W912P826BA003 Amendment 0001.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date

TBA 30 Jun 2026

SOLICITATION NUMBER: W912P826BA003

NOTE: BIDDERS MAY SUBMIT BIDS BY ONLY ONE METHOD: A) ELECTRONIC

COMMERCE (EMAIL) OR BY 2) PHYSICAL SUBMISSION. BIDDERS SHALL LIMIT THE BID

SUBMITTAL TO ONE OPTION OR THE OTHER, NOT BOTH.

Electronic Submission of Bids/Proposals (Email):

The New Orleans District utilizes electronic commerce (Email) for receipt of electronic bids under this IFB solicitation. To submit an electronic commerce (Email) bid please follow these steps:

1. Send an email containing your name, email address and bid/proposal to the following emails associated with the IFB (MUST include all emails):

• Taylor.H.Brandon@usace.army.mil

• Michelle.Dalmado@usace.army.mil

2. ALL BIDS SUBMITTED BY EMAIL MUST CONTAIN THE SOLICITATION NUMBER IN

THE SUBJECT LINE.

3. Once the agency receives your bid/proposal at the above email addresses, you will then receive a confirmation email stating your bid/proposal was received. If a bidder does not receive a reply acknowledging receipt electronically from the New Orleans District, it is incumbent upon the bidder to seek confirmation from the issuing Contracting office by phone.

Note: The size limit for incoming emails is 35MB. Any bid/proposal over this size may not be accepted by the server and will constitute the bid not being received timely. Please note that embedded links, URLs, and other html language included may interfere with the USACE server security, which may cause emails to be removed prior to being received by the contracting office. Bidders are advised to refrain from including external links, embedded links, URLs, and other html language not germane to the proposal/bid. Please note it is a bidder’s responsibility, when transmitting its bid electronically, to ensure the receipt of its bid to the proper designee at the proper time. See FAR 14.304(b)(1)(i) regarding untimely electronic bids. Please note, MVN’s computer system firewall may cause a delay in receipt of emails, so be sure to allow ample time for possible delay. If your email would exceed 35MB you can use one of the following methods as a work-around:

• Use .zip files as attachments. Combine multiple files into a .zip file to compress file size prior to adding as an email attachment.

• Send multiple emails. Label each email with same subject line and indicate number of emails. For example: Smith Construction W912P826BXXXX (1 of 2) Smith Construction W912P826BXXXX (2 of 2).

Physical Submission of Bids:

Bidders may submit their bids by hand carrying or express mail to the New Orleans District Contracting Office in Room 172. Bidders are advised to allow adequate time to ensure timely submission of its bid. Traffic onto the New Orleans District campus may be delayed by trains mailto:Taylor.H.Brandon@usace.army.mil mailto:Michelle.Dalmado@usace.army.mil blocking the entrance or security either at the gate and/or inside of the building. Express delivery may be utilized but it is incumbent upon the bidder to ensure bid delivery time and date is before the receipt of bid cutoff time. See FAR 14.304(b)(1)(ii) and (c).

Bid Opening:

This bid opening is currently scheduled for Tuesday, 30 June 2026 at 11:30 AM, local time. The Contracting Officer and Contract Specialist will begin downloading bids at 10:00 AM CT, which is the bid submission receipt cutoff time. All bids received after Tuesday, 30 June 2026 at 10:00 AM, local time, will be considered late.

Audio Teleconference Bid Opening Information:

The bid opening will be held electronically and can be accessed via:

https://dod.teams.microsoft.us/l/meetup-join/19%3adod%3ameeting_f5370990ca5946ad95083c6e2337e705%40thread.v2/0?context=% 7b%22Tid%22%3a%22fc4d76ba-f17c-4c50-b9a7- 8f3163d27582%22%2c%22Oid%22%3a%22df68d226-f594-4b15-a055-0aa9ffa0c19c%22%7d

Meeting ID: 993 579 696 702 Passcode: N9Dd7sA6 Dial in by phone +1 601-262-2433,,176176675# United States, Vicksburg Find a local number Phone conference ID: 176 176 675#

Following the conclusion of the bid opening, in accordance with FAR 14.403(b), abstracts of offers for unclassified acquisitions shall be available for public inspection via SAM.GOV.

