W912P821B0021-0002.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

Reference Solicitation No. W912P821B0021, for New Orleans to Venice, LA, NOV-NF-W-05a.1, First Lift Levee and Drainage Canal Relocation Project, La Reusitte to Myrtle Grove, Plaquemines Parish, Louisiana, is amended as follow s:

Please see continuation pages for changes.

1. CONTRACT ID CODE PAGE OF PAGES

1 9

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

16C. DATE SIGNED

BY 08-Oct-2021

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 W912P821B0021

X 9B. DATED (SEE ITEM 11)

26-Aug-2021

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

08-Oct-2021

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

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:

W912P821B0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES_AMEND 0002

SPECIFICATIONS:

SECTION 00010

Page 00010-3 thru 7. Delete the Bidding Schedule in its entirety and substitute the attached revised Bidding Schedule, page 00010-3 thru 7.

SECTION 09 97 02.03 12

Page 25, paragraph 3.5 PAINTING SCHEDULES, SYSTEM NO. 6. Delete the 1st item for “Items or surfaces to be coated: (1)” in its entirety and substitute the revised item (1) as follows:

“Items or surfaces to be coated: (1) Steel pipe piles (coat upper twenty feet, exterior surfaces only).”

SECTION 31 05 19.04 12

Page 2, paragraph 1.3 MEASUREMENT AND PAYMENT. Delete the 3rd sentence “Payment will be made…” in its entirety and substitute the revised sentence as follows:

“Payment will be made at the applicable contract unit price per square yard for "Separator Geotextile" or "Separator Geotextile – OW”, if Optional Work is exercised."

SECTION 31 05 19.05 12

Page 2, paragraph 1.2 MEASUREMENT AND PAYMENT. Delete the 6th sentence “Payment will be made…” in its entirety and substitute the revised sentence as follows:

“Payment will be made at the contract unit price per square yard for “Reinforcement Geotextile, 1,000 lbs/in”.”

Page 7, paragraph 3.6 FIELD QUALITY CONTROL, TABLE 1. Delete “Table 1, Geotextile Type:” in its entirety and substitute the revised Table 1 as follows:

“Geotextile Type: Woven permeable geotextile

Minimum Property Test Method Certifiable Value

@ 5% strain ASTM D 4595 1000 lbs/in @ ultimate 2000 lbs/in for polyester

2500 lbs/in for polypropylene 3333 lbs/in for polyethylene

Seam Strength (*) Factory or Field ASTM D4884/D4884M 300 lbs/in

(*) All of the samples shall yield test values that are greater than the minimum value that is specified.”

Page 8, paragraph 3.6 FIELD QUALITY CONTROL, TABLE 2. Delete “Table 2” in its entirety.

SECTION 33 05 00.00 12

Page 2, paragraph 1.3 MEASUREMENT AND PAYMENT. Delete this paragraph in its entirety and substitute the revised paragraph as follows:

“1.3 MEASUREMENT AND PAYMENT

No measurement will be made for modifications to existing utilities satisfactorily modified. Payment will be made at the applicable contract job price for "Utility Modifications" or "Utility Modifications-OW", if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to excavate, fabricate and install the pipe sleeve for the gas pipelines, backfill, and complete the work as specified herein and as shown on the drawings.”

DRAWINGS:

SHEET IDENTIFICATION. Delete drawings C-33, C-34, C-35, C-38, C-41, C-42, S-511, S-515 and S-516 in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION No. C-33, C-34, C-35, C-38, C-41, C-42, S-511, S-515 and S-516.

SECTION 00010 - BIDDING SCHEDULE

New Orleans to Venice, LA, NOV-NF-W-05a.1, First Lift Levee and Drainage Canal Relocation Project, La Reusitte to Myrtle Grove, Plaquemines Parish, Louisiana

Item Description Estimated Quantity

Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0002 Traffic Control and Coordination 1 JOB

