W912P823B0025 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

The above numbered Solicitation for West Shore Lake Pontchartrain, Louisiana, Hurricane and Storm Damage Risk Reduction Project, WSLP-107, St. John the Baptist Parish, Louisiana has been amendmended to:

1. Provide Responses to Questions

2. Provide changes to Specifications and Plans

3. Provide Instructions to Bidders and Conference Line Information

4. Open for Questions - All Questions due NLT 1:00pm February 1, 2023

1. CONTRACT ID CODE PAGE OF PAGES

1 6

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

16C. DATE SIGNED

BY 27-Jan-2023

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 W912P823B0025

X 9B. DATED (SEE ITEM 11)

03-Jan-2023

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

27-Jan-2023

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:

W912P823B0025

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been added by full text:

AMENDMENT 0001

Electronic Submission of Bids:

MVN will utilize email for receipt of electronic bids under IFB Solicitations. In order to submit an electronic bid please follow these steps:

Send an email containing your name, email address and proposal to the following Contracting Officer and Contract Specialist associated with the IFB:

Contracting Officer – Mrs. Margaret C. Maine email: margaret.c.maine@usace.army.mil

Contract Specialist – Ms. Cori Caimi, email: Cori.A.Caimi@usace.army.mil

Once the Contracting Officer or Contract Specialist receives your Proposal, you will then receive a confirmation email stating your Proposal was received.

The Bid Opening is currently scheduled for Tuesday, February 7, 2022 at 11:30am CST. The Contracting Officer and Contract Specialist will begin downloading bids at 11:00 AM CST, which is the bid receipt cutoff time. All bids received after 11:00 AM CST on Tuesday, February 7, 2022 will be considered late.

Audio Teleconference Bid Opening Information:

Bid Opening will be held on Tuesday, February 7, 2022 at 11:30 AM CST. Please use the following information to attend the meeting:

Join from the meeting link https://usace1.webex.com/usace1/j.php?MTID=m9fc2908a61c8b616dbc419c131551394

Join by meeting number Meeting number (access code): 2761 706 7277 Meeting password: kwEkdpC?832

Tap to join from a mobile device (attendees only) +1-844-800-2712,,27617067277## US Toll Free +1-669-234-1177,,27617067277## US Toll

Join by phone +1-669-234-1177 US Toll +1-844-800-2712 US Toll Free Global call-in numbers | Toll-free calling restrictions

Join from a video system or application Dial 27617067277@usace1.webex.com You can also dial 207.182.190.20 and enter your meeting number.

Following the conclusion of the bid opening, the Bid Abstract will be uploaded to SAM website under this solicitation, within 24 hours.

WSLP – 107 Questions

Question 1 - The quantity shown on the bidding schedule for CLIN 0005 “Reinforcement Geotextile” doesn’t correspond to the details shown on Dwg. C-05 and C-06. Please verify that the quantity is correct or adjust as necessary.

- Quantity will be updated

Question 2 - The quantity shown on the bidding schedule for CLIN 0020 “CMP Culvert 60” Dia.” doesn’t correspond to the details and configuration shown on Dwg. C-08. Please provide us with the desired length of each of the (9) 60” Dia. Culverts and correct the quantity for this

CLIN.

Question 3 - The quantity shown on the bidding schedule for CLIN 0021 “CMP Culvert 72” Dia.” doesn’t correspond to the details and configuration shown on Dwg. C-08. Please provide us with the desired length of each of the (5) 72” Dia. Culverts and correct the quantity for this

CLIN.

Question 4 - The quantity shown on the bidding schedule for CLIN 0022 “Stone_R-90” doesn’t correspond to the details and configuration shown on Dwg. C-08. Please verify that the quantity shown is correct or adjust as necessary.

Question 5 - Section 33 40 01.00 12, Paragraph 3.1.3 requires the Contractor to remove unstable soil incapable of supporting the pipe and replace the material with sand or crushed stone, then compact. Since the Contractor has no way of determining the depth to which unstable soil will be removed, please add a CLIN for No. 610 Limestone Bedding.

- Sand used to backfill excavation will be paid for under Bid Item 0009, “Sand Fill”. No additional CLINs will be added.

Question 6 - On Dwg. C-01, the detail for the “Temporary Access Road” shows the road ending short of the new levee. On Dwg. C-07, Detail D-1, it states “Contractor to Continue Temporary Access Road”. Will the quantity of Sand Fill and Embankment Compacted Fill needed to connect the temporary access road with the levee be measured and paid for in the Optional Work CLIN’S 0017 and 0018?

- No. The extension of the temporary access road is temporary work and will not be covered by the referenced CLINs. Contractors means and methods will determine extents of the road to complete the work shown in the plans and specifications.

Question 7 - On Dwg. C-06, Turf Establishment is shown only for the Stage 3 - Design Section.

Given the 90-week hold period between Stage 2 and Stage 3 construction, will the Contactor be required to establish permanent turf by seeding, fertilizing and mulching after the completion of Stage 2 or is temporary seeding sufficient?

- The contractor will be required to establish permanent turf upon completion of Stage 3.

Contractor shall prepare the stage 2 embankment in accordance with "Foundation Preparation" paragraph prior to placing fill.

Question 8 - The settlement gage detail shown on Dwg. C-10 shows a riser pipe welded to the plate. This typically causes issues at the jobsite with levee construction, especially when placed near the centerline of the levee. As levee fill for this project is relatively shallow, plates can be easily located utilizing GPS coordinates and probed for final elevations without the use of risers.