https://dod.teams.microsoft.us/l/meetup-join/19%3adod%3ameeting_f5370990ca5946ad95083c6e2337e705%40thread.v2/0?context=%7b%22Tid%22%3a%22fc4d76ba-f17c-4c50-b9a7-8f3163d27582%22%2c%22Oid%22%3a%22df68d226-f594-4b15-a055-0aa9ffa0c19c%22%7d https://dod.teams.microsoft.us/l/meetup-join/19%3adod%3ameeting_f5370990ca5946ad95083c6e2337e705%40thread.v2/0?context=%7b%22Tid%22%3a%22fc4d76ba-f17c-4c50-b9a7-8f3163d27582%22%2c%22Oid%22%3a%22df68d226-f594-4b15-a055-0aa9ffa0c19c%22%7d https://dod.teams.microsoft.us/l/meetup-join/19%3adod%3ameeting_f5370990ca5946ad95083c6e2337e705%40thread.v2/0?context=%7b%22Tid%22%3a%22fc4d76ba-f17c-4c50-b9a7-8f3163d27582%22%2c%22Oid%22%3a%22df68d226-f594-4b15-a055-0aa9ffa0c19c%22%7d https://dod.teams.microsoft.us/l/meetup-join/19%3adod%3ameeting_f5370990ca5946ad95083c6e2337e705%40thread.v2/0?context=%7b%22Tid%22%3a%22fc4d76ba-f17c-4c50-b9a7-8f3163d27582%22%2c%22Oid%22%3a%22df68d226-f594-4b15-a055-0aa9ffa0c19c%22%7d

Contractor Question and Answers:

W912P826BA003

Freshwater Bayou Waterway, Freshwater Bayou Lock, New Shops Building, Vermilion Parish, Louisiana

1. Please confirm the project will be sales tax exempt on material purchased.

No exemption from sales tax will be provided for use on this project.

2. Please confirm the project is on Federal property, and a Louisiana general contractor license is not required.

The project is on federal property. No interpretation of Louisiana law regarding requirements of a Louisiana general contractor’s license can be provided.

3. Regarding placing the duct bank, confirm the contractor has the option to open dig or bore across the road.

Confirm the road is gravel and not pavement.

Duct bank to be placed with an open dig in accordance with contract documents (sheet E-300).

Roadway has asphalt paving.

4. Could the duct bank be of a precast concrete duct bank if contractor elects?

Precast concrete duct bank option is acceptable.

5. Please provide updated Davis Bacon Wage Scale sheet Updated Davis Bacon Wage Scale sheet attached.

6. Spec 01100 4 states a separate inspector’s field office is required. Please confirm this is required. Will the trailers need to be removed if a hurricane is approaching? If not, confirm the inspector will be responsible for removing their items inside their trailer.

Government field inspector’s office (trailer) is to be provided in accordance with the contract documents.

Contractor will provide their own field office space.

Disposition of offices, field equipment, etc., in a storm event to be delineated in the Hurricane Protection Plan.

Government employees will be responsible for their own personal items.

7. Would there be an office area in the existing facility that could be used for the contractors’ personnel that is required to be on site? This would eliminate the cost of barging in and out office trailers.

No.

8. Spec 01100, 22.d Site Access. Please confirm at least a 24-hour notice will be given to the contractor if site access is not available? for the next day in order to plan and control costs. Lost days do cost money and need to be recouped or minimized somehow.

24-hour notice and/or access will not be given to the contractor.

The Contractor should bid the work as stated in the contract documents.

9. Please clarify if the SSHO can be superintendent if he/she meets both requirements.

See Specifications Section 1100, Paragraph 3. The SSHO is a stand alone position.

10. Please clarify the QCM has to always be on site and cannot have any other responsibilities. Can this position be shared with the project manager and/or superintendent?

See Specifications Section 01 45 04.00 10, Paragraph 3.4.2.

1. Must be on site at all times work is underway.

2. It is a stand alone position.

3. Cannot be a shared position.

11. Dwg C104 – what are the dimensions of the transition concrete pad at the end of the ramp. The scale on the drawing does not appear to be correct. Ramp is 16’ wide, correct?