0003 Silt Fence

0003AA First 2,300 LF 2,300 LF

0003AB All Over 2,300 LF 500 LF

0004 Truck Wash-Down Racks 1 JOB

0005 Reinforced Concrete Floodwall 1 JOB

0006 Sluice Gate Structure 1 JOB

0007 Steel Handrails 1 JOB

0008 Ladders 3 EA

0009 Foundation Instrumentation 1 JOB

0010 Separator Geotextile 58,900 SY

*0011 Reinforcement Geotextile, 1,000 lbs/in

75,600 SY

*0012 Not used

0013 Clearing and Grubbing 1 JOB

0014 Drainage Canals 283,000 CY

0015 Degrading Existing Levees 79,500 CY

0016 Excavation, Structural 99,250 CY

0017 Embankment, Compacted Fill 1,800,000 CY

0018 Embankment, Uncompacted Fill 51,000 CY

0019 Sand Fill 44,000 CY

0020 Vertical Wick Drains 1,744,200 LF

0021 Grouted Riprap 1,900 CY

0022 Piling, Steel Sheet, Type PZ-22 31,100 SF

0023 Piling, Steel Sheet, Type PZ-27 2,000 SF

0024 Piling, Steel Sheet, Type PZ-35 10,210 SF

0025 Compression Pile Tests

0025AA First 3 Compression Tests 3 EA

0025AB All Over 3 Compression Tests 3 EA

0026 Load Frame and Test Piles 1 JOB

0027 Furnish Steel Pipe Piles 57,600 LF

0028 Drive Steel Pipe Piles 57,600 LF

0029 Asphaltic Pavement 1 JOB

0030 Surfacing

0030AA First 14,300 CY 14,300 CY

0030AB All Over 14,300 CY 2,850 CY

0031 Seeding and Mulching 211 AC

0032 Fertilizer

0032AA First 63,300 LBS 63,300 LBS

0032AB All Over 63,300 LBS 9,500 LBS

0033++ Lime Soil Amendment 211 TON

0034++ Sulfur Soil Amendment 106 TON

0035 Utility Modifications 1 JOB

0036 Polypropylene Culverts 1,230 LF

0037 48 Inch RCP Culvert 2,552 LF

0038 60 Inch RCP Culvert 504 LF

0039 Sluice Gates 4 EA

0040 Portable Valve Actuator 1 EA

0041 Stone 4,245 TON

TOTAL BASE WORK: $

OPTIONAL WORK (OW)

0042 Temporary Retaining Structures-OW 1 JOB

0043 Reinforced Concrete Floodwall-OW 1 JOB

0044 Clearing and Grubbing-OW 1 JOB

0045 Embankment, Compacted Fill-OW 4,600 CY

0046 Grouted Riprap-OW 700 CY

0047 Piling, Steel Sheet, Type PZ-22-OW 10,500 SF

0048 Furnish Steel Pipe Piles-OW 19,000 LF

0049 Drive Steel Pipe Piles-OW 19,000 LF

0050 Seeding and Mulching-OW 0.6 AC

0051 Fertilizer-OW

0051AA First 180 LBS 180 LBS

0051AB All Over 180 LBS 30 LBS

0052 Utility Modifications-OW 1 JOB

*0053 Separator Geotextile–OW 1,400 SY

TOTAL OPTIONAL WORK: $

TOTAL BASE WORK + OPTIONAL WORK: $

* Denoted change from previous Bidding Schedule.

++Items not subject to the requirements of FAR 52.211-18 VARIATION IN ESTIMATED QUANTITY.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE

AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID

SHALL BE DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the OPTIONAL WORK Items by written notice to the Contractor. If implemented, the Government will exercise the optional work no later than 400 calendar days after issuance of the Notice to Proceed. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid. If implemented by the Contracting Officer’s Representative, all required work for “Option Area" construction shall be performed by the Contractor as described herein and as shown on the drawings, at any time during the contract period.

NOTE 5: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement. Evaluation of options will not obligate the Government to exercise the option(s). If an option is to be exercised at the time of contract award FAR17.208 shall be used in place of FAR 52.217-5.

NOTE 6: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL

WORK. In the event that OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of the contract will not be adjusted but shall be performed concurrent with the original contract duration of 1,302 calendar days established for the BASE WORK items specified in the Contract Clauses entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”.

NOTE 7: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

EVALUATION OF SUBLINE ITEMS (Dec 2019 - AFARS 5152.211-9000).

Item Nos. 0003, 0025, 0030, 0032 and 0051 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019 -

AFARS 5152.211-9001).

This variation in estimated quantities clause is applicable only to item Nos.

0003, 0025, 0030, 0032 and 0051.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for item Nos. 0003, 0025, 0030, 0032 and 0051 is less than 85% of the quantity of the first subline item listed under such item, the Contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause at Federal Acquisition Regulation (FAR) 52.211-18, VARIATION IN

ESTIMATED QUANTITY.

(c) If the actual quantity of work performed under item Nos. 0003, 0025, 0030, 0032 and 0051 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, VARIATION IN ESTIMATED QUANTITY.

(End of Clause)

(End of Summary of Changes)

TOP OF BANK.

40' FROM TOE OF LEVEE TO

DITCH SHALL BE BACKFILLED

111 112

113 115

F11

C33

C32

C34

FOR EMBANKMENT AT THE LEVEE TOE.

SEE DWG. "MISC LEVEE DETAILS"

LATERAL DITCHES (TYP.)

C31A

0100' 100' 200' 300' 400'

SCALE: 1'' = 100'

PLAN

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89°59'24"

89°59'20"

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89°59'12"

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89°59' 4"

89°59' 8"

89°59' 4"

89°59'24" 89°59'20"

89°59'16"

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NOV05A-19U

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LIMIT

OF CONSTRUCTION

NEW NOV-5a.1

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NEW C/L 05A.1 CANAL

LIMIT OF CONSTRUCTION

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TYPICAL LEVEE DESIGN SECTION 5

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CONSTRUCTION GRADE EL. +12.5

TYPICAL LEVEE DESIGN SECTION 6

NEW LEVEE C/L

EXISTING GROUND ALONG

CONSTRUCTION GRADE EL. +12.0

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GEOTEXTILE, 1,000 LBS/IN @ EL. -1.0

F11

TOP OF BANK.

40' FROM TOE OF LEVEE TO

DITCH SHALL BE BACKFILLED

DETAILS, C/L STA. 235+94.82)

C/L NEW RAMP (SEE DWG. "RAMP

FOR EMBANKMENT AT THE LEVEE TOE.

SEE DWG. "MISC LEVEE DETAILS"

LATERAL DITCHES (TYP.)

125 128

F11 C35

F13 W1 W2

CS1

C37

C39

C40

P4A

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TOP OF BANK.

40' FROM TOE OF LEVEE TO

DITCH SHALL BE BACKFILLED

FOR EMBANKMENT AT THE LEVEE TOE.