Can the riser pipes be changed to optional?

- No.

Question 9 - Section 31 11 00.00 12, Paragraph 3.4.1 allows the Contractor to disposed of debris from clearing and grubbing by either burning or removal from site. Given the close proximity of the project to the Port of South Louisiana Executive Regional Airport, will the Contractor be allowed to have open burning?

- See specification Section 31 11 00.00 12, Paragraph 3.4.2 (Burning). A burning permit may be required. Paragraph 3.4.2 states Contractor is responsible for obtaining all necessary permits prior to burning operations.

Question 10 - Section 31 24 00.00 12, Paragraph 1.3.2 states that “Measurement of settlement for Stage 2 shall be during construction of Phase 2. Stage 2 settlement shall immediately end after the measurement of each settlement plate in accordance with paragraph Settlement of Foundation. The same requirements for Stage 2 apply to Stage 3 as it relates to settlement”.

If settlement that occurs from the end of Stage 2 to the beginning of Stage 3 construction (or during the 90-week hold period) is not measured for payment, will the Contractor be allowed to conduct new original levee cross-sections for payment purposes prior to commencing with Stage 3 construction?

- The settlement that occurs during the hold period between stages 2 and 3 will be paid for under Stage 3 construction. The plans require the Contractor to bring the section back to Stage 2 dimensions prior to placing Stage 3 fill.

Question 11 - Section 01100, Paragraph 4 “Inspector’s Field Office” states that the Contractor is required to furnish an office trailer for the use of the Government employees throughout the contract period. Will the office trailer with all necessary utilities be required for the full 90-week hold period between Stage 2 and Stage 3 construction when no work is being performed on the project?

- Yes.

Question 12 - Section 01100, Paragraph 4 “Inspector’s Field Office” states that the Government and Contractor’s field offices shall be placed within the project right-of-way or limits of construction. Since there are inadequate utilities at the site of construction, can the buildings be located off of the project limits, but, at an approved location within a reasonable distance from the project?

- Yes. Note that there are adequate utilities for trailers at the entrance to Road D from Airport Road as shown on drawing C-11.

Question 13 - Please confirm that in Section 01100, Paragraph 14b “Floodwall Alignment Layout” is not applicable to this project.

- The paragraph is not applicable to this contract and will be removed.

Question 14 - During the 90-week hold period between Stage 2 and Stage 3 construction when no work is being performed on the project, will the Contractor be required to complete and submit through RMS Quality Control Reports for each calendar day?

- If no work is being performed, no RMS Quality Control Report is required.

Question 15 - Contractors will likely demobilize from the project site upon completion of Stage 2 construction and re-mobilize to begin Stage 3 construction. Please consider adding a second Mobilization and Demobilization CLIN to the bidding schedule to cover this.

- No additional CLINs will be added.

Question 16 - The Office of the Under Secretary of Defense has recently issued two memorandums, “Guidance on Inflation and Economic Price Adjustments” and “Managing the Effects of Inflation with Existing Contracts”, concerning Economic Price Adjustment (EPA) clauses. Considering the continued volatility in the economic and labor markets and the duration of this contract (1,370 calendar days), would the Government consider including an EPA clause in this contract? The addition of this clause is crucial in establishing a fair unit price for CLIN

0010 “Surfacing Berm Road” since limestone suppliers are now including a “Force Majeure” clause and rarely hold their prices beyond one year.

- No.

Question 17 - Based on engineering analysis performed for this project, what is the anticipated depth of settlement that will occur for the Stage 2 Design Section during the 90-week hold period?

- Between 2.5 and 3 feet.

Question 18 - Please provide bidders with estimated quantities on items of work for which bids are being solicited on a job basis.

- Bypass Canal Excavation -OW is approximately 9,200 CY

- Drainage Canal Excavation is approximately 105,000 CY

- Clearing and grubbing area is approximately 45.6 ac.

Question 19 - Please confirm that the Estimated Quantities for CLINs 0004, 0005, 0010, 0020, and 0022 are correct.

- Clin 0004 is correct, 0005 will be updated, 0010 is correct, 0020 will be updated and 0022 will be updated.

Question 20 - DWG C-09, Detail K-1 shows the levee transition from the Limit of Full Levee Section to the existing ground. Detail K-1 depicts a 1V:3H slope from the top of the new levee to the berm, while DWGs C-01 and C-04 depict a 1V:10H slope. Which is correct. Please advise.

- Profiles will be updated to show 1:3 instead of 1:10.

Question 21 - Please forward us a copy of the Government estimated quantities for CLINs that are bidding on a JOB basis.

- Refer to response to question 18.

(End of Summary of Changes)

SECTION 00010

Delete pages 3, 4, 5, and 6 in their entirety and substitute the attached revised pages 3, 4, 5, and 6, therefore.

SECTION 00700

Page 75/77, clause 52.236-16 QUANTITY SURVEYS. Delete this clause in its entirety and substitute the following therefore:

“52.236-16 QUANTITY SURVEYS – Alternate I (APR 1984))

(a) Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

(b) The Contractor shall conduct the original and final surveys and surveys for any periods for which progress payments are requested. All these surveys shall be conducted under the direction of a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance. The Government shall make such computations as are necessary to determine the quantities of work performed or finally in place. The Contractor shall make the computations based on the surveys for any periods for which progress payments are requested.

(c) Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer.”

