W912P822B0030 Amendment 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

West Shore Lake Pontchartrain, LA Hurricane and Storm Damage Risk Reduction Project, WSLP-SP2, Site Preparation Contract 2, St. John the Baptist Parish, LA (ED-22-014) has been amended to:

1. Include changes to the Solicitation as show n on the attached sheets

2. Extend the Questions Due Date to April 6, 2022 at 11:00am

1. CONTRACT ID CODE PAGE OF PAGES

1 8

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

16C. DATE SIGNED

BY 31-Mar-2022

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 W912P822B0030

X 9B. DATED (SEE ITEM 11)

16-Mar-2022

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

01-Apr-2022

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:

W912P822B0030

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0001

SECTION 00010 – BIDDING SCHEDULE

West Shore Lake Pontchartrain, Hurricane and Storm Damage Risk Reduction Project, WSLP-SP-2 Site Preparation Contract 2, St. John the Baptist Parish, LA

Item DESCRIPTION Estimated Quantity

Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0002 Channel Crossing 1 JOB

0003 Traffic Control and Coordination 1 JOB

0004 Truck Wash-Down Rack 1 JOB

0005 Clearing and Grubbing 1 JOB

0006 Sand Fill

0006AA First 74,150 Ton 74,150 TON

0006AB All Over 74,150 Ton 49,440 TON

0007 Crushed Stone Pipeline Crossings 1 JOB

*0008 Vertical Wick Drains 19,550 LF

*0009 Horizontal Strip Drains 535 LF

TOTAL BASE WORK: $

OPTIONAL WORK 1 (OW1)

*0010 Channel Crossing – OW1 1 JOB

*0011 Sand Fill - OW1

0011AA First 19,650 Ton 19,650 TON

0011AB All Over 19,650 Ton 13,100 TON

TOTAL OW1: $

OPTIONAL WORK 2 (OW2)

*0012 Channel Crossing – OW2 1 JOB

*0013 Sand Fill – OW2

0013AA First 41,690 Ton 41,690 TON

0013AB All Over 41,960 Ton 27,800 TON

TOTAL OW2: $

TOTAL BASE WORK + OW1 + OW2 $

* Denoted change from previous Bidding Schedule.

**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).

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

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

NOTE 5: 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. 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.

NOTE 6: 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 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL

WORK.

(a) If OW1 is exercised under the terms of the contract, the time required for completion of the contract will be 30 calendar days in addition to the original contract duration of 170 calendar days established for the BASE WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”.

(b) If OW2 is exercised under the terms of the contract, the time required for completion of the contract will be 80 calendar days in addition to the original contract duration of 170 calendar days established for the BASE WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”, plus 30 calendar days for OW1.

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

Item Nos. 0006, 0011, and 0013 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. 0006, 0011, and 0013.

(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. 0006, 0011, and 0013 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. 0006, 0011, and 0013 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)

SPECIFICATIONS:

SECTION 00010

Page 00010-3 thru 6. Delete the Bidding Schedule in its entirety and substitute the attached revised Bidding Schedule, page 00010-3 thru 6.

SECTION 00700

Page 2, paragraph 3 (e). Index of Drawing. Delete the reference to Drawing No.

“C-009” and substitute “C-010”.

SECTION 01100

Page 10, subparagraph 9 (c). Delete the point of contact for “Energy Transfer Partners” in its entirety and substitute the revised POC as follows:

“ENERGY TRANSFER PARTNERS

Justin Walker Senior Manager of Encroachments 1300 Main Street Houston TX, 77002 Email: justin.walker@energytransfer.com Work Phone: 225-963-4214”

Page 10, subparagraph 9 (c). Insert the new subparagraph “9 (d)” after subparagraph 9

(c) as follows:

“(d) Weight Limit Restrictions over Pipeline Crossings

The access roads to be constructed are restricted to the following individual vehicle load limits:

1. 24,000 pounds single axle weight

2. 48,000 pounds for each tandem axle group

3. 60,000 pounds for each tridem axle group

4. 54,000 pounds for each trunnion axle group (16 wheels)

5. 650 pounds per inch width of tire

6. 180,000 pounds gross vehicle weight, not to exceed any axle or wheel limit listed in 1 through 5 above.

Contractor shall ensure that only single lane of traffic is utilized when crossing specialty equipment requiring a permit, including any custom axle configurations.

In addition to local and state permits, contractor shall submit a crossing notification for all permitted loads 14 days in advance, identifying weight per axle group, number of tires per axle, and axle configurations using the form attached at the end of this section.”

Page 15, paragraph 19. COORDINATION WITH LOCAL INTERESTS. At the end of the construction contact for Louisiana Department of Wildlife and Fisheries, add “NOTE” as follows:

“NOTE: Prior to the commencement of construction, the Contractor shall notify Cornelius Williams via email at cjwilliams@wlf.la.gov, their intent to begin the project and give a brief outline of the project schedule. Notification shall be made at least 14 days prior to commencement of the construction.”

Page 17, paragraph 21. JOINT RISK MANAGEMENT. Insert the new paragraph “22. ORDER OF WORK” after paragraph 21 as follows and renumber remaining paragraph accordingly.

“22. ORDER OF WORK

The Contractor shall, as a first order of work, construct the work as shown on the drawing from north edge of Frenier Rd to the far extent of the existing pile load testing site shown on the plans. The Contractor is allowed to concurrently work in other areas of the contract.”

Section 01100 Attachments. Add the attached ENCL 1 - PERMITTED OR OVERWEIGHT LOAD SUBMITTAL to end of Section 01100 attachments.

SECTION 01 33 00

Submittal Register. Delete the Section 01 33 00 "Submittal Register" in its entirety and substitute the attached revised "Submittal Register".

SECTION 01 57 23.00 12

Page 6, paragraph 3.5 (a) Delete subparagraph “(a) Job description…” in its entirety and substitute the revised subparagraph (a) as follows:

“(a) Job description. The work consists of clearing and grubbing, crushed stone access road construction, sand fill placement, culvert installation, vertical wick drain and horizontal strip drain installation, and other work incidental thereto.”