SEE DWG. "MISC LEVEE DETAILS"

LATERAL DITCHES (TYP.)

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SCALE: 1'' = 100'

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NOV05A-21U NOV05A-22U

NOV05A-23U

N O

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NOV05A-CPT-21

NOV05A-CPT-30

NOV05A-CPT-22

LIMIT OF CONSTRUCTION

NEW NOV-5a.1 LEVEE C/L

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240+00237+50

TYPICAL LEVEE DESIGN SECTION 6

235+00

F13

PROFILE, STATIONING ALONG NEW C/L NOV-05A.1 LEVEE

232+50

DETAILS, C/L STA. 235+49.82)

C/L NEW RAMP (SEE DWG. RAMP

CONSTRUCTION GRADE EL. +12.5

NEW LEVEE C/L

EXISTING GROUND ALONG

230+00227+50

GEOTEXTILE, 1,000 LBS/IN @ EL. -1.0

225+00

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SEE DWG. "MISC LEVEE DETAILS"

LATERAL DITCHES (TYP.)

DETAILS, C/L STA. 258+53.86)

C/L NEW RAMP (SEE DWG. "RAMP

134 136 137

142 143

W

P4A

ACCESS ROAD "G"

FOR EMBANKMENT AT THE LEVEE TOE.

SEE DWG. "MISC LEVEE DETAILS"

LATERAL DITCHES (TYP.)

M A T C

H L

IN

E , C /L L

E V E E S

T A . 2

.0

0100' 100' 200' 300' 400'

SCALE: 1'' = 100'

PLAN

:1

H -8 -4

C -3

.D

G N

A M

E N

D

R

E V

IS

E D N

O T

E I

N P

R O

F

IL

E

S

E P

B .J .L

C-35

N E

W N

O V -0

A .1 L

E V

E E P

L A

N A

N D P

R O

F

IL

E

N

M A

T C

H L

IN

E , C /L L

E V

E E S

T A . 2

.0

3,711,000

3,711,500

3,712,000

3,712,500

3,712,000

3,712,500

3,711,000

3,711,500

89°58'44"

89°58'40"

89°58'36"

89°58'32"

89°58'28"

89°58'36"

89°58'32"

89°58'28"

89°58'44"

89°58'40"

PLAQUEMINES PARISH, LA.

LAND SIDE

FLOOD SIDE

C /L L

E V

E E S

T A .7

C /L L

E V

E E S

T A .5

C /L L

E V

E E S

T A .4

NOV05A-24U

NOV05A-25U

NOV05A-CPT-23

NOV05A-CPT-24

LIMIT OF CONSTRUCTION

LIMIT OF CONSTRUCTION

NEW NOV-5a.1 LEVEE C/L

LI

M

IT

O

F C

O N

STR

U C

TI

O N

N

EW

C /L 5A .1 C

AN

AL

1 2 3 4 5 of Engineers

US Army Corps

NEW ORLEANS DISTRICT

A P

P R

D A

T E

D

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

C

D E

S C

R

IP

T

IO

N M

A R

K

S O

L

IC

IT

A T

IO

N N

O

D A

T E

C O

N T

R A

C T N

O

X H -8 -4

M A

Y

W P -2

-B -0

F

IL

E N

U M

B E

R

M

A Y

C K

D B

Y

L .H .H

P L

O T D

A T

E

F

IL

E N

A M

E

B L

A N

D R

Y

B L

A N

D R

Y

D W

N B

Y

D E

S

IG

N E

D B

Y

S

IZ

E

S U

B M

IT

T E

D B

Y

A N

S I

D

L A

U R

E N H

H A

T T

E N P .E

P L

O T S

C A

L E

B

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

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A

L A R

E U

S

IT

T E T

O M

Y R

T L E G

R O

V E

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

N E

W O

R L E

A N

S T

O V

E N

IC

E L

O U

IS

IA

N A

N O

V -N

F -W

-0 a .1 F

IR

S T L

IF

T L

E V

E E A

A

IN

A G

E C

A N

A L R

E L

O C

A T

IO

N P

R O J E

C T

PROFILE, STATIONING ALONG NEW C/L NOV-05A.1 LEVEE

250+00 252+50 255+00 257+50 260+00 262+50 265+00 267+50 270+00 272+50 275+00

TYPICAL LEVEE DESIGN SECTION 6 TYPICAL LEVEE DESIGN SECTION 7

DETAILS, C/L STA. 258+53.86)

C/L NEW RAMP (SEE DWG. RAMP

.0

.0

SMOOTH TRANSITION

CONSTRUCTION GRADE EL. +14.0

CONSTRUCTION GRADE EL. +12.5

GEOTEXTILE, 12,000 LBS/IN @ EL. -1.0

E L E

V A

T

IO

N N

A V

D

E L E

V A

T

IO

N N

A V

D

-5-5

NEW LEVEE C/L

EXISTING GROUND ALONG

-10-10

M A

T C

H L

IN

E

C /L S

T A .0

N

O V -0

A .1 L

E V

E E

M A

T C

H L

IN

E

C /L S

T A .0

N

O V -0

A .1 L

E V

E E

-15-15

-20-20

F17

CSP

PLAN & PROFILE)

(SEE BYPASS CANAL

C/L BYPASS CANAL

MATCH TOP OF BANK.

FROM TOE OF LEVEE TO

BACKFILL EXISTING CANAL 40'

FOR EMBANKMENT AT THE LEVEE TOE.