SECTION 01100

1. Page 1, subparagraph 1(b). Delete this subparagraph in its entirety and substitute the following therefore:

“(b) The following schedule of monthly anticipated adverse weather delays is based upon data collected by the Louisiana Office of State Climatology for temperature, precipitation and wet ground conditions or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor’s progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. The adverse weather days apply to rain, fog, high winds, high/low tides, hail, lightning, and high/low temperatures as indicated on the Weather Data Sheet and will be used by the Government to record weather during construction.”

2. Page 16, subparagraph 14b. Delete this subparagraph in its entirety and substitute the following therefore: “b. Reserved”

3. Page 17, paragraph 15. Delete this paragraph in its entirety and substitute the following therefore:

“15. SPECIAL SURVEYING REQUIREMENTS

(1) After completion of the levee sand base to the lines and grades shown on the drawings, the Contractor shall perform cross section surveys across the entire levee footprint prior to placing levee embankment, utilizing an independent licensed surveying firm. These surveys will be used in computing the quantities of embankment material for payment (see Section 31 24 00.00 12 EMBANKMENT for additional information). The surveyor shall be licensed in the State of Louisiana and shall not be an employee of the prime or sub-contractor. All surveys and quantity computations submitted for payment shall be stamped by the independent licensed surveyor. The Contractor shall submit the original cross sections and the Government will perform the theoretical computations for computing the quantities for payment.

(2) All survey data shall be recorded in accordance with the paragraph FORMAT OF SURVEYS. The Contractor shall furnish the additional required data described below to the Government as an electronic text file via RMS and by email to mvn-cd-q-testresults@usace.army.mil. If the files are too large for transmission, contact the COR for alternate transmission methods. The information received should be free of errors and in the following format:

(a) The X - coordinate in feet (Easting),

(b) the Y - coordinate in feet (Northing), and

(c) mandatory remarks such as the station number (i.e. 1+00), CL (for centerline), ES (for end of station), EJ (for end of file), and direction of survey (either “L” for + or “R” for -, followed by Station No., i.e. L 30+00) as described in the attachments RECORDING SURVEYS FOR CROSS SECTIONS and the SURVEY DATA SAMPLE at the end of this section.”

4. Page 20, paragraph 23. Delete this paragraph in its entirety and substitute the following

“23. ORDER OF WORK

If the Optional Work is exercised, it shall be completed as a first order of work. Placement of levee sand base shall be no further than 500-feet in advance of the fully excavated drainage canal to allow for proper drainage. In areas where instrumentation will be placed by a third party, the Contractor shall coordinate with the COR prior to commencing sand placement operations. Reinforcement geotextile may be placed concurrent with the sand base placement, provided the geotextile is properly covered with embankment material as specified. Once the levee sand base is in place, the placement of the first levee lift may commence. There is no hold time between placing of the levee sand base and placing the levee embankment for the Stage 2 Design Section. Once the first lift has been completed to the dimensions and elevations shown on the drawings as Stage 2, the hold time of 90 weeks shall commence. At the Contractors option, the hold period can be considered to start upon completion of a mailto:mvn-cd-q-testresults@usace.army.mil mailto:mvn-cd-q-testresults@usace.army.mil minimum of 1,000-foot lengths of the Stage 2 fill. The 1,000-foot length of completed Stage 2 embankment shall be marked with flags to ensure no additional fill is placed during the entire hold period. The Contractor shall submit to the Contracting Officer for approval cross sections showing the completed Stage 2 embankment within each 1,000-foot length. Upon approval of the cross sections, the 90 week hold period shall be considered to begin. Once the 90 weeks have concluded, unless directed differently by the COR, the Contractor shall begin construction of the Stage 3 Design Section last lift to the dimensions and elevations shown on the drawing as Stage 3. The Contractor is required to bring the levee back to the dimensions and elevations shown on the drawing as Stage 2 before commencing the placement of the Stage 3 embankment.”

5. Page 20, paragraph 24. Delete this paragraph in its entirety and substitute the following

“24. GEOTECHNICAL INSTRUMENTATION

Instrumentation will be installed by a third-party contractor. The approximate location of the instruments will be as shown on the drawings. The Contractor shall provide a ten-day advanced notice to the Contracting Officer indicating that the site is ready for the installation of the instrumentation. The Contractor shall coordinate with the third-party contractor for any work performed across the corridor between the instruments and the adjacent data logger. The Contractor shall provide access at all times to the third-party contractor to the instrumentation locations as well as access for the performance of borings and cone penetration tests. As soon as the levee contractor establishes the width of the sand base at the locations of the geotechnical instrumentation, the levee contractor shall install an access platform constructed of clay embankment material 15-feet wide to elevation +2.5 from the sand base out to 20-feet beyond the toe of the levee berm. The Contractor shall also provide to the Government cross sections of the levee embankment adjacent to the geotechnical instrumentation twice a week during levee construction and once a month during the levee hold periods. Payment for these surveys shall be included in the contract prices for the items to which the work is incidental thereto. “

6. Page 21, subparagraph 25a. Delete this subparagraph in its entirety and substitute the following therefore:

“a. To furnish to the Government for the exclusive and daily use of (1) 4-seat capacity UTV vehicle, with a– Polaris Pro XD 4000D (Diesel Engine) with PRO XD Work Package All-Wheel Drive Utility Terrain Vehicle (UTV) or an approved equal. The UTV will be securely stored at the levee site and utilized by the Government for levee inspections.”

