

80 FT. MAX.

TOP OF BANK

SEE PLAN DRAWINGS

VARIES

CHANNEL

FROM FLOTATION

DISPOSAL MATERIAL

TOP OF BANK

SEE PLAN DRAWINGS

VARIES

CHANNEL

FROM FLOTATION

DISPOSAL MATERIAL

-10

-20

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-10

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447+00

452+00

457+00

462+00

467+00

60'

1V ON 2H

EL. -7.0'

60'

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

472+00

60'

EL. -7.0'

1V ON 2H

C/L

C/L

C/L

C/L

+5.0

+5.0

+5.0

+5.0

+5.0

+5.0

REQUIRED

FLOTATION

NO

C/L

C/L

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

REACH 1

NEW ORLEANS DISTRICT

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NOTES:

1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014

2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 80 FT BOTTOM WIDTH

3. ELEVATIONS SHOWN ARE IN FEET - NAVD88

4. REQUIRED DIKE DIMENSIONS ARE 6.0' CROWN TO ELEVATION +5.0 NAVD88

C R

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P -1

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C A

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-0

B ri a n L e a u m o n t

K e it h J

O 'C a in 4

C -0

.d g n

A

U G

WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM

A U

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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

524+50

519+50

514+50

509+50

504+50

REQUIRED

NO FLOTATION

C/L

C/L

C/L

C/L

C/L

+5.0

+5.0

+5.0

+5.0

+5.0

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

60'

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

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

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

T E

R R

E B

O N

N E P

A R

IS

H L

A

C-09

A N

S I

D

B M

L K J

O W

P -1

-B -0

W P

-X

H -1

-4

NOTES:

1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014

2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 80 FT BOTTOM WIDTH

3. ELEVATIONS SHOWN ARE IN FEET - NAVD88

4. REQUIRED DIKE DIMENSIONS ARE 5.5' CROWN TO ELEVATION +5.0 NAVD88

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

S H

O R

E L

IN

E P

R O

T E

C T

IO

N

C R

O S

S S

E C

T

IO

N S R

E A

C H

:1

C O

N T

IN

U

IN

G A

U T

H O

R

IT

IE

S

P R

O G

R A

M

C A

P

E D -1

-0

B ri a n L e a u m o n t

K e it h J

O 'C a in

A

U G

C -0

.d g n

REACH 2

A U

G U

S T

WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM

A

N D B

O T

T O

M O

F C

U T D

IM

E N

S

IO

N S

R E

V

IS

E D F

L O

T A

T

IO

N C

H A

N N

E L O

F F S

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

499+50

494+50

489+50

484+50

C/L

C/L

C/L

C/L

+5.0

+5.0

+5.0

+5.0

1V ON 2H

EL. -7.0'

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

60'

T E

R R

E B

O N

N E P

A R

IS

H L

A

C-10

A N

S I

D

B M

L K J

O W

P -1

-B -0

W P

-X

H -1

-4

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

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

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

NOTES:

1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014

2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 80 FT BOTTOM WIDTH

3. ELEVATIONS SHOWN ARE IN FEET - NAVD88

4. REQUIRED DIKE DIMENSIONS ARE 5.5' CROWN TO ELEVATION +5.0 NAVD88

C O

N T

IN

U

IN

G A

U T

H O

R

IT

IE

S

S H

O R

E L

IN

E P

R O

T E

C T

IO

N

C R

O S

S S

E C

T

IO

N S R

E A

C H

:1

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

P R

O G

R A

M

C A

P

E D -1

-0

B ri a n L e a u m o n t

K e it h J

O 'C a in 4

C -1

.d g n

J

U L

Y

REACH 2

WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM

A U

G U

S T

A

N D B

O T

T O

M O

F C

U T D

IM

E N

S

IO

N S

R E

V

IS

E D F

L O

T A

T

IO

N C

H A

N N

E L O

F F S

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60

-10

-20

-30

556+91

533+00

60'

60'

60'

1V ON 2H

EL. -7.0'

538+00

543+00

549+20

553+00

60'

60'

ROCK

EXISTING

C/L

C/L

C/L

C/L

C/L

C/L

REQUIRED

FLOTATION

NO

REQUIRED

FLOTATION

NO

REQUIRED

FLOTATION

NO

REQUIRED

FLOTATION

NO

+5.0

+5.0

+5.0

+5.0

+5.0

+5.0

60'

EXCAVATION

FLOTATION

ALLOWABLE

1V ON 2H

EL. -7.0'

EXCAVATION

FLOTATION

ALLOWABLE

REACH 3

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

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

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

T E

R R

E B

O N

N E P

A R

IS

H L

A

C-11

A N

S I

D

B M

L K J

O W

P -1

-B -0

W P

-X

H -1

-4

NOTES:

1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014

2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 80 FT BOTTOM WIDTH

3. ELEVATIONS SHOWN ARE IN FEET - NAVD88

4. REQUIRED DIKE DIMENSIONS ARE 5.5' CROWN TO ELEVATION +5.0 NAVD88

C O

N T

IN

U

IN

G A

U T

H O

R

IT

IE

S

S H

O R

E L

IN

E P

R O

T E

C T

IO

N

C R

O S

S S

E C

T

IO

N S R

E A

C H

:1

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

P R

O G

R A

M

C A

P

E D -1

-0

B ri a n L e a u m o n t

K e it h J

O 'C a in

A

U G

C -1

.d g n

WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM

A U

G U

S T

SHALL BE INCLUDED IN THE UNIT PRICE PER TON FOR STONE PLACEMENT .

MAJORITY OF REACH 3. ANY REQUIRED FLOTATION EXCAVATION IN THIS REACH

5. EXISTING WATER DEPTHS DO NOT ALLOW FOR FLOTATION EXCAVATION IN THE

A

N D B

O T

T O

M O

F C

U T D

IM

E N

S

IO

N S

R E

V

IS

E D F

L O

T A

T

IO

N C

H A

N N

E L O

F F S

C/L

C/L

C/L

C/L

C/L

REACH 5 NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

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

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

T E

R R

E B

O N

N E P

A R

IS

H L

A

C-12

A N

S I

D

B M

L K J

O W

P -1

-B -0

W P

-X

H -1

-4

C O

N T

IN

U

IN

G A

U T

H O

R

IT

IE

S

C R

O S

S S

E C

T

IO

N S R

E A

C H

:1

H O

U M

A N

A V

IG

A T

IO

N C

A N

A L

P R

O G

R A

M

C A

P

E D -1

-0

B ri a n L e a u m o n t

K e it h J

O 'C a in 4

C -1

.d g n

A

U G

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60

672+14

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60

677+14

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60

682+14

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60

687+14

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N N

A V

D

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60

692+14

-10

-20

-30

60'

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

60'

1V ON 2H

EL. -7.0'

NOTES:

1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014

2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 80 FT BOTTOM WIDTH

3. ELEVATIONS SHOWN ARE IN FEET - NAVD88

4. REQUIRED DIKE DIMENSIONS ARE 6.0' CROWN TO ELEVATION +5.0 NAVD88

WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM

+5.0

+5.0

+5.0

+5.0

+5.0

A U

G U

S T

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

EXCAVATION

FLOTATION

ALLOWABLE

S H

O R

E L

IN

E P

R O

T E

C T

IO

N

EXCAVATION

FLOTATION

ALLOWABLE 1

A

N D B

O T

T O

M O

F C

U T D

IM

E N

S

IO

N S

R E

V

IS

E D F

L O

T A

T

IO

N C

H A

N N

E L O

F F S

E T

1V ON 2H

EL. -7.0'