SEE DWG. "MISC LEVEE DETAILS"

LATERAL DITCHES (TYP.)

186 187

C/L STA. 339+58.80.

TIE-IN WITH EDGE OF RIP-RAP,

C/L STA. 334+62.90.

TIE-IN WITH EDGE OF RIP-RAP,

"DRAINAGE STRUCTURE PLAN AND PROFILE"

DRAINAGE STRUCTURE, SEE DWG. S-102:

H -8 -4

C -3

.D

G N

A M

E N

D

R

E V

IS

E D N

O T

E I

N P

R O

F

IL

E

S

E P

B .J .L

:1

N E

W N

O V -0

A .1 L

E V

E E P

L A

N A

N D P

R O

F

IL

E

C-38

400'300'200'

SCALE: 1'' = 100'

PLAN

100'0100'

N

M A

T C

H L

IN

E , C /L L

E V

E E S

T A . 3

.0

L

IM

IT

O

F W

O R

K , C /L L

E V

E E S

T A . 3

.0

3,716,000

3,716,500

3,717,000

3,717,500

3,718,000

3,717,500

3,718,000

3,716,000

3,716,500 3,717,000

89°57'52"

89°57'48"

89°57'44"

89°57'40"

89°57'36"

89°57'32"

89°57'28"

89°57'32"

89°57'28"

89°57'52" 89°57'48"

89°57'44"

89°57'40"

89°57'36"

°3

'2

°3

'2

°3

'2

°3

'2

PLAQUEMINES PARISH, LA.

FLOOD SIDE

LAND SIDE

C /L L

E V

E E S

T A .4

C /L L

E V

E E S

T A .3

C /L L

E V

E E S

T A . 3

.0

C /L L

E V

E E S

T A .4

NOV05A-27U

NOV05A-CPT-29

NF05-140PCC

NF05-141CC

NF05-142PCC

NF06-144FC

NF05-143CC

NF05-92PU

NF05-93PCU

NF05-146PCC

NF05-145CC

NEW N

OV-5

a.1

LEVEE C

/L

LIM

IT

OF C

ONSTRUCTIO

N

LIMIT OF CONSTRUCTION

C/L NEW BYPASS CANAL

A C

C E S S R

O A

D J

LIM

IT O

F C

ONSTRUCTIO

N

LIM

IT O

F C

ONSTRUCTIO

N

®of Engineers

US Army Corps

NEW ORLEANS DISTRICT

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

A P

P R

D A

T E

D E

S C

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IP

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IO

N M

A R

K

H -8 -4

F

IL

E N

U M

B E

R

XC

O

N T

R A

C T N

O

W P -2

-B -0

S O

L

IC

IT

A T

IO

N N

O

M A

Y

D A

T E

M

A Y

P L

O T D

A T

E

F

IL

E N

A M

E

L .H .H

C K

D B

Y

A N

S I

D

S

IZ

E

P L

O T S

C A

L E

L A

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E N H

H A

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E N P .E

S U

B M

IT

T E

D B

Y

B L

A N

D R

Y

D W

N B

Y

B L

A N

D R

Y

D E

S

IG

N E

D B

Y

D

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

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

L A R

E U

S

IT

T E T

O M

Y R

T L E G

R O

V E

C

D R

A

IN

A G

E C

A N

A L R

E L

O C

A T

IO

N P

R O J E

C T

N O

V -N

F -W

-0 a .1 F

IR

S T L

IF

T L

E V

E E A

E

W O

R L E

A N

S T

O V

E N

IC

E L

O U

IS

IA

N A

B

PROFILE, STATIONING ALONG NEW C/L NOV-05A.1 LEVEE

325+00 327+50 330+00 332+50 335+00 337+50 340+00 342+50 345+00 347+50 350+00 352+50

TYPICAL LEVEE DESIGN SECTION 7 TYPICAL LEVEE DESIGN SECTION 8

SMOOTH TRANSITIONSMOOTH TRANSITION

DRAINAGE STRUCTURE, SEE DWG. S-102.

SMOOTH TRANSITION

C/L STA. 351+00.00 (+/-)

TIE-IN WITH EXISTING LEVEE

F16

.0

.0

.0

.0

TYPICAL LEVEE DESIGN SECTION 7

.9

.8

CONSTRUCTION GRADE EL. +14.0

CONSTRUCTION GRADE EL. +13.0

CONSTRUCTION GRADE EL. +14.0

C/L STA. 339+58.80.

TIE-IN WITH EDGE OF RIP-RAP,C/L STA. 334+62.90.

TIE-IN WITH EDGE OF RIP-RAP,

(SEE DWG. "RAMP DETAILS, DRAINAGE STRUCTURE")

C/L NEW RAMP, C/L STA. 333+79.20

(SEE DWG. "RAMP DETAILS, DRAINAGE STRUCTURE")

C/L NEW RAMP, C/L STA. 340+80.50

PLACEMENT OF GEOTEXTILE.