The distance varies, but it is approximately 12 feet by 16 feet.

This should be confirmed in the field by the contractor.

12. Is there topsoil that needs to be stripped under the scour pad and if so to what depth?

Refer to the “Clearing and Grubbing” section which will be added to the contract specifications via Amendment 0001.

13. Can the topsoil be respread on site or hauled off?

Debris/vegetation from clearing and grubbing operations can be spread at the project site. This will be added to the contract specifications via Amendment 0001.

14. Please confirm the 4” thick concrete scour slab is to be placed under the ramp as well.

See Sheet S-201.

15. Confirm the scour protection slab is to have wire reinforcement. Some areas do not allow the use of wire reinforcement for such pads in hurricane zones.

The scour protection shall be 4-inch thick concrete with no wire reinforcement.

16. Per the pricing schedule and spec Section 01 57 23.12 - where is the truck wash down rack to be located? Will this be required for this project due to the 5-ton weight limit, no large trucks or concrete trucks will be driving to the site.

The contractor shall coordinate the location for the truck wash down rack with the Lockmaster.

17. The drawings do not include any erosion control measures. Please clarify if silt fencing is required and if so, where?

See Amendment 0001.

18. Since less than an acre of land is being disturbed, is SWPPP and NOI required?

Provide a SWPPP in accordance with Specifications Section 01 57 23.00 12.

19. Who will prepare the SWPPP?

The contractor is responsible for preparing the SWPPP as stated in Specifications Section 01 57 23.00 12, paragraph 1.1.

The SWPPP consists of this Section, 01 57 23.00 12, and any and all references and attachments including existing and future signed certification statements.

20. Please confirm the concrete needed for the precast struts shown on J16/S403 can either be non-shrink grout or mixed with sack-crete. It is likely the concrete batch plant will not be brought in until after the building is erected due to the daily cost.

Strut and Cap Beam connection shall be in accordance with the precast manufacturer’s recommendation.

21. Is there a crane on site that can be used to off-load the barges for bringing in the equipment and materials?

No.

22. Is there an area on site where a ramp barge could be brought in, where cranes, lifts, and other equipment could be driven off the barge? Please show pictures of this area.

See Amendment 0001

23. Please provide the bases of design for the equipment tiedown assemblies.

Provide tie-down assemblies as indicated on Sheet S-501.

24. Dwg D1 /S403 shows the anchors for the aluminum ramp railing to be embedded in the precast curb. Please consider allowing the railing base anchors to field set with epoxy anchors. Can this be contractor option?

No.

25. Dwg D1 S403 – Confirm the curb is to be precast and not cast in place. If so, another reason is not to have railing anchors pre-installed.

Reference curb notes A1/S-101 and A11/S-301.

26. Specifications Section 32 92 19.04 12, Turf Establishment Plan, and the pricing schedule imply that there are some unknowns in the soils. Any chance the government could perform the soil sample and provide the results in an amendment?

No.

27. Please provide the bases of designs for the pre-engineered metal building and the insulated panels.

Design criteria are identified in the plans and specifications.

28. Have the bases of design for the PEMB confirmed they can meet the design requirements stated using the bases of design insulated wall panels?

The PEMB and insulated wall panels should be designed in accordance with the plans and specifications.

29. A very reputable PEMB company is stating their system will not support the insulated panels based on the design criteria. There appears to be a couple of criteria that tend to add to these, the partially enclosed, wind speed, and the height of the ridge while sitting on the platform. If the roof pitch is lowered to 1 in 12, it is believed they can meet the design. Can the roof pitch be lowered from 3/12 to 1/12?

The roof slope shall be 3:12.

Ensure that the PEMB manufacturers use the appropriate wind speed values (both strength level and service level (Vasd) wind speed values are identified in the P&S).

See Amendment 0001.

The PEMB firms are tasked with providing a building that meets our requirements.

This may require their engineers to adjust their standard member sizing and spacing to accommodate support of the panels.

30. One PEMB firm is stating the roof panels would need to be changed to an exposed fastened system to meet the load requirements. Keep in mind through fastened panels cannot be offered with a weather tightness warranty.