Page 6, paragraph 3.5 (b) Delete subparagraph “(b) Activity sequence…” in its entirety and substitute the revised subparagraph (b) as follows:

“(b) Activity sequence. Project will begin with clearing and grubbing the areas receiving sand fill and proceed by constructing crushed stone access roads to place sand fill to the lines and grades shown on the plans followed by wick drain installation and culvert installation.”

SECTION 31 24 00.00 12

Insert the attached new “Section 31 26 00.00 12 VERTICAL WICK AND HORIZONTAL STRIP DRAINS” after “Section 31 24 00.00 12 SAND FILL”.

DRAWINGS:

SHEET IDENTIFICATION. Delete drawings G-03, C-001, C-002, C-004, C-007, C-008, and C-009 in their entirety and substitute the attached revised drawings SHEET ID No.

G-03, C-001, C-002, C-004, C-007, C-008, and C-009.

Drawing C-009. Insert the attached new drawing SHEET ID No. “C-010” after “C-009”.

(End of Summary of Changes)

PERMITTED OR OVERWEIGHT LOAD SUBMITTAL

Contract Number: W12P822C01234 Submittal Number: 000700-24-001

Planned Transport Date April 23, 2024

Access Road to be utilized Access Road F

Description of Load: Crane Body

Type of transport vehicle Lowboy Trailer

Weight of Truck: 16,500

Weight of Trailer: 12,000

Weight of Load: 96,000

TOTAL WEIGHT: 124,500

Axle Load (pounds) # Tires per Axle Estimated Loading/ Spacing between per tire (Axle Load/ # Tires) Axles (from Front)

FIRST AXLE (Front of Truck) 16,000 2 8,000 0

Second Axle load 20,000 4 5,000 10

Third Axle load 20,000 4 5,000 4

Fourth Axle load 18,000 4 4,500 30

Fifth Axle load 18,000 4 4,500 4

Sixth Axle Load 18,000 4 4,500 4

Seventh Axle Load 14,500 4 3,625 4

Total Axle Loading 124,500

Note: Only one way traffic is allowed on access road with loads and configurations that require a State Permit.

I certify that the planned load does not exceed the load limits specified in the contract specifications:

QC Manager Date

SAMPLE

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

WSLP-SP2 SITE PREPARATION CONTRACT

01 32 17.00 20 SD-01 Preconstruction Submittals

1.6 GQualifications

1.4 GBaseline Network Analysis

Schedule (NAS)

SD-11 Closeout Submittals

1.8.2 GAs-Built Schedule

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

01 45 04.00 10 SD-01 Preconstruction Submittals

3.2 G CDContractor Quality Control Plan

01 55 26.00 12 SD-01 Preconstruction Submittals

3.2 GTraffic Control Device Plan

01 78 02.00 10 SD-02 Shop Drawings

1.3.1 G DO'As-Built' Drawings

31 05 20.10 12 SD-01 Preconstruction Submittals

1.6.1 G ROWork Plan

SD-06 Test Reports

1.7 G ROHigh Strength Geogrid

3.5.2 G ROHigh Strength Geogrid

SD-07 Certificates

1.7High Strength Geogrid

3.5.2High Strength Geogrid

31 26 00.00 12 SD-01 Preconstruction Submittals

3.1 GSequence and Method of

Installation

SD-03 Product Data

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

WSLP-SP2 SITE PREPARATION CONTRACT

31 26 00.00 12 2.1.1 GVertical Wick Drains

2.1.2 GHorizontal Strip Drains

SD-04 Samples

1.4.1 GQuality Assurance Samples and

Tests

SD-07 Certificates

2.1.1 GVertical Wick Drains

2.1.2 GHorizontal Strip Drains

1.7 GCompletion and Performance

1.4.1 GWick Survey

32 15 00.00 12 SD-06 Test Reports

1.5.2 GSampling and Testing

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

WSLP-SP-2 Site Preparation Contract 2 Ed 22-014

SECTION TABLE OF CONTENTS

DIVISION 31 - EARTHWORK

SECTION 31 26 00.00 12

VERTICAL WICK AND HORIZONTAL STRIP DRAINS

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT AND PAYMENT

1.3 REFERENCES

1.4 QUALITY CONTROL

1.4.1 General

1.5 SUBMITTALS

1.6 SHIPMENT AND STORAGE

1.7 COMPLETION AND PERFORMANCE

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Vertical Wick Drains

2.1.2 Horizontal Strip Drains

2.1.3 Suppliers

PART 3 EXECUTION

3.1 VERTICAL WICK DRAIN INSTALLATION

3.1.1 Splices or Connections

3.1.2 Obstructions

3.1.3 Wick Drains from Working Surface

3.1.4 Wick Drain Installation Equipment

3.2 HORIZONTAL STRIP DRAIN INSTALLATION

-- End of Section Table of Contents --

SECTION 31 26 00.00 12 Page 1 ED 22-014

SECTION 31 26 00.00 12

VERTICAL WICK AND HORIZONTAL STRIP DRAINS

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, equipment, and materials, and performing all operations necessary for installing vertical wick drains and horizontal strip drains as indicated in the drawings and as specified herein. The vertical wick drains and horizontal strip drains shall be installed by a Contractor or subcontractor experienced in vertical wick and horizontal strip drain installation, specifically in soft, highly-compressible swamp environments.

1.2 MEASUREMENT AND PAYMENT

Vertical wick drains and horizontal strip drains will be measured for payment by the linear foot satisfactorily installed, including the required length of wick drain material protruding above the working surface, complete and in place. No additional payment will be made for wick drains placed in excess of design lengths shown on the drawings.