DEGRADE EXISTING LEVEE FOR

GEOTEXTILE, 1,000 LBS/IN @ EL. -2.0

00 3

E L E

V A

T

IO

N N

A V

D

E L E

V A

T

IO

N N

A V

D

V

H

-5-5

NEW LEVEE C/L

EXISTING GROUND ALONG

-10-10

M A

T C

H L

IN

E

C /L S

T A .0

N

O V -0

A .1 L

E V

E E

-15-15

L

IM

IT

O

F W

O R

K

C /L S

T A .0

N O

V -0

A .1 L

E V

E

-20-20

15' (VFZ)

15' (VFZ)

15' (VFZ)

LIMITS OF CLEARING AND GRUBBING

LIMIT OF FERTILIZING , SEEDING & MULCHING

(OPTIONAL)

SETTLEMENT GAGE

10'

TOE VARIES

EXISTING GROUND TOE VARIES

CONSTRUCTION GRADE - EL. 12.0

LIMITS OF CLEARING AND GRUBBING

LIMIT OF FERTILIZING , SEEDING & MULCHING

(OPTIONAL)

SETTLEMENT GAGE

10' 34' 40'

EXISTING GROUND

TOE VARIES

EL. 2.0

EL. 4.0

CONSTRUCTION GRADE - EL. 12.5

GREATER THAN 1,500 PPM.

SECTION SHALL NOT CONTAIN TOTAL SALT CONTENTS

THE TOP 12-INCHES OF EMBANKMENT FOR THE ENTIRE

EL. 4.0

EL. 2.5

25'30'

GREATER THAN 1,500 PPM.

CONTAIN TOTAL SALT CONTENTS

FOR THE ENTIRE SECTION SHALL NOT

THE TOP 12-INCHES OF EMBANKMENT

51' 67'

118' - GEOTEXTILE, 1,000 LBS/IN @ EL. -1.0

"TABULATIONS OF LIMITS OF CONSTRUCTION".

FOR LIMITS, SEE DWG.:

"TABULATIONS OF LIMITS OF CONSTRUCTION".

FOR LIMITS, SEE DWG.:

"TABULATIONS OF LIMITS OF CONSTRUCTION".

FOR LIMITS, SEE DWG.:

"TABULATIONS OF LIMITS OF CONSTRUCTION".

FOR LIMITS, SEE DWG.:

(TEMP. EROSION CONTROL)

VEGETATION ONLY

WINDROW WITH GRASS

(TEMP. EROSION CONTROL)

VEGETATION ONLY

WINDROW WITH GRASS

(TEMP. EROSION CONTROL)

VEGETATION ONLY

WINDROW WITH GRASS

(TEMP. EROSION CONTROL)

VEGETATION ONLY

WINDROW WITH GRASS

TIE-IN WITH EDGE OF ROAD.

TOE VARIES,

LAND SIDE

CONSTRUCTION

LIMIT OF

LAND SIDE

CONSTRUCTION

LIMIT OF

CONSTRUCTION

LIMIT OF

FLOOD SIDE

CONSTRUCTION

LIMIT OF

FLOOD SIDE

X

1V ON 4H1V

ON 3

H

X

1V ON 20H

1V ON 4H

1V

ON 3

H

1V ON 20H

COMPACTED FILL

COMPACTED FILL

TYPICAL LEVEE DESIGN SECTION 5

NOT TO SCALE

(SEE PLAN & PROFILE DWG'S. FOR TRANSITIONS BETWEEN SECTIONS)

TYPICAL LEVEE DESIGN SECTION 6

NOT TO SCALE

(SEE PLAN & PROFILE DWG'S. FOR TRANSITIONS BETWEEN SECTIONS)

C/L STA. 184+00.00 TO C/L STA. 201+50.00

C/L STA. 202+50.00 TO C/L STA. 254+00.00

LEVEE

NOV-05A.1

NEW

C/L

LEVEE

NOV-05A.1

NEW

C/L

1V ON 4HVARIE

S

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

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D E

S

IG

N E

D B

Y

D E

S C

R

IP

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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

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S

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B M

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D B

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P L

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C A

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P L

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A T

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D A

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M A

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D E

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C O

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C T N

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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

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W O

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A N

S D

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T R

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N E

W O

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A N

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N A

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B L

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L .H .H

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A Y

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A N

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A R

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H L

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N A

B L

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H -8 -4

L A

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H A

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D R

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IN

A G

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A N

A L R

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C T

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V -N

F -W

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S T L

IF

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T E T

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W P -2

-B -0

:1

C-41

H -8 -4

C -4

.D

G N

T Y

P

IC

A L L

E V

E E D

E S

IG

N S

E C

T

IO

N S

A

M E

N D

R E

V

IS

E D G

E O

T E

X T

IL

E S

T R

E N

G T

H

S

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B .J .L

15' (VFZ)

15' (VFZ)

LIMITS OF CLEARING AND GRUBBING

LIMIT OF FERTILIZING , SEEDING & MULCHING

(OPTIONAL)

SETTLEMENT GAGE

10' 48'

TOE VARIES

EXISTING GROUND

TOE VARIES

EL. 0.0

EL. 2.0

GREATER THAN 1,500 PPM.

SECTION SHALL NOT CONTAIN TOTAL SALT CONTENTS

THE TOP 12-INCHES OF EMBANKMENT FOR THE ENTIRE

EL. 2.0

EL. 0.0

LIMITS OF CLEARING AND GRUBBING

LIMIT OF FERTILIZING , SEEDING & MULCHING

(OPTIONAL)

SETTLEMENT GAGE

10' 32' 72'

TOE VARIES EXISTING GROUND

EL. 4.0

CONSTRUCTION GRADE - EL. 13.0

GREATER THAN 1,500 PPM.