SECTION 31 23 00.00 12

1. Page 7, paragraph 3.4.4. Delete this paragraph in its entirety and substitute the following

“3.4.4 Submittal Package Requirements

The Contractor in a single, complete package shall submit the following information for its proposed Contractor-furnished borrow area, whether it is from the "Clay Source List" or it is a new proposed site. All documentation presented for the proposed borrow source shall be current and up-to-date. The submittal of incomplete, out of date, or insufficient documentation may result in the Contractor being denied the use of the proposed borrow source. The Contractor shall allow a minimum of thirty (30) days, after the receipt of the package, for the Government's review, processing, and approval. The Contractor shall allow a minimum of one hundred eighty (180) days after the receipt of the package for the Government's review, processing, and approval of a new proposed borrow source that hasn't been previously investigated for the West Shore Lake Pontchartrain Hurricane and Storm Damage Risk Reduction Project.”

(1) Right of Entry.

(2) Maps as follows:

(a) Location and Direction map.

(b) Topographic map(s) with scale of 1:24,000.

(c) Layout map with dimensions and property boundary defined by latitude and longitude.

(d) Soil boring location map.

(3) Jurisdictional Wetlands Determination from the USACE.

(4) Coastal Zone Management (CZM) Coastal Use Permit (CUP).

(5) Threatened & Endangered Species (T&E) concurrence from the U.S. Fish and Wildlife Service.

(6) Phase I Cultural Resources Survey

(7) Phase I Environmental Site Assessment.

(8) Geotechnical report.

(9) Borrow Area Agronomy Report.

(10) Borrow Area Management Plan

(11) Mitigation Protection Plan

(12) Zoning classification

(13) Environmental Protection Plan

(14) Louisiana Department of Transportation and Development (LADOTD) permits or approvals

(15) All other required Federal, State and local permits required to excavate the proposed borrow area.”

2. Page 12, paragraph 3.4.6. Delete this paragraph in its entirety and substitute the following

“3.4.6 Government Performed Environmental Assessment

The Government is required to perform an environmental assessment on all new proposed borrow areas without regard to the source. For West Shore Lake Pontchartrain Hurricane and Storm Damage Risk Reduction work, the environmental assessment is provided in a completed environmental assessment. Production and approval of an Environmental Assessment requires a minimum of one hundred eighty (180) days for review, processing, and approval time by the Government once all materials required from the Contractor have been provided. Before the Government will commence the environmental assessment of a proposed Contractor-furnished borrow site, the Contractor must submit all of the above items as a single, complete package. The reviewing CEMVN staff reserves the right to disapprove the use of potential Contractor-furnished borrow areas located in jurisdictional wetlands, and those sites that have significant outstanding cultural resource or hazardous waste concerns or other avoidable impacts. The Government shall be reimbursed by the Contractor for actual costs incurred for assistance in completing or attempting to complete additional environmental coordination and documentation. The Government performed environmental assessment is not required for Contractor-furnished borrow utilizing one of the clay sources listed in Section 01100 GENERAL PROVISIONS, paragraph "CLAY BORROW SOURCES".”

SECTION 31 24 00.00 12

Page 13, paragraph 2.1.1. Delete this paragraph in its entirety and substitute the following

“2.1.1 Compacted Fill

The embankment shall be constructed of naturally occurring earth materials. Materials that are classified in accordance with ASTM D 2487 as CL or CH with less than 35% naturally occurring sand content are suitable for use as embankment fill. Materials classified as ML are suitable if blended to produce a material that classifies as CH or CL according to ASTM D 2487. Intentional blending of granular or organic soils will not be allowed. The Contractor shall notify the Contracting Officer whenever the In-Place Plasticity Index of the material is 15 or less. Materials placed in the section must be at or above the Plasticity Index of 10.

Materials placed in the section shall be at or below an organic content of 12 percent by weight, as determined by ASTM D 2974, Method C. Materials placed in the section shall contain less than 35 percent sand content by weight, as determined by ASTM D 1140.”

SECTION 33 40 01.00 12

1. Page 2, paragraph 1.1. Delete this paragraph in its entirety and substitute the following

“1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, materials, and supplies, and performing all operations required to install the corrugated metal pipes beneath new haul access roads; as specified herein and as shown on the drawings”.

2. Page 6, paragraph 3.1.3. Delete this paragraph in its entirety and substitute the following

“3.1.3 Base Preparation

The bottom of the ditch to receive the pipe shall be graded to conform to the bottom and haunches of the pipe, compacted in such a manner as to form a firm and uniform surface.

Where wet or otherwise unstable soil incapable of properly supporting the pipe, as determined by the Contracting Officer, is encountered in the bottom of the ditch, such material shall be removed to the depth required and replaced to the proper grade with sand. P a y m e n t f o r a dditional sand required to backfill excavation of unstable soils will be included in the contract unit price for “Sand Fill”.”

DRAWINGS

SHEET ID Nos. G-01, C-01, C-04, C-07, and C-08. Delete these drawings in their entirety and substitute the attached revised drawings SHEET ID Nos. G-01, C-01, C-04, C-07, and C- 08 therefore.