Payment will be made at the contract unit price per linear foot for "Vertical Wick Drains" or "Horizontal Strip Drains". Price and payment shall constitute full compensation for furnishing all plant, labor, material and equipment required to complete the work, and performing all operations for installing the vertical wick drains and horizontal strip drains as specified herein and as shown on the drawings.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D1621 (2010) Compressive Properties of Rigid Cellular Plastics

ASTM D3776/D3776M (2009a; R 2013) Standard Test Method for Mass Per Unit Area (Weight) of Fabric

ASTM D3786/D3786M (2013) Hydraulic Bursting Strength of Textile Fabrics-Diaphragm Bursting Strength Tester Method

ASTM D4491 (1999a; R 2014; E 2014) Water Permeability of Geotextiles by Permittivity

ASTM D4533/D4533M (2015) Standard Test Method for Trapezoid Tearing Strength of Geotextiles

ASTM D4632/D4632M (2015) Grab Breaking Load and Elongation of Geotextiles

SECTION 31 26 00.00 12 Page 2 ED 22-014

ASTM D4716/D4716M (2008; R 2013) Determining the (In-Plane) Flow Rate Per Unit Width and Hydraulic Transmissivity of a Geosynthetic Using a Constant Head

ASTM D4751 (2012) Determining Apparent Opening Size of a Geotextile

ASTM D4833/D4833M (2007; E 2013; R 2013) Index Puncture Resistance of Geotextiles, Geomembranes, and Related Products

ASTM G21 (2013) Determining Resistance of Synthetic Polymeric Materials to Fungi

1.4 QUALITY CONTROL

1.4.1 General

The Contractor shall establish and maintain quality control for vertical wick drain and horizontal strip drain installation to assure compliance with contract requirements, and maintain records of his/her quality controls for all construction operations including but not limited to the following:

1) Location and depth of each verticalwick drain installation. The Contractor shall have a quality control representative on site during installation of drains to monitor the depth of penetration of each wick to ensure compliance with required depth.

2) Location of and connection details of the drains.

3) Wick Survey: Weekly and post installation survey of wick locations, including the lat/log and installed depth of each wick drain installed.

4) Quality Assurance Samples and Tests.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Sequence and Method of Installation; G

The Contractor shall submit to the contracting officer, for review and approval, details of the sequence and method of installation including the items listed below in paragraph 'WICK DRAIN INSTALLATION" and paragraph "HORIZONTAL STRIP DRAIN

INSTALLATION".

SD-03 Product Data

SECTION 31 26 00.00 12 Page 3 ED 22-014

Vertical Wick Drains; G

Horizontal Strip Drains; G

SD-04 Samples

Quality Assurance Samples and Tests; G

The Contractor shall submit a 3 ft sample of the Vertical Wick drain material stamped or labeled by the manufacturer as being representative of the drain material having the specified trade name. At least 30 days prior to installation, the Contractor shall furnish to the Contracting Officer, in duplicate a mill certificate or affidavit signed by a legally authorized official from the company manufacturing the Vertical Wick drains. The certificate shall contain the signer's title, the name and address of the Contractor, the contract number, and the project name and location. Approval of the sample material by the Contracting Officer shall be required prior to site delivery of the Vertical Wick drain material.

SD-07 Certificates

Vertical Wick Drains; G

Horizontal Strip Drains; G

Completion and Performance; G

The Contractor shall submit proof of successful completion and performance on a similar wick drain and horizontal strip drain installation project.

Wick Survey; G

The Contractor shall submit lat/long locations and depth of each drain installed on a weekly basis, and include the locations in a kmz file, as well as a final layout of all drains and depths upon completion and approval of all drains.

1.6 SHIPMENT AND STORAGE

During shipment and storage, the drain materials shall be wrapped in a heavy-duty protective covering. The storage area shall be such that the drain material is protected from mud, dirt, dust, debris and detrimental substances. Drain materials shall be stockpiled and stored in a manner that will protect the material from damage. The drains shall be free of defects, rips, holes, or flaws. Damaged materials shall be replaced at the Contractor's expense.

1.7 COMPLETION AND PERFORMANCE

The Contractor shall submit proof of successful completion and performance on a similar wick drain and horizontal strip drain installation project and shall be supplied to the Contracting Officer at least fourteen (14) days prior to installation.

SECTION 31 26 00.00 12 Page 4 ED 22-014

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Vertical Wick Drains

The vertical wick drains shall be two-part prefabricated geocomposite soil drain consisting of a formed polypropylene core covered with a non-woven polypropylene filter. The wick drain allows free passage of pore water without loss of soil material or piping. The drains shall be free of defects, rips, holes or flaws. The drain shall have the following minimum properties:

VERTICAL WICK DRAINS

DRAIN

Width 4.0 inches

Tensile Strength 400 lb/ft^2 ASTM D1621 (mod)

Shear Strength 400 lb/ft^2 ASTM D1621 (mod)

Fungus Resistance No growth ASTM G21

Discharge Capacity 200 gpm/ft of width at gradient of 0.1 ft/ft and confining pressure of 10 psi

ASTM D4716/D4716M

FABRIC

Weight 4.0 oz/yd^2 ASTM D3776/D3776M

Grab Tensile Strength 130 lbs ASTM D4632/D4632M

Elongation at break >60% ASTM D4632/D4632M

Trapezoidal Tear 70 lbs ASTM D4533/D4533M

Puncture Strength 50 lbs ASTM D4833/D4833M

Muller Burst 150 psi ASTM D3786/D3786M

Flow Rate 80 gpm/ft^2 ASTM D4491

Permeability 0.016 in/sec ASTM D4491

AOS 80 sieve ASTM D4751

2.1.2 Horizontal Strip Drains

The strip drain shall be a prefabricated type made up of a polymeric drainage core wrapped in a filter made of non-woven fabric of continuous

SECTION 31 26 00.00 12 Page 5 ED 22-014 filaments of 100% polypropylene similar to the product known as Nilex NudrainTM or approved equal. The core shall be fabricated with suitable drainage channels. The drain shall have the following minimum properties:

HORIZONTAL STRIP DRAINS

Drain

Width 6 inches

Thickness 3/4 inch

Compressive Strength 9000 lb/ft2 ASTM D 1621 (mod)

Fungus Resistance No growth ASTM G 21

Discharge Capacity (In-plane flow)

20 gpm/ft of width ASTM D 4716

Peel Strength 38 lb/ft ASTM D 1876

Fabric

Grab Tensile Strength 110 lbs ASTM D 4632

Elongation a Break >60% ASTM D 4632

Trapesoidal Tear 50 lbs ASTM D 4533

Puncture Strength 65 lbs ASTM D 4833

Mullen Burst 215 psi ASTM D 3786

Flow Rate 140 gpm/ft2 ASTM D 4491

Permeability 0.30 in/sec ASTM D 4491

AOS 70 sieve ASTM D 4751

Permittivity 1.6/sec ASTM D 4491

UV Resistance, 500 Hr 70% retained ASTM D 4355

2.1.3 Suppliers

Suppliers of vertical wick and horizontal strip drain materials include the following or others approved in writing by the Contracting Officer.