SECTION SHALL NOT CONTAIN TOTAL SALT CONTENTS

THE TOP 12-INCHES OF EMBANKMENT FOR THE ENTIRE

EL. 2.0

EL. 0.5

CONSTRUCTION GRADE - EL. 14.0

56'36'60'

60' 33'

HAS BEEN BUILT TO EL. 5.0 (MIN.).

UNTIL THE NEW LEVEE SECTION

DEGRADE THE EXISTING LEVEE

THE CONTRACTOR SHALL NOT

ABOVE THE WATER SURFACE.

WATER IS PRESENT UNTIL IT REACHES AN ELEVATION OF 1-FOOT

UNCOMPACTED FILL SHALL BE PLACED IN THE SECTION WHERE

EL. 3.0

TOE VARIES

1V ON 3H

OF EXISTING LEVEE

SILT FENCE AT TOE

40' 70'

C/L STA. 343+00.00 TO C/L STA. 349+50.00

110' - GEOTEXTILE, 1,000 LBS/IN @ EL. -2.0

"TABULATIONS OF LIMITS OF CONSTRUCTION".

FOR LIMITS, SEE DWG.:

"TABULATIONS OF LIMITS OF CONSTRUCTION".

FOR LIMITS, SEE DWG.:

"TABULATIONS OF LIMITS OF CONSTRUCTION".

FOR LIMITS, SEE DWG.:

"TABULATIONS OF LIMITS OF CONSTRUCTION".

FOR LIMITS, SEE DWG.:

(TEMP. EROSION CONTROL)

VEGETATION ONLY

WINDROW WITH GRASS

(TEMP. EROSION CONTROL)

VEGETATION ONLY

WINDROW WITH GRASS

(TEMP. EROSION CONTROL)

VEGETATION ONLY

WINDROW WITH GRASS

1' 1'

10'

7" CRUSHED STONE SURFACING

NATURAL REPOSE

7" CRUSHED STONE SURFACING, (SEE DETAIL).

7" CRUSHED STONE SURFACING, (SEE DETAIL).

SEPARATOR GEOTEXTILE

LAND SIDE

CONSTRUCTION

LIMIT OF

LAND SIDE

CONSTRUCTION

LIMIT OF

CONSTRUCTION

LIMIT OF

FLOOD SIDE

CONSTRUCTION

LIMIT OF FLOOD SIDE

X

1V ON 28H

1V ON 4H1V

ON 3

H

1V ON 30H

X

1V ON 40H

1V ON 4H

1V

ON 3

H

1V ON 40H

COMPACTED FILL

COMPACTED FILL

TYPICAL LEVEE DESIGN SECTION 7

NOT TO SCALE

(SEE PLAN & PROFILE DWG'S. FOR TRANSITIONS BETWEEN SECTIONS)

TYPICAL LEVEE DESIGN SECTION 8

NOT TO SCALE

(SEE PLAN & PROFILE DWG'S. FOR TRANSITIONS BETWEEN SECTIONS)

UNCOMPACTED FILL

C/L STA. 340+80.00 TO C/L STA. 342+00.00

C/L STA. 255+00.00 TO C/L STA. 333+42.00

C/L STA. 343+00.00 TO C/L STA. 351+00.00

LEVEE

NOV-05A.1

NEW

C/L

LEVEE

NOV-05A.1

NEW

C/L

1V ON 4H1V O

N 4H

1V

ON 3

H

1V

ON 3

H 1V ON 4H

SLOPE TO DRAIN

LEVEE

NOV-05A.1

NEW

C/L

LEVEE CROWN SURFACING DETAIL

NOT TO SCALE

C/L STA. 340+90.50 TO C/L STA. 351+00.00 (+/-)

C/L STA. 285+46.83 TO C/L STA. 333+69.20

C/L STA. 351+00 LEADING TO THE WILKINSON P.S. ACCESS RAMP.

SURFACING SHALL TIE-IN WITH EXISTING SURFACING LEVEE BEYOND

NOTE:

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

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E N

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D W

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Y

C K

D B

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D E

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D B

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D E

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N

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B E

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B M

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P L

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C A

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P L

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A T

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D A

T E

M A

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D E

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IDENTIFICATION

SHEET

D A

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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

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T R

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W O

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N A

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L .H .H

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H -8 -4

L A

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C T

N O

V -N

F -W

-0 a .1 F

IR

S T L

IF

T L

E V

E E A

R

E U

S

IT

T E T

O M

Y R

T L E G

R O

V E

M A

Y

W P -2

-B -0

:1

C-42

H -8 -4

C -4

.D

G N

T Y

P

IC

A L L

E V

E E D

E S

IG

N S

E C

T

IO

N S

A

M E

N D

R E

V

IS

E D G

E O

T E

X T

IL

E S

T R

E N

G T

H

S

E P

B .J .L

NEW ORLEANS DISTRICT

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

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

A N

S I

D

X X H -8 -4

L A

U R

E N H

H A

T T

E N P .E

B

B A

R C

E L

O N

A

A G

W D

M E /S

D B

M A

Y

N E

W O

R L E

A N

S T

O V

E N

IC

E L

O U

IS

IA

N A

N O

V -N

F -W

-0 a .1 F

IR

S T L

IF

T L

E V

E E A

A

IN

A G

E C

A N

A L R

E L

O C

A T

IO

N P

R O J E

C T

L A R

E U

S

IT

T E T

O M

Y R

T L E G

R O

V E

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

M

A Y

DESIGNATION

MONOLITH

STATION

BEGIN WL

STATION

END WL

SLAB

BASE

TOP OF

LENGTH

MONOLITH

H : V

BATTER

PILE

ELEV.