Roof panels to incorporate hidden fasteners.

Ensure PEMB manufacturers use the appropriate wind speed (both strength level and service level (Vasd) wind speed values are identified in the P&S).

See Amendment 0001.

The PEMB firms are tasked with providing a building that meets our requirements.

This may require their engineers to adjust their standard member sizing and spacing to accommodate support of the panels.

31. Could the partial enclosed design requirement be removed from the PEMB?

See Amendment 0001.

The building is considered to be “Partially Open”.

32. Our preliminary schedule is showing this project will likely require a minimum of 420 days.

The contract duration, as determined by the Government, is 359 calendar days.

33. Do you have a specific laydown area for materials?

The Staging Areas are identified in the Plans.

The staging areas shall be used for Lay Down Areas.

34. There appears to be no proposal submission requirements other than a cover sheet, a bid bond, and the pricing sheet. Please confirm that this is the extent of the proposal requirements.

All submissions requirements are listed in the solicitation.

35. The Manufacturer's Qualifications section states that the PEMB manufacturer must have a minimum of five years experience as a qualified manufacturer and a member of MBMA. Would the government consider allowing an AISC certification to be equal to the MBMA membership? Reference "Specification 13 34 19 Paragraph 1.8.3" No.

36. Based on the plans for the stair foundations, and the transition from the ramp to the roadway, these items appear to be cast-in-place. Would the government accept pre-cast concrete for these items as well?

Pre-cast transition / footing items are acceptable.

37. The solicitation states that the existing bridge leading to the project site has a load capacity of 5 tons. This is effectively the weight of a large truck with a trailer, not including any cargo at all. Please confirm that the load capacity of the bridge is 5 tons.

Per the specifications, “The contractor shall make its own investigations to determine the conditions, restrictions, and difficulties that may be encountered in the transportation of equipment and material to and from the work site.”

38. If the bridge capacity leading to the project site is limited to 5 tons, barging will likely be required to bring materials and equipment to the project site. Please confirm if there are any other methods that the end user is aware of to haul in a significant amount of materials without the use of a barge.

Site accessibility is provided in the Plans and Specifications.

39. Please provide the requirements for the welded wire mesh in the scour protection slab, there are currently no details on this requirement.

The scour protection slab shall be 4-inch unreinforced concrete.

40. The existing requirements for the underground electrical lines are to trench and install the new conduit in concrete ductbank. Due to the weight limit of the bridge leading to the project site, providing a hot asphalt patch will be challenging. Please confirm if contractors will be permitted to use a cold asphalt patch, or if horizontal drilling will be acceptable.

An asphalt patch is required where the required ductbank intersects the existing asphalt road and cold patch asphalt is acceptable. Horizontal drilling is not allowed for installation of the electrical conduits. Install electrical conduits in accordance with the trench detail shown on drawing E-300, except that an asphalt patch is required where the trench intersects the asphalt road.

41. Spec Sections 31 62 13.20 12 and 31 62 14.00 12 both have requirements for test piles, but there is no indication on either for how many test piles are required. Please provide additional detail regarding the quantity of test piles required.

A single, successful pile test is all that is required.

42. Paragraph 3.3 in spec Section 31 61 14.00 12 states that the test piles are to be pulled after the completion of the tests. Please confirm that the test piles are to be sacrificial piles and will not be permitted to be used as one of the piles supporting the building slab.

Per Specification Section 31 62 14.00 12, paragraph 3.3, “After the pile tests are completed and accepted at each site, all support piles, and test piles shall be pulled.”

43. Currently, the specifications state that the Quality Control Manager may not serve any other roles on the project. Please confirm if the Site Superintendent may "dual hat" and serve as the SSHO if duly qualified. The Quality Control Manager may not serve any other roles on the project.

The Quality Control Manager and the SSHO are stand-alone positions.

SPECIFICATIONS:

PROJECT TABLE OF CONTENTS

Add the new attached, “Project Table of Contents” PTC-I, 5thSheet after page 3, Solicitation Point of Contact.

SECTION 00010

Pages 3 thru 5. Delete the Pricing Schedule in its entirety and substitute the attached revised Pricing Schedule, page 00010-3 thru 5.