Colbond Geosynthetics (AKZO Nobel Geosynthetics Company) Sand Hill Road P. 0. Box 1057 Enka, NC 28728 Toll Free: 800-365-7391 Phone: (828) 665-5050 Fax: (828) 665-5009

SECTION 31 26 00.00 12 Page 6 ED 22-014

Nilex Corporation 15171 E. Fremont Drive Centennial, CO 80112 Phone : (303) 766-2000 Fax : (303) 766-1110

Amerdrain American Wick Drain Co.

1209 Airport Road Monroe, NC 28110 Phone: 1-800-242-WICK(9425) Fax: (704)238-9200

US Wick Drain, Inc.

8869 King Road P. 0. Box 919 Leland, NC 28451 Phone: (910)371-1899 Fax : (910)371-3290

Keller North America 7989 Cherrywood Loop Kiowa, CO 80117 Phone: (303) 627-1100 Fax: (303) 951-5800

PART 3 EXECUTION

3.1 VERTICAL WICK DRAIN INSTALLATION

Vertical wick drains shall be installed subsequent to the construction of the sand working pad. Vertical wick drains shall be installed according to manufacturer's specifications. Vertical wick drains shall be installed with approved equipment, which will cause minimum disturbance of the subsoil during installation. The Contractor shall locate vertical wick drains in the field and mark such locations on the ground. Vertical wick drains shall be placed with a spacing of 3 feet on center in a triangular pattern and horizontal strip drains shall be placed with a spacing of 6 feet on center, as shown on drawings. The location of the wick drains shall not vary by more than 6 inches from the locations shown on the drawings or as directed by the Contracting Officer. The vertical tolerance shall not be more than 0.25 inch per foot from vertical.

Vertical wick drains shall be installed to the depths and locations shown on the drawings, starting at EL +2.5 with a 6-inch thick sand cover.

Vertical wick drains that are out of their proper locations, damaged in construction, or are improperly installed will be rejected. Rejected vertical wick drains may be removed or abandoned in place, at the Contractor's option. Replacement drains shall be located within 18 inches of the rejected drain. All rejected drains shall be replaced at the Contractor's expense. The vertical wick drain material shall be cut neatly 2 feet above EL +2.5.

The Contractor shall submit to the Contracting Officer, for review and approval, details of the sequence and method of installation. As a minimum, the submittal shall contain the following specific information:

a. Size, type, weight, maximum pushing force, and configuration of the installation rig

SECTION 31 26 00.00 12 Page 7 ED 22-014

b. Dimensions and length of mandrel

c. Detailed description of proposed installation procedures including details of sequence, means of measuring installation to proper depth, and method of installation

d. Proposed methods for overcoming obstructions

e. Proposed backfill procedure

3.1.1 Splices or Connections

Splices or connections in the wick drain material are not allowed.

3.1.2 Obstructions

Where obstructions or stiff soils are present that prevent the installation of wick drains, the Contractor shall make two attempts to install a wick drain within 18 inches of the original location. If a drain can still not be installed, the location and depth shall be marked and the Contracting Officer shall be notified for further direction.

3.1.3 Wick Drains from Working Surface

Wick drains shall be installed from the working surface to the specified depth. The Contracting Officer may vary the spacing if obstructions occur, and may revise the plan limits for this work as necessary.

3.1.4 Wick Drain Installation Equipment

Wick drain installation shall be performed by a Contractor experienced in this type of work. The wick drains shall be installed with equipment which will cause a minimum of disturbance of the subsoil during the installation. The wick drains shall be installed with a sleeve or mandrel that will be advanced to the required elevation using constant load, or constant rate of advancement methods. The use of falling weight impact hammers and jetting shall not be permitted for installation of the wick drains. Vibratory techniques may be used to penetrate the sand working pad, but may not be used to penetrate the underlying soft materials. The mandrel shall protect the wick drain material from tears, cuts and abrasions during installation and shall be withdrawn after the installation of the drain. The mandrel shall be of sufficient cross-sectional area so that it will maintain the integrity of the vertical wick such as avoiding crushing or distorting the shape of the vertical wick. The mandrel shall have a maximum cross-sectional area of 10 square inches. The drain shall be provided with an "anchor" plate or rod at the bottom to anchor the bottom of the drain at the required depth at the time of mandrel removal. The cross sectional area of the mandrel and anchor combination shall not be greater than ten (10) square inches.

The wick drain installation unit shall be capable of applying a minimum force of 30,000 lbs. The mandrel shall have markings to indicate length from the tip, at regular 5 foot intervals, and marks at required lengths of installation.

3.2 HORIZONTAL STRIP DRAIN INSTALLATION

The horizontal drains shall be placed on the ground in their proper location with respect to the vertical drains, as indicated on the plans.

SECTION 31 26 00.00 12 Page 8 ED 22-014

The horizontal drains shall be secured in this location by suitable means (stapled or nailed). The wick drain extensions shall be routed to the horizontal drains as indicated on the plans. The wick drains shall be securely attached to the horizontal drains (stapled or nailed).

Approval by the Contracting Officer of the method and equipment used to install the trial drains shall not constitute, necessarily, acceptance of the method for the remainder of the project. If at any time the Contracting Officer considers that the method of installation does not produce a satisfactory horizontal drain, the Contractor shall alter his method and/or equipment as necessary to comply with these specifications.