TIP

SLAB

BASE

BOTT. OF

ELEV.

CUTOFF

-2.0

LENGTH

PILE

AND PILE FOUNDATION DATA

GENERAL MONOLITH LOCATION

MONOLITH

PER

REQUIRED

NUMBER

N-1

-2.0

-2.0

-2.0

21-2.0

60'

42'

42'

42'

42'

-2.0

0.0

0.0 -4.0

-4.0

-6.0

-6.0

-6.0

-6.0

-6.0

55'

52'

-5.25

-5.25

-5.25

-5.25

-5.25

-5.25

-3.25

-3.25

-3.250.0 -4.052'

180.0 -4.040' -3.25

180.0 -4.040' -3.25

330.0 -4.055' -3.25

20-1.0 -5.050' -4.25

20-1.0 -5.035' -4.25

20-1.0 -5.035' -4.25

20-1.0 -5.035' -4.25

20-1.0 -5.035' -4.25

6637' -13.75

20-1.0 -5.035' -4.25

20-1.0 -5.035' -4.25

20-1.0 -5.035' -4.25

20-1.0 -5.035' -4.25

20-1.0 -5.050' -4.25

N-2

N-3

N-4

N-5

N-6

N-7

S-1

S-2

S-3

S-4

S-5

S-6

DS-1

DS-2

DS-3

DS-4

DS-5

DS-6

DS-7

DS-8

DS-9

DS-10

DS-11

60'

-11.5

-6.0

-14.5

-1.0 -5.0 -4.25 20

20-1.0 -5.0 -4.251:4

1:7

1:7

1:7

1:4

1:2

1:2

1:2

1:2

1:2

1:2

1:2

1:2

1:7

42' -2.0 -6.0 1:3 -5.25

1:3

1:3

1:3

1:3

1:7

1:7

1:3

1:3

1:3

1:3

1:7

-130

-130

-130

-90

-90

-90

-90

-130

-105

-105

-105

-105

-105

-155

-155

-130

-130

-130

-130

-110

-130

-130

-130

-130

-155

-155

65+63.55 66+23.55

66+65.55

67+07.55

67+49.55

67+91.55

68+33.55

68+93.55

135+87.10 136+42.10

136+94.10

137+46.10

137+86.10

138+26.10

138+81.10

335+02.90 335+52.90

335+87.90

336+22.90

336+57.90

336+92.90

337+29.90

337+64.90

337+99.90

338+34.90

338+69.90

339+19.90

66+23.55

66+65.55

67+07.55

67+49.55

67+91.55

68+33.55

136+42.10

136+94.10

137+46.10

137+86.10

138+26.10

335+02.90 335+52.90

335+87.90

336+22.90

336+57.90

336+92.90

337+29.90

337+64.90

337+99.90

338+34.90

338+69.90

335+52.90

339+19.90338+69.90

NOTE: ABOVE PLAN IS FOR SHOWING ANGLES BETWEEN STEEL BARS

18" DIA. STEEL PIPE PILE

#1 1/8'' DIA.STEEL

BARS WITH ACI STD.

180 HOOK

NOTE: GRIND FLUSH WITH PIPE WALL

C /L P

IL

E

C/L PILE

PLAN

PLAN

3" X 38" BACKER RING

18" DIA. STEEL PIPE PILE

TYP

TYP.

TYPICAL PIPE PILE

SPLICE DETAIL

PILE CUT-OFF DETAIL

PILE CONNECTORS DETAIL

PIPE PILES

SEE PILE PLAN

PILE BATTER,

L P

IL

E C

C L P

IL

E

CUT-OFF ELEVATION

BOTTOM OF BASE SLAB

VERTICAL PILE

3/8

/2

ASTM A572 BARS

TYP

3/8

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"

1/2'' THICK PLATE

TYP.

1 1/8" DIA. STEEL BARS

1/2'' THICK PLATE

1 1/8" DIA. STEEL BARS

TYP.

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SECTION

A

/2

STEEL PIPE PILE

STEEL PIPE PILE

ASTM A572 BARS

(T Y P

1/ 2'

1/2'' THICK PLATE

A

NOTES:

1. THE NORTH UTILITY CROSSING IS AN OPTION AREA. SEE SHT. S-100

FOR THE LIMITS OF THE OPTION AREA.

2. STEEL PIPE PILE SURFACE PREPARATION AND PAINTING SHALL BE IN

ACCORDANCE WITH THE SPECIFICATIONS.

3. PILE TIP ELEVATIONS ARE LISTED FOR ESTIMATING PURPOSES ONLY,

FINAL PILE TIP ELEVATIONS WILL BE DETERMINED BY TEST PILES.

4. ALL STEEL PIPE SHALL BE 18" DIA. WITH A

2" WALL THICKNESS AND

SHALL CONFORM WITH THE MATERIAL REQUIREMENTS AS STATED

IN THE SPECIFICATIONS.

5. PIPE PILES SHALL BE FILLED WITH F'c = 2,500 PSI CONCRETE TO FILL

ANY VOIDS THAT REMAIN AFTER PILE DRIVING. THE CONTRACTOR

MAY ELECT TO SUSPEND A POUR STOP 5 FEET BELOW THE TOP OF THE

DRIVEN PILE. THE CONCRETE FILL FOR THE PIPE PILE SHALL BE CURED

FOR 3 DAYS PRIOR TO PLACING THE CONCRETE FOR THE T-WALL BASE SLABS.