00010-3 Ed 19-026

SECTION 00010 – BIDDING SCHEDULE

West Shore Lake Pontchartrain, LA Hurricane and Storm Damage Risk Reduction Project, WSLP-107. St. John the Baptist Parish 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 Truck Wash-Down Rack 1 JOB

0004 Separator Geotextile 20,300 SY

0005* Reinforcement Geotextile 53,200 SY

0006 Clearing and Grubbing 1 JOB

0007 Drainage Canal Excavation 1 JOB

0008 Embankment, Compacted Fill 290,000 CY

0009 Sand Fill

0009AA First 81,600 TON 81,600 TON

0009AB All Over 81,600 TON 20,400 TON

0010 Surfacing Berm Road 16,100 TON

0011 Seeding and Mulching 76 AC

0012 Fertilizer

0012AA First 7,600 LBS 7,600 LBS

0012AB All Over 7,600 LBS 3,420 LBS

0013++ Lime Soil Amendment 75 TON

0014++ Sulfur Soil Amendment 38 TON

TOTAL BASE WORK: $

OPTIONAL WORK

0015* Separator Geotextile - OW 4,910 SY

0016 Bypass Canal Excavation - OW 1 JOB

0017 Embankment Compacted Fill -

OW 1,300 CY

00010-4 Ed 19-026

0018 Sand Fill - OW 4,100 TON

0019 Surfacing - OW 660 TON

0020* Corrugated Metal Pipe Culvert 60” Diameter – OW 1,365 LF

0021* Corrugated Metal Pipe Culvert 72" Diameter - OW 650 LF

0022* Stone_R-90 - OW 700 TON

TOTAL OPTIONAL WORK $

TOTAL BASE WORK + OPTIONAL WORK $

*Denotes a change from the 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: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

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

00010-5 Ed 19-026

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. If implemented the Government will exercise the OPTIONAL WORK, no later than 60 days after Notice to Proceed (NTP). 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. In the event that OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of the contract shall be 60 calendar days in addition to the original contract duration of 1,370 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)”.

00010-6 Ed 19-026

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

Item Nos. 0009 and 0012 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. 0009 and 0012.

(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. 0009 and 0012 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. 0009 and 0012 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)

NOTE:LAKEFRONT REACH 3 - 4TH LIFT PHASE-11 JEFFERSON PARISH

LAKE PONTCHARTRAIN LA. AND VICINITY

CROSS SECTIONS C/L STATION 216+00 TO 220+00

1000.000, 1000.000, 100.000,D220413

1000.000, 1000.000, 100.000,O12C054B.LAA

1000.000, 1000.000, 100.000,JOE SMITH

1000.000, 1000.000, 100.000,Reach 3 CROSS SECTIONS

1000.000, 1000.000, 100.000,PBM ALCO 319

1000.000, 1000.000, 100.000,Elev 4.31

559094.930, 3634274.577, -0.081,F216+00 559087.108, 3634272.199, 0.933, 559077.973, 3634269.296, 1.723,FST

559073.983, 3634267.957, 2.291, 559071.066, 3634267.009, 3.624,Ramp 559061.004, 3634262.356, 3.891,Ramp CL 559059.542, 3634261.605, 4.103,Ramp 559047.821, 3634255.716, 4.951, 559034.823, 3634249.187, 5.064, 559021.870, 3634242.265, 5.743, 559010.277, 3634236.944, 6.443, 559000.544, 3634232.371, 7.402, 558988.133, 3634225.911, 8.354, 558984.002, 3634223.336, 8.621, 558984.601, 3634222.054, 8.643, 558974.531, 3634216.998, 10.253, 558962.167, 3634211.175, 13.695, 558950.181, 3634206.085, 16.789,FSC

558947.742, 3634204.534, 17.015,CL

558945.882, 3634203.631, 16.885,BL

558942.790, 3634202.677, 16.743,LSC

558940.136, 3634201.538, 16.788, 558932.451, 3634197.931, 16.276, 558931.098, 3634197.585, 15.907, 558923.395, 3634192.908, 11.599, 558914.872, 3634188.088, 7.059,EOA

558903.853, 3634184.037, 3.592, 558890.230, 3634177.742, 2.454, 558884.857, 3634176.123, 1.474, 558877.802, 3634173.233, -0.948, 558868.502, 3634169.267, -2.070,Ditch CL 558857.658, 3634164.437, -1.558, 558845.393, 3634159.188, -1.205, 558836.608, 3634155.744, -0.095, 558833.653, 3634151.258, -0.859, 558829.590, 3634149.842, -1.330,ES

558786.228, 3634239.431, -1.841,L217+00 558795.462, 3634243.437, -0.214, 558805.287, 3634247.646, -0.844, 558819.755, 3634253.905, -1.253, 558827.430, 3634257.360, -1.557,Ditch CL 558836.060, 3634261.052, -0.825, 558844.087, 3634264.993, 1.775, 558857.865, 3634271.976, 2.835, 558866.037, 3634275.846, 3.774,LST

558876.157, 3634281.321, 7.432, 558886.585, 3634286.302, 11.810, 558898.872, 3634292.092, 16.906, 558901.228, 3634293.235, 17.398,LSC

SURVEY DATA SAMPLE

558902.862, 3634294.028, 17.834,BL

558904.700, 3634294.864, 17.880,CL

558910.311, 3634297.237, 17.906,EOA

558912.172, 3634297.960, 17.480,FSC

558920.664, 3634302.758, 13.640, 558931.051, 3634308.249, 10.575, 558938.828, 3634312.111, 9.081,FST

558950.862, 3634318.131, 8.080, 558964.847, 3634325.090, 7.130, 558978.569, 3634331.922, 5.994, 558992.788, 3634339.087, 5.324, 559005.154, 3634345.570, 4.620, 559017.046, 3634351.253, 3.848, 559018.803, 3634352.372, 3.625,EOA

559029.329, 3634357.562, 3.467,EOA

559032.581, 3634359.156, 2.212, 559041.196, 3634363.767, 1.615, 559049.313, 3634367.474, 1.491, 559053.100, 3634369.880, -0.049,ES