-- End of Section --

SECTION 31 26 00.00 12 Page 9 ED 22-014

NUMBER

DETAIL

DETAILED INFORMATION

AREA ENLARGED FOR

DETAILED INFORMATION

AREA ENLARGED FOR

NUMBER

DETAIL

IS SHOWN

DETAIL

WHERE

SHEET

LAKE PONTCHATRAIN HYDROGRAPHX-01

BORINGSB-05

BORINGSB-04

BORINGSB-03

BORINGSB-02

BORING LEGENDB-01

WICK DRAIN AND HORIZONTAL STRIP DRAIN DETAILSC-010

TYPICAL SECTION 3C-009

TYPICAL SECTION 2C-008

TYPICAL SECTION 1C-007

PLAN VIEW B/L STA. 865+00 TO 880+89C-006

PLAN VIEW B/L STA. 845+00 TO 865+00C-005

PLAN VIEW B/L STA. 827+50 TO 845+00C-004

PLAN VIEW B/L STA. 807+00 TO 827+50C-003

PLAN VIEW B/L STA. 789+00 TO 807+00C-002

PLAN VIEW B/L STA. 774+00 TO 789+00C-001

TABULATIONSG-04

INDEX OF DWGS., GENERAL NOTES, LEGEND, ABBREVIATIONS AND BENCHMARKSG-03

LOCATION AND VICINITY MAPG-02

COVER SHEETG-01

INDEX OF DRAWINGSNO.

EASTING 3,550,294.63

NORTHING 583,073.63

LONG -90°28'52.22415

CONCRETE WITH AN ALUMINUM ACCESS COVER STAMPED WESTBOUND 2018.

INCH STAINLESS STEAL ROD DRIVEN TO A DEPTH OF 72 FT ENCASED IN 6 INCH PVC SET IN

133 FT FROM THE NORTHEAST CORNER OF WEIGH STATION BUILDING. MARK IS A HALF

W.I.M" SIGN, 15 FT FROM THE EDGE OF ASPHALT OF ACCESS RD AT WEIGH STATION AND

MORE OR LESS WEST OF I10 EXIT 209. MARK IS 40.5 FT FROM THE EAST POST OF "END

MARK IS LOCATED AT A WEIGH STATION ALONG WESTBOUND LANE OF I10 AND IS 2.5 MILES

LAT 30°6'2.10707EPOCH: 2009.55 NAVD88WESTBOUND

BENCHMARKEPOCH: NA2011 NAD83EL. 5.25PBM

EASTING 3,562,113.33

NORTHING 578,263.96

LONG -90°26'38.10035

EASTBOUND 2018.

ENCASED IN 6 INCH PVC SET IN CONCRETE WITH AN ALUMINUM ACCESS COVER STAMPED

SIGN POST. MARK IS A HALF INCH STAINLESS STEAL ROD DRIVEN TO A DEPTH OF 48 FT

LANE OF HWY 51 IN THE MEDIAN OF HWY 51 AND 25 FT SOUTH OF WELCOME LA PLACE

OF .24 MILES TO A POINT. MARK IS 29 FT NORTH OF THE CENTERLINE OF EASTBOUND

BEGINNING AT THE WESTBOUND I10 EXIT 209 AND HWY 51, HEAD SOUTHWEST A DISTANCE

LAT 30°5'13.60767EPOCH: 2009.55 NAVD88EASTBOUND

BENCHMARKEPOCH: NA2011 NAD83EL. 4.14PBM

EASTING 3,562,836.82

NORTHING 585,931.39

LONG -90°26'29.18564

CONCRETE WITH AN ALUMINUM ACCESS COVER STAMPED FRENIER 2018.

STAINLESS STEAL ROD DRIVEN TO A DEPTH OF 60 FT ENCASED IN 6 INCH PVC SET IN

51 AND 259 FT NORTH OF THE CENTERLINE OF OLD PEAVINE ROAD. MARK IS A HALF INCH

1.37 MILES MORE OR LESS TO A POINT. MARK IS 32 FT EAST OF THE CENTERLINE OF HWY

BEGINNING AT THE WESTBOUND I10 EXIT 209 AND HWY 51, HEAD NORTH A DISTANCE OF

LAT 30°6'29.45081EPOCH: 2009.55 NAVD88FRENIER

PRIMARY BENCHMARKEPOCH: NA2011 NAD83EL. 1.67PBM

DESCRIPTION

(EPOCH)

(NAVD 88)

ELEVATION

BENCHMARK

TABULATION OF BENCHMARKS

G-03

A B

B R

E V

IA

T

IO

N

S

A N

D B

E N

C H

M A

R K

S

IN

D E

X O

F D

W G

S G

E N

E R

A L

N O

T E

S L

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D

H -8

-4 G

-0 .d g n

A D

D E

D S

H E

E T

C -1

T

O I

N D

E X

O F

D R

A W

IN

G

S M

A R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

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M A

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D E

S C

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SHEET ID

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US Army Corps

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L A

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C O

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IN

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T S

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L A

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C H

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X X

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X X

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A N

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B A

P T

IS

T

P A

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IS

H L

A

M W

A D

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M W

A D

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L H

A T

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N

D A

V

ID

B E

C K

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.E

H -8

-4

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P A

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O N

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A C

T

BREAK LINE

X

SCALE:

TITLE

X

(SHOWN ON SAME SHEET)

DETAIL

(SHOWN ON ANOTHER SHEET)

DETAIL

X

SHT #

(SHOWN ON SAME SHEET)

OR SECTION TITLE

PLAN, ELEVATION, DETAIL

X

SHT #

X

CROSS REFERENCE SYMBOL LEGEND

(SHOWN ON SAME SHEET)

SECTION CUT

(SHOWN ON ANOTHER SHEET)

SECTION CUT

BENCHMARK

EXISTING GROUND

AERIAL POWER LINE

NATURAL GAS LINE

WATER MAIN

RIGHT OF WAY

PROJECT BASELINE

LEVEE CROWN (PLAN VIEW)

LEVEE TOE (PLAN VIEW)

LEVEE CENTERLINE

EARTHWORK - SAND FILL

EARTHWORK - CRUSHED ROCK GRAVEL

EARTHWORK - COMPACTED FILL

EXISTING GROUND

STAGING AREA

CONSTRUCTION LIMIT/

COMMUNICATION LINE BORING

GENERAL LEGEND

GENERAL NOTES:

ABBREVIATIONS

EXIST

MAX

MIN

SST

TYP

EXISTING

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

BASELINE

FLOOD SIDE

VERTICAL

DIAMETER

P/S

L/S

FS&M

EXPANSION JOINT

STATION

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

B/L

EL.