6. PIPE PILE SPLICE WELDS SHALL BE NON-DESTRUCTIVELY TESTED USING

BOTH VT AND UT FOR 100% OF THE WELD LENGTH.

7. PIPE PILES SHALL HAVE PILE CONNECTORS FOR MONOLITHS N-1 THRU N-7, S-1

THRU S-6, AND DS-1 THRU DS-11.

ELEVATION

S-511

H -8 -4

S -5

.d g n

A N

D D

E T

A

IL

S

P

IL

E S

C H

E D

U L E

A

M E

N D

R

E V

IS

E D A

S N

O T

E D

S

E P

B .S .B

SEE NOTE 1

APPROX. 112'-6"

SHEET PILE EL. -1.5

TOP OF TRS

SHEET PILE

SEEPAGE CUT-OFF

A P

P R

O X

W12x40 WALE

SHEET PILE TIP EL. -30.0

SEEPAGE CUT-OFF

SHEET PILE EL. -5.25

TOP OF SEEPAGE CUT-OFF

TO BE ABANDONED

TIP EL. -33.5

TRS PZ-35 SHEET PILE

TO BE ABANDONED

OR 1 FOOT BELOW WALL SLAB

CUT OFF 2 FEET BELOW GRADE

TRS PZ-35 SHEET PILE

(GULF SOUTH)

INVERT ~ EL. -10.0

6" DIA. GAS PIPELINES

W8X24

W8X24

EXISTING I-WALL

"16 5L4X4X

W12x40

PIPE STRUT

HSS 7x0.5

SHEET PILE

PZ-35 TRS

STRUT (TYP.)

HSS 7x0.5 PIPE

GAS PIPELINE

6" DIA.

GAS PIPELINE

6" DIA.

EXISTING GROUND

SEE NOTE 3

STIFF PL. (TYP.)

STRUT FLANGES (TYP.)

CENTERED ON

" STIFFNERS, 4

32 X

SHEET PILE

PZ-35 TRS

" PL8

PIPE STRUT

HSS 7X0.5

S-516

H -8 -4

S -5

.d g n

1' 2' 5'0

SCALE: 1/2"=1'-0"

0 8' 32'16'

SCALE: 3/32" =1'-0"

N

O R

T H U

T

IL

IT

Y C

R O

S S

IN

G

E X

C A

V A

T

IO

N D

E T

A

IL

S T

E M

P O

R A

R Y R

E T

A

IN

IN

G S

T R

U C

T U

A

M E

N D

C

H A

N G

E D C

O N

T R

A C

T O

R T

O

U T

IL

IT

Y O

W N

E R

A M

E N

D

R

E V

IS

E D N

O T

E

S

E P

B .S .B

B .S .B

S

E P

EL. -4.0

WALE & STRUT

1V:4H 1V:4H

EL. -16.5EL. -16.5

LAND SIDE FLOOD SIDE

LAND SIDE

10'-0"

FLOOD SIDE

EL. -16.5

REVIEW & APPROVAL BY USACE.

STRUCTURE(S), PRIOR TO COMMENCEMENT OF WORK FOR

A SEQUENCING PLAN, INCLUDING DESIGNING TEMPORARY

FOR CONSTRUCTION. THE UTILITY OWNER MUST DEVELOP

THIS SHEET IS CONCEPTUAL AND IS NOT INTENDED

CONCEPTUAL PLAN ONLY

TO PREVENT WATER FLOW INTO THE OPEN TRS CELL.

3. CONTRACTOR TO ADD EMBANKMENT, COMPACTED FILL (DIKE) AS REQUIRED,

PROTECTED SIDE) TO SUPPORT EACH GAS PIPELINE WITH THE EXCAVATION.

2. THE UTILITY OWNER TO ADD TEMPORARY SUPPORTS (ON BOTH FLOOD &

LIMITS OF THE OPTION AREA.

1. THE NORTH UTILITY CROSSING IS AN OPTION AREA. SEE SHT. S-100 FOR THE

NOTES:

SCALE: N.T.S

6" DIA. GAS PIPELINES EXCAVATION

B

PLAN

B

A

SCALE: N.T.S

6" DIA. GAS PIPELINES EXCAVATION

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

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

A N

S I

D

X X H -8 -4

L A

U R

E N H

H A

T T

E N P .E

B

B A

R C

E L

O N

A

A G

W D

M E /S

D B

M A

Y

N E

W O

R L E

A N

S T

O V

E N

IC

E L

O U

IS

IA

N A

N O

V -N

F -W

-0 a .1 F

IR

S T L

IF

T L

E V

E E A

A

IN

A G

E C

A N

A L R

E L

O C

A T

IO

N P

R O J E

C T

L A R

E U

S

IT

T E T

O M

Y R

T L E G

R O

V E

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

M

A Y

TYP.

SECTION

/2

T Y

P

SCALE: 1/2" =1'-0" A

TYP.

EL. -4.0

WALE & STRUT

SHEET PILE EL. -1.5

TOP OF TRS

C SHEET PILEL

USING PL'S.)

(SHIM TO FIT

W12x40 WALE

TO PZ-35 (TYP.)

W12x40 WALE