559007.013, 3634454.530, 0.134,F218+00 559001.164, 3634451.149, 1.542, 558996.741, 3634449.176, 1.184, 558989.180, 3634445.316, 2.634, 558987.723, 3634444.704, 3.755,EOA

558977.351, 3634440.019, 3.964,EOA

558976.036, 3634439.405, 4.171, 558961.867, 3634432.560, 4.714, 558948.438, 3634425.955, 5.275, 558934.632, 3634419.226, 5.956, 558921.973, 3634413.619, 6.633, 558909.887, 3634408.628, 7.515, 558902.577, 3634405.328, 8.173,FST

558891.567, 3634400.590, 10.514, 558883.644, 3634395.027, 13.770, 558881.707, 3634394.374, 14.099,EOA

558874.206, 3634390.618, 14.168,EOA

558868.424, 3634387.984, 15.734, 558864.166, 3634386.194, 16.989,FSC

558862.088, 3634385.302, 16.987,CL

558860.141, 3634384.389, 17.011,BL

558856.807, 3634382.461, 16.720,LSC

558844.914, 3634377.020, 12.231, 558834.223, 3634371.695, 7.639, 558822.542, 3634365.773, 3.613,LST

558814.690, 3634361.982, 2.765, 558801.387, 3634355.275, 1.975, 558796.339, 3634352.947, 1.166, 558789.519, 3634351.398, -1.043, 558779.857, 3634346.041, -1.857,DCL

558768.029, 3634340.450, -1.231, 558757.836, 3634335.845, -0.403, 558754.611, 3634334.354, -0.433, 558749.425, 3634332.024, -1.362,ES

558705.594, 3634423.608, -0.740,L219+00 558711.223, 3634424.976, -0.040, 558719.956, 3634429.417, -1.452, 558731.280, 3634435.078, -2.166,DCL

558738.759, 3634438.580, -1.785, 558748.006, 3634442.503, 0.924, 558756.914, 3634446.840, 1.662, 558770.693, 3634453.405, 2.619, 558774.893, 3634455.937, 3.095,LST

558785.608, 3634459.560, 5.912, 558797.212, 3634465.049, 10.366, 558807.798, 3634470.261, 14.684, 558813.985, 3634473.061, 16.947,LSC

558817.664, 3634474.953, 17.282,BL

558819.046, 3634475.551, 17.201,CL

558821.392, 3634476.680, 16.925,FSC

558830.418, 3634480.779, 14.537, 558841.919, 3634486.242, 11.161, 558851.388, 3634490.516, 9.329, 558852.492, 3634490.953, 9.340,FST

558856.287, 3634492.833, 9.589,EOA

558864.492, 3634496.892, 9.128,EOA

558872.905, 3634501.158, 7.385, 558886.299, 3634506.823, 6.326, 558900.660, 3634512.930, 5.567, 558914.063, 3634518.496, 5.346, 558927.703, 3634524.197, 4.773, 558935.074, 3634527.405, 4.052, 558936.191, 3634527.977, 3.948,EOA

558946.579, 3634532.258, 3.845,EOA

558948.033, 3634533.060, 2.692, 558958.360, 3634537.294, 0.473, 558965.592, 3634540.881, 0.618, 558967.406, 3634542.239, 0.013,ES

558915.823, 3634632.701, -0.090,F220+00 558907.787, 3634628.423, 2.068, 558902.841, 3634625.698, 3.197, 558902.361, 3634625.101, 3.711,EOA

558892.724, 3634619.960, 4.026,EOA

558881.451, 3634612.982, 5.005, 558867.064, 3634605.519, 5.268, 558852.794, 3634598.293, 5.565, 558838.995, 3634591.933, 7.090, 558824.619, 3634585.407, 8.118, 558812.687, 3634580.697, 8.930, 558808.521, 3634578.868, 9.420,FST

558798.424, 3634574.741, 11.831, 558786.622, 3634570.065, 14.962, 558778.510, 3634567.155, 17.058,FSC

558776.470, 3634566.258, 17.146,CL

558774.498, 3634565.292, 17.199,BL

558771.339, 3634563.757, 16.985,LSC

558760.204, 3634558.759, 12.582, 558748.715, 3634553.550, 7.901, 558742.184, 3634551.073, 5.460, 558733.642, 3634547.122, 2.997,LST

558720.735, 3634541.090, 1.881, 558708.601, 3634535.530, 1.587, 558702.342, 3634533.186, 1.317, 558694.938, 3634529.383, -0.727, 558688.506, 3634526.056, -1.732, 558677.071, 3634520.923, -1.731, 558667.640, 3634516.638, -0.608, 558658.801, 3634512.447, -1.728,EJ

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NEW ORLEANS DISTRICT

WEST SHORE LAKE PONTCHARTRAIN, LA

HURRICANE AND STORM DAMAGE RISK REDUCTION PROJECT

WSLP-107

ST. JOHN THE BAPTIST PARISH

W912P8-23-B-0025

ZXXXXXXXXXX

NOVEMBER 2022

ED# 19-026

of Engineers

US Army Corps

G-01

C O

V E

R S

H E

E T

G -0

C O

V E

R S

H E

E T

.D G

N

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

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S I Z

E

M A

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D E

S C

R

IP

T

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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

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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