EX

DIA

EJ

FT

HT

MISC

NF

OF

NO

OC

SPEC

T&B

UNO

UGND

S/P WIDTH

WATER MAINWM

W

MISC

LANDWARDL/W

AZ AZIMUTH

F/S

PROTECTED SIDE

LAND SIDE

FERTILIZE, SEED AND MULCH

ELEVATION

EXISTING

EXIST EXISTING

V

H HORIZONTAL

DIST DISTANCE

P.I. POINT OF INFLECTION

STA

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L PIPELIINE

R/W RIGHT OF WAY

MISCELLANEOUS

AND H-4-48231 AND THE DATE FEBRUARY 2020.

15. THE RIGHT OF WAY DRAWINGS FOR THIS PROJECT CAN BE OBTAINED USING THE FILE NUMBERS H-4-48299

REQUIREMENTS, AND THE USACE SAFETY MANUAL EM-385-1-1.

12. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH OSHA AND ENTERGY

THROUGHOUT THE DURATION OF THE CONTRACT.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE ACCESS ROAD IN WORKING CONDITION

BEGINNING THE WORK. ALL UNITS ARE US SURVEY FEET.

BASELINE AT THE PROJECT SITE, AND SHALL RE-ESTABLISH THE BASELINE AS REQUIRED BEFORE

ZONE HAS BEEN IMPLEMENTED. THE CONTRACTOR SHALL VERIFY THE ESTABLISHMENT OF THE PROJECT

10. THE BENCHMARKS AND BASELINES HAVE BEEN ESTABLISHED BY THE GOVERNMENT. THE STATE PLANE

CONTACT THE DESIGNATED INDIVIDUAL REFERRED TO IN THE SPECIFICATIONS AND/OR DRAWINGS.

TO THE SPECIFICATIONS, SECTION 01100, FOR DETAILS. FOR THE UTILITY OWNER'S REPRESENTATIVE

SHALL CONTACT THE OWNER(S) PRIOR TO WORK ADJACENT TO AND OVER THE UTILITY ALIGNMENT. REFER

PURPOSES. THE LOCATIONS WERE PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. THE CONTRACTOR

9. THE LOCATIONS OF THE EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE FOR INFORMATIONAL

8. ALL THE STATIONS ARE BASELINE STATIONS UNLESS OTHERWISE NOTED.

1988 (2009.55) UNLESS OTHERWISE NOTED.

7. ALL THE ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM

BE SCALED.

6. THE DRAWINGS MARKED "NOT TO SCALE" (N.T.S.) ARE GENERALLY DRAWN TO SCALE, BUT SHOULD NOT

REQUIRE FIELD VERIFICATION.

5. THE DIMENSIONS, ELEVATIONS AND TABULATION COORDINATES ARE APPROXIMATE READINGS, AND

4. THE AERIAL PHOTOGRAPHY WAS FLOWN IN 2019.

AMERICAN DATUM 1983, STATE PLANE, LOUISIANA SOUTH, ZONE 1702, US SURVEY FEET.

3. THE XY COORDINATES USED IN THE DRAWINGS REFER TO THE FOLLOWING HORIZONTAL DATUM: NORTH

TICK LINES.

BY SOLID TICK LINES, AND THE LAMBERT CONFORMAL CONIC PROJECTION IS REPRESENTED BY DASH

2. INSIDE THE PLAN AREAS, THE POLYCONIC PROJECTION NORTH AMERICAN DATUM 1983 IS REPRESENTED

NEW ORLEANS DISTRICT, SURVEY SECTION (504) 862-1852.

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE AVAILABLE FROM USACE, NEW ORLEANS DISTRICT

WSLP-19-024U

WSLP-19-023U

FROM HWY 51

NO ACCESS

TYPICAL SECTION 1

BEGINNING OF TYPICAL SECTION 2

END OF TYPICAL SECTION 1

1 2

SHEET C-010 FOR DETAILS

INSTALLATION AREA SEE

HORIZONTAL STRIP DRAIN

VERTICAL WICK DRAIN AND

L

IM

IT

O

F B

A S

E W

O R

K B /L S

T A . 7

M A

T C

H L

IN

E

B /L

S T

A

BASELINE

C-001

B /L

S T

A

T O

P L

A N

V

IE

W

H -8

-4 C

-0 .d g n

LAND SIDE

EXISTING RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY

.3

ST. JOHN THE BAPTIST PARISH, LA

I-S S S

O U

T H R

O U

N D B

R

ID

G E

I-S S N

O R

T H R

O U

N D B

R

ID

G E

PEAVINE ROAD

U .S . H

W Y

A B

A N

D O

N E

D R

O A

D W

A Y

FLOOD SIDE

100' 200'0

NORTH

PLAN

,5

,0

,5

,0

,0

,0

,0

585,000

585,000

'3

'1

'3

'1

CENTERLINE

LIMIT OF SAND

LIMIT OF SAND

EVERY 300-FEET.

SECTIONS OF THE AREA OCCUPIED BY THE SAND BASE

NOTE: THE CONTRACTOR SHALL TAKE ORIGINAL AND FINAL CROSS

B /L

S T

A

B /L

S T

A

A D

D E

D W

IC

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D R

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps

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X X

X X

X X

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N

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T J

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H E

B A

P T

IS

T

P A

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IS

H L

A

M W

A D

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M W

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N

D A

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ID

B E

C K

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H -8

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P A

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A C

T

WSLP-19-022U

WSLP-19-021U

TYPICAL SECTION 2

BEGINNING OF TYPICAL SECTION 2

END OF TYPICAL SECTION 1

FOR DETAILS

AREA SEE SHEET C-010

DRAIN INSTALLATION

AND HORIZONTAL STRIP

VERTICAL WICK DRAIN

C-002

B /L

S T

A

T O

P L

A N

V

IE

W

H -8

-4 C

-0 .d g n

MATCHLINE B/L STA. 789+00

M A

T C

H L

IN

E

B /L

S T

A

BASELINE

FLOOD SIDE

EXISTING RIGHT-OF-WAY

LAND SIDE

EXISTING RIGHT-OF-WAY

.3

ST. JOHN THE BAPTIST PARISH, LA

P E

A V

IN

E R

O A

D

100' 200'0

3,565,000

3,566,000

3,566,000

3,564,000

3,565,000

3,564,000

,0

,0

,0

,0

90°26' 0"

90°26' 0"

90°26'15"

90°26'15"

N O

R T

H

P L A

N

CENTERLINE

LIMIT OF SAND

LIMIT OF SAND

B /L S

T A

B /L S

T A

A D

D E

D W

IC

K

D R

A

IN

L O

C A

T

IO

N M

A R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

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P

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D B

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X X

X X

X X

X X

X X

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B A

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IS

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A

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A D

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M W

A D

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L H

A T

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N

D A

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ID

B E

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H -8

-4

S

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R E

P A

R A

T

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N C

O N

T R

A C

T

WSLP-19-018U

WSLP-19-017U

30 FT WIDE

DESIGNED BY CONTRACTOR

CANAL CROSSING TO BE

TYPICAL SECTION 2

TYPICAL SECTION 2

9 10 11

C-010 FOR DETAILS

AREA SEE SHEET

DRAIN INSTALLATION

HORIZONTAL STRIP

DRAIN AND

VERTICAL WICK

C-004

B /L

S T

A

T O

P L

A N

V

IE

W

M A

T C

H L

IN

E B /L S

T A

BASELINE

N O

R T

H

P L A

N

LAND SIDE

EXISTING RI

GHT-OF-W

AY

EXISTING RI

GHT-OF-W

AY

.8

ST. JOHN THE BAPTIST PARISH, LA

F R

E N

IE

R R

D

M A T

C H

L

IN

E B /L S

T A . 8

M O

N T Z C

A N

A L

3,567,000

3,568,000

3,568,000

3,566,000

3,567,000

3,566,000

,0

,0

,0

,0

90°25'30" 90°25'30"

90°25'45"

90°25'45"

°0

'4

°0

'4

100' 200'0

H -8

-4

C

-0

.d g n

LIMIT

OF SAND

LIMIT

OF SAND

CENTERLINE

B /L S

T A . 8

L

IM

IT

O

F B

A S

E W

O R

K

B /L S

T A

O P

T

IO

N

L

IM

IT

O

F

FLOOD SIDE

B /L S

T A

B /L S

T A

A D

D E

D W

IC

K

D R

A

IN

L O

C A

T

IO

N M

A R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

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G

H

J

K

L

M

N

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S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

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A R

M Y

C O

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S O

F E

N G

IN

E

E R

S W

E S

T S

H O

R E

L A

K E

P O

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C H

A R

T R

A

IN

H U

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IC

A

N E

A N

D S

T O

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D A

M A

G E

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K R

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C T

W S

L P

-S P

F

IL

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A M

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F

IL

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U M

B E

R

Z X

X X

X X

X X

X X

X X

W P

-2

-R

J A

N

A N

S I

D S

T J

O H

N T

H E

B A

P T

IS

T

P A

R

IS

H L

A

M W

A D

E

M W

A D

E

L H

A T

T E

N

D A

V

ID

B E

C K

P

.E

H -8

-4

S

IT

E P

R E

P A

R A

T

IO

N C

O N

T R

A C

T

OF SAND PLACEMENT ZONE

AND STOCKPILED OUTSIDE

AND STUMPS REMOVED

TREES SHALL BE CUT

TO BE REMOVED

EXISTING VEGETATION

STOCKPILE

EXISTING TREE

EXISTING CONDITIONS

SECTION SHOWN REFLECTS

EXISTING ROW

EXISTING ROW

EXISTING ROW

EXISTING ROW

SETTLEMENT PLATE

C-007

T Y

P

IC

A L

S E

C T

IO

N

H -8

-4

C

-0

.d g n

FROM B/L STA. 774+00 TO 880+89.

(2) CLEARING AND GRUBBING AND STUMP REMOVAL IS BASE WORK

SETTLEMENT PLATE ELEVATIONS.

CROSS SECTIONS OF THE SAND BASE, INCLUDING ORIGINAL AND FINAL

(1) EVERY 300-FEET, THE CONTRACTOR SHALL PROVIDE ORIGINAL AND FINAL

NOTE:

R E

V

IS

E D

N O

T E

M A

R

FLOODSIDE LANDSIDE

EL. +3

SAND LAYER1

V :1

H

1V :1H

85'

100' +/-

AND GRUBBING

LIMITS OF CLEARING

NOTES:

1. EXISTING STOCKPILED TREES SHALL BE PUSHED OUTSIDE OF SAND PLACEMENT ZONE.

2. CONTRACTOR WILL ENCOUNTER STANDING WATER ALONG PROJECT. DEPTH WILL VARY.

C/L

C1

TYPICAL SECTION 1 - SAND SECTION

FULL SIZE 1 = 1SCALE:

B/L STA. 774+00 TO B/L STA. 789+00

C/LB/L

B/L

H1

TYPICAL SECTION 1 - EXISTING CONDITION

FULL SIZE 1 = 1SCALE:

B/L STA. 774+00 TO B/L STA. 789+00

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S W

E S

T S

H O

R E

L A

K E

P O

N T

C H

A R

T R

A

IN

H U

R R

IC

A

N E

A N

D S

T O

R M

D A

M A

G E

R

IS

K R

E D

U C

T

IO

N P

R O

J E

C T

W S

L P

-S P

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W P

-2

-R

J A

N

A N

S I

D S

T J

O H

N T

H E

B A

P T

IS

T

P A

R

IS

H L

A

M W

A D

E

M W

A D

E

L H

A T

T E

N

D A

V

ID

B E

C K

P

.E

H -8

-4

S

IT

E P

R E

P A

R A

T

IO

N C

O N

T R

A C

T

EXISTING CONDITIONS

SECTION SHOWN REFLECTS

TO BE REMOVED

EXISTING VEGETATION

ZONE

OF SAND PLACEMENT

STOCKPILED OUTSIDE

TO BE REMOVED AND

EXISTING STUMPS

STOCKPILE

EXISTING TREE

EXISTING ROW

EXISTING ROW EXISTING ROW

EXISTING ROW

SETTLEMENT PLATE

T Y

P

IC

A L

S E

C T

IO

N

C-008

FROM B/L STA. 774+00 TO 880+89.