A D

V E

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IS

E

S E

T

W E

S T

S H

O R

E L

A K

E P

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H A

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R A

IN

L

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A

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T O

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IS

K R

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N P

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C T

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L E

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X X

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N O

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T P

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B R

O O

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A B

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A N

L H

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T E

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D B

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K H

-8 -4

100' 200'0

LANDSIDE

FLOODSIDE

ST JOHN THE BAPTIST PARISH

EXISTING RIGHT OF WAY

CONSTRUCTION GRADE

SAND LAYER GRADE

NORTH

PLAN

4. TREES STOCKPILED ALONG THE "TREE CLEARED ZONE" SHALL BE REMOVED BY THE CONTRACTOR

3. DETAILS FOR THE ACCESS ROAD ALONG THE BERM CAN BE FOUND ON SHEET C-09

2. LEVEE TRANSITION DETAILS CAN BE FOUND IN SHEET C-09

1. DETAILS FOR OPTION WORK CAN BE FOUND IN SHEETS C-07, C-08

NOTES:

EL. 9.6

EL. 3.0

2 3

EXISTING RIGHT OF WAY

L

IM

IT

O

F C

O N

S T

R U

C T

IO

N B /L S

T A . 3

M A

T C

H B /L S

T A . 3

L

IM

IT

O

F W

O R

K S

T A . 3

C-01

B /L

S T

A

T

O B

/L S

T A

P L

A N

A N

D P

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F

IL

E

C -0

P L

A N

V

IE

W

.D G

N

,5

,0

,5

,0

,0

,0

,0

,0

,0

°3

'3

°3

'1

°3

'3

°3

'1

73' 1V :3

H

DRAINAGE CHANNEL EL. -5

ACCESS ROAD

TEMPORARY

DRAINAGE CHANNEL

TREE CLEARED ZONE

ACCESS ROAD

EXISTING

V :3

H

OPTION AREA

OPTION AREA

2 3

BYPASS

BYPASS SPOIL AREA

A M

E N

D

R E

V

IS

E D

T R

A N

S

S L

O P

E F

R O

M

V :1

H

T O

V

:3 H

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

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D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

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IT

A

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N N

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S

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S I Z

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N D

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SHEET ID

®of Engineers

US Army Corps

N E

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C O

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E

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IS

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T

W E

S T

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H A

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L

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A

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A N

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IS

K R

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T

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N P

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F

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U M

B E

R

Z X

X X

X X

X X

X X

X X

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P

-2

-B -0

N O

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A N

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A P

T

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T P

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IS

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N N

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-8 -4

C-07

D-1

EL. -5

BYPASS

322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 344+00

-30 -30

-20 -20

-10 -10

0 0

10 10

20 20

100' 200'0

LAND SIDE ST. JOHN THE BAPTIST PARISH

CONSTRUCTION GRADE

SANDBASE GRADE

NORTH

PLAN

3. TREES STOCKPILED ALONG THE "TREE CLEARED ZONE" SHALL BE REMOVED BY THE CONTRACTOR

2. DETAILS FOR THE ACCESS ROAD ALONG THE BERM CAN BE FOUND ON SHEET C-09

1. LEVEE TRANSITION DETAILS CAN BE FOUND IN SHEET C-09

NOTES:

L

IM

IT

O

F W

O R

K B /L S

T A . 4

M A

T C

H B /L S

T A

C-04

S T

A

T O

S T

A

P L

A N

A N

D P

R O

F

IL

E

,5

,0

,0

,0

,0

,0

,0

585,000

585,000

°3

'1

°3

' 0

°3

'1

°3

' 0

EL. 9.6

EL. 3.0

DRAINAGE CHANNEL EL. -5

74'

V :3

H

1V :3H

TREE CLEARED ZONE

TREE CLEARED ZONE

EXISTING RIGHT OF WAY

8 9 10

9 10 11

A M

E N

D

R E

V

IS

E D

T R

A N

S

S L

O P

E F

R O

M

V :1

H

T O

V

:3 H

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

A

B

C

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H

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L

M

N

P

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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

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N T

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C T

N O

S O

L

IC

IT

A

T

IO

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O

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S

U E

D A

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S I Z

E

M A

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S C

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SHEET ID

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US Army Corps

N E

W O

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E A

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L A

L

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L E

A N

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T

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T U

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M Y

C O

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IN

E

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S

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IS

E

S E

T

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H A

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R A

IN

L

A

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A

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D A

M A

G E

R

IS

K R

E D

U C

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N P

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C T

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L P

L E

V E

E

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

-B -0

N O

V E

M B

E R

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

B R

E N

N A

N

B R

O O

K S

A B

R E

N N

A N

L H

A T

T E

N

D B

E C

K H

-8 -4

.1

S T

A

P O

T

.5

S

T A

P O

T

8 9

388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00

-30 -30

-20 -20

-10 -10

0 0

10 10

20 20

L-11

CULVERTS

TYPICAL SECTION 1 - ACCESS ROAD WITH

SCALE: NOT TO SCALE

H-11

CULVERTS

TYPICAL SECTION 2 - ACCESS ROAD WITHOUT

SCALE: NOT TO SCALE

D-11

BYPASS - TYPICAL SECTION

SCALE: NOT TO SCALE

WSLP-107 WSLP-108

30'

CULVERTS NOT SHOWN FOR CLARITY. FOR CULVERT DETAILS SEE SHEET C-082.

CULVERT AREAS.

SECTION PROPERTIES APPLY TO ALL LOCATIONS WHERE ROAD CROSSES 1.