(2) CLEARING AND GRUBBING AND STUMP REMOVAL IS BASE WORK

SETTLEMENT PLATE ELEVATIONS.

CROSS SECTIONS OF THE SAND BASE, INCLUDING ORIGINAL AND FINAL

(1) EVERY 300-FEET, THE CONTRACTOR SHALL PROVIDE ORIGINAL AND FINAL

NOTE:

R E

V

IS

E D

N O

T E

M A

R

FLOODSIDE LANDSIDE

EL. +3

SAND LAYER1

V :1

H

1V :1H

85'

100' +/-

AND GRUBBING

LIMITS OF CLEARING

NOTES:

1. EXISTING STOCKPILED TREES SHALL BE PUSHED OUTSIDE OF SAND PLACEMENT ZONE

2. CONTRACTOR WILL ENCOUNTER STANDING WATER ALONG PROJECT. DEPTH WILL VARY.

C/L

B1

TYPICAL SECTION 2 - SAND SECTION

FULL SIZE 1 = 1SCALE:

B/L STA. 824+39 TO B/L STA. 880+89

B/L STA. 789+00 TO B/L STA. 822+93

B/L

C/L B/L

SAND BASE SHALL BE 30 FEET WIDE

B/L STA. 848+28 TO B/L STA. 849+38

B/L STA. 833+27 TO B/L STA. 834+67, AND

NOTE: FROM B/L STA. 824+39 TO B/L STA. 825+62,

H1

TYPICAL SECTION 2 - EXISTING CONDITIONS

FULL SIZE 1 = 1SCALE:

B/L STA. 824+39 TO B/L STA. 880+89

B/L STA. 789+00 TO B/L STA. 822+93

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

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S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

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R

IC

T U

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A R

M Y

C O

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S O

F E

N G

IN

E

E R

S W

E S

T S

H O

R E

L A

K E

P O

N T

C H

A R

T R

A

IN

H U

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IC

A

N E

A N

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T O

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D A

M A

G E

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IS

K R

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U C

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IO

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-S P

F

IL

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F

IL

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U M

B E

R

Z X

X X

X X

X X

X X

X X

W P

-2

-R

J A

N

A N

S I

D S

T J

O H

N T

H E

B A

P T

IS

T

P A

R

IS

H L

A

M W

A D

E

M W

A D

E

L H

A T

T E

N

D A

V

ID

B E

C K

P

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H -8

-4

S

IT

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R E

P A

R A

T

IO

N C

O N

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A C

T

30'

(2) 1' THICK CRUSHED STONE LAYERS

GEOGRID

NO ROAD BASE EXISIST

SAND 1' MIN. IN AREAS WHERE

GEOTEXTILE SEPARATOR FABRIC

(DEPTH VARIES)

EXISTING PIPELINE

2.0% 2.0%

EL. 3.5'

SAND FILL

ADVANCEMENT

DIRECTION OF SAND FILL

IN GROUND 10' MINIMUM

PIPE 3" STD. DRIVE

PLATE 4' X 4' X 1 / 4"

STEEL PLATE 4' X 4' X 1 / 4"

WELDED TO PLATE

PIPE 6" STD. X 2'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L

E A

N S

L A

L

E A

K E

A V

E N

E W

O R

L E

A N

S D

IS

T

R

IC

T U

.S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S W

E S

T S

H O

R E

L A

K E

P O

N T

C H

A R

T R

A

IN

H U

R R

IC

A

N E

A N

D S

T O

R M

D A

M A

G E

R

IS

K R

E D

U C

T

IO

N P

R O

J E

C T

W S

L P

-S P

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

W P

-2

-R

J A

N

A N

S I

D S

T J

O H

N T

H E

B A

P T

IS

T

P A

R

IS

H L

A

M W

A D

E

M W

A D

E

L H

A T

T E

N

D A

V

ID

B E

C K

P

.E

H -8

-4

S

IT

E P

R E

P A

R A

T

IO

N C

O N

T R

A C

T

T Y

P

IC

A L

S E

C T

IO

N

H

C

-0

.D

G N

:1

J U

L

C-009

CRUSHED STONE ACCESS ROAD OVER PIPELINE

N

AT

U R

AL

R

EP

O

SE

N

ATU

R

AL R

EPO

SE

CENTERLINE

ACCESS ROAD

E1

PIPELINE PROTECTION SECTION

TYPICAL SECTION 3 - ACCESS ROAD AND

1"=1" FULL SIZESCALE:

B/L STA. 823+59 TO B/L STA. 824+39

B/L STA. 822+93 TO B/L STA. 823+38

SWAMP

C/L

OF SOFT MATERIAL TRAPPED UNDER THE SAND FILL AND TO MINIMIZE THE MUD WAVE FORMING AHEAD OF THE SAND FILL.

NOTE: THE SAND PLACEMENT SHALL BE IN A "BULL NOSE" CONFIGURATION IN ORDER TO MINIMIZE THE AMOUNT

B2

MUCK WAVE DETAIL

1"=1" FULL SIZESCALE: B9

SETTLEMENT PLATE DETAIL

1"=1" FULL SIZESCALE:

A D

D E

D D

E T

A

IL

S M

A R

C/L

2'

2'

3'

4', SEE NOTE

IS PLACED, MUST EXTEND MIN. OF 1' ABOVE FINAL SAND GRADE.

NOTE: THREADED ROD, OPTIONAL ADDTIONAL ROD PLACED AS SAND