NOTES:

1V:6H1V:6H

COMPACTED FILL

EMBANKMENT

BOTTOM OF EXCAVATION

EL. -8.0

GRAVEL 9" THICK

ANGLE OF REPOSE

EL. 5.0

EL. 5.0

1V:2H1V:2 H

68'

EL. -5.0

1V:4H 1V:4 H

EXISTING GROUND

C-07

P L

A N

A N

D T

Y P

IC

A

L S

E C

T

IO

N S

O P

T

IO

N W

O R

K

C -0

O p ti o n W o rk

.d g n

TEMPORARY ACCESS ROAD

CONTRACTOR TO CONTINUE

BYPASS CHANNEL

ACCESS ROAD

ACCESS ROAD D

TIE-IN TO EXISTING

NOTE:

AT THE END OF CONSTRUCTION.

CONTRACTOR SHALL REMOVE ALL TEMPORARY ROADWAYS AND CULVERTS3.

FOR PERMANENT CULVERT DETAILS SEE SHEET C-08.2.

FOR INTERIOR DRAINAGE DITCH DETAILS SEE SHEETS C-05 AND C-06.1.

ANGLE OF REPOSE

COMPACTED FILL

SAND

EXISTING GROUND

PERMANENT CULVERTS

TEMPORARY CULVERTS

D-1

OPTION WORK - PLAN VIEW

SCALE: NOT TO SCALE

ACCESS ROAD

SAND FILL

COMPACTED FILL 1' THICK

GRAVEL 9" THICK A

M

E N

D

R E

V

IS

E D

T E

M P

B

Y P

A S

S C

A N

A L

W

ID

T H

T O

F T

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

A D

V E

R T

IS

E

S E

T

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

L

A

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

L E

V E

E

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

-B -0

N O

V E

M B

E R

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

B R

E N

N A

N

B R

O O

K S

A B

R E

N N

A N

L H

A T

T E

N

D B

E C

K H

-8 -4

L-11

C-07

D-11

C-07

H-11

C-07

1 2

C-08

C U

L V

E R

T D

E T

A

IL

S O

P T

IO

N

W O

R K

C -0

C U

L V

E R

T D

E T

A

IL

S .D

G N

K-1

CROSSING

PLAN VIEW - TEMPORARY BYPASS CANAL

1"=1" FULL SIZESCALE:

E-1

CROSSING

CROSS SECTION - TEMPORARY BYPASS CANAL

1"=1" FULL SIZESCALE:

A-1

CROSSING

PROFILE - TEMPORARY BYPASS CANAL

1"=1" FULL SIZESCALE:

K-11

CROSSING

PLAN VIEW - INTERIOR DRAINAGE CANAL

1"=1" FULL SIZESCALE:

E-11

CROSSING

CROSS SECTION - INTERIOR DRAINAGE CANAL

1"=1" FULL SIZESCALE:

A-11

CROSSING

PROFILE - INTERIOR DRAINAGE CANAL

1"=1" FULL SIZESCALE:

68'

BYPASS CANAL

C/L TEMPORARY

INVERT ELEVATION -5

ACCESS ROAD

C/L TEMPORARY

ELEVATION 5

EL. 5

1V:6 H 1V:6H

M

IN

CPM CULVERTS

(9) 5.0' DIAMETER

INVERT EL. -5

C

L A

Y C

A P

M

IN

IM

U

M

24'

ACCESS ROAD

CRUSHED STONE

#610 LIMESTONE BEDDING

SEPARATOR GEOTEXTILE

SEPARATOR GEOTEXTILE

SEPARATOR GEOTEXTILE

68'

M

IN

IM

U M

C

L A

Y C

A P

M

IN

IM

U

M

ELEVATION 5

CMP CULVERTS

(10) 5' DIAMETER

2' MINIMUM

C/L TEMPORARY BYPASS CANAL

INVERT ELEVATION -5

39'

CANAL EL. -5

INTERIOR DRAINAGE

CANAL EL. -4

INTERIOR DRAINAGE

18" R-90 STONE

ELEVATION -4

CULVERT INVERT

C/L INTERIOR CANAL

C/L 30' WIDE PERMANENT ACCESS ROAD

TIE-IN TO EXISTING ROAD

30'

ANGLE OR REPOSE

10' 10'

1V:6 H 1V:6H

EL. -4

EL. -5EL. -5

EL. -4

ACCESS ROAD

CRUSHED STONE

18" R-90 RIPRAP

ANGLE OF REPOSE

12" COMPACTED FILL

SEPARATOR GEOTEXTILE#610 LIMESTONE BEDDING

M

IN

IM

U

M

46'

M

IN

IM

U M

M

IN

IM

U

M

M

IN

IM

U M

ELEVATION +5.0

3' MINIMUM

TIE-IN TO ACCESS ROAD D

(5) 6' DIAMETER CMP CULVERT

#610 LIMESTONE BEDDING

SAND BACKFILL

COMPACTED FILL

CRUSHED STONE ACCESS ROAD

INVERT ELEVATION -4

GEOTEXTILE SEPARATOR

GEOTEXTILE SEPARATOR

A M

E N

D

R E

V

IS

E D

T E

M P

B

Y P

A S

S C

A N

A L

W

ID

T H

T O

F T

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

A D

V E

R T

IS

E

S E

T

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

L

A

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

L E

V E

E

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

-B -0

N O

V E

M B

E R

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

B R

E N

N A

N

B R

O O

K S

A B

R E

N N

A N

L H

A T

T E

N

D B

E C

K H

-8 -4

C-08

E-1

C-08

A-1

C-08

E-11

C-08

A-11