SECTION 01100

Page 20, paragraph 23 VIDEO AND PHOTOGRAPHIC DOCUMENTATION. Delete paragraph “23 VIDEO AND PHOTOGRAPHIC DOCUMENTATION” in its entirety and substitute the revised paragraph 23 as follow:

“23. VIDEO AND PHOTOGRAPHIC DOCUMENTATION

The pre-construction and post-construction conditions of permanent roads, streets, driveways, sidewalks, above-ground utilities, and existing structures shall be verified and documented by the use of Contractor-furnished photographs and videos. All video and photographic documentation shall follow:

(1) Use of uncrewed aircraft systems (drones) is prohibited.

(2) Videos shall be digital format (DVD) with voice over.

(3) The Contractor shall provide two (2) copies of the DVD and two (2) copies of photos with negatives or CDs containing files to the Contracting Officer for the Contract file.

(4) Electronic photos shall be accompanied by a log describing the content of each photo.

(5) Two (2) hard copies shall be assembled in a report form with a cover letter attached.

(6) In the report, a description of each picture identifying and describing the location and indicating the date of the photograph shall be typed beneath each picture.

(7) On the reverse of each photograph, the Contractor shall affix a self-adhesive label on the reverse of each picture that shall identify the location, describe the photographed object, and indicate the date of the photograph and name of the person who documents the information.

(8) All the information on the label shall be typewritten in black.

(9) Additionally, the name shall also be signed.

(10) The Contractor shall coordinate so that representatives of the Contracting Officer are present during the pre- and post-construction documentation.

No separate measurement or payment will be made for video and photographic documentation. Payment will be included in the contract job price for “Mobilization and Demobilization”.”

SECTION 31 11 00.00 12

Add the new attached “Section 31 11 00.00 12, CLEARING AND GRUBBING” in its entirety after Section 26 51 00 INTERIOR AND EXTERIOR LIGHTING.

DRAWINGS:

General Note - Pen and Ink Correction: Revise the Solicitation number throughout contract drawings from “W912P825BA026” to “W912P826BA003”.

SHEET IDENTIFICATION Nos. C-103, S-001, S-101, S-201, and S-301. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. C-103, S-001, S-101, S-201, and S-301.

PTC-i ED 22-050

PROJECT TABLE OF CONTENTS

Division 00 – PROCUREMENT AND CONTRACT REQUIREMENTS

Solicitation, Offer and Award SF-1442 00010 Pricing Schedule 00 21 00 Instructions 00 45 00 Representations And Certifications 00 70 00 Conditions Of The Contract 00 72 00 General Conditions 00 73 00 Supplementary Conditions

Division 01 - GENERAL REQUIREMENTS

01100 General Provisions 01 32 01.00 12 Project Schedule 01 33 00 Submittal Procedures 01 33 29 Sustainability Requirements and Reporting 01 35 26 Governmental Safety Requirements 01 42 00 Sources for Reference Publications 01 45 00.15 10 Resident Management System Contractor Mode (RMS CM) 01 45 04.00 10 Contractor Quality Control 01 57 20.00 12 Environmental Protection 01 57 23.00 12 Storm Water Pollution Prevention Plan 01 57 23.01 12 Truck Wash-Down Racks 01 74 19 Construction Waste Management and Disposal 01 78 02.00 10 Closeout Submittals

Division 03 – CONCRETE

03 21 00.00 12 Reinforcing Steel 03 30 04.00 12 Concrete For Minor Structures 03 45 33 Precast Structural Concrete

Division 05 – METALS

05 05 20 Post-Installed Concrete Anchors 05 51 00 Metal Stairs 05 52 00 Metal Railings

Division 07 – THERMAL AND MOISTURE PROTECTION

07 92 00 Joint Sealants

PTC-ii ED 22-050

Division 08 – OPENINGS

08 11 16 Aluminum Doors and Frames 08 33 23 Overhead Coiling Doors 08 71 00 Door Hardware

Division 13 – SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems

Division 23 – HVAC

23 05 48.19 Seismic Bracing For Mechanical 23 08 91 Ventilation System

Division 26 – ELECTRICAL

26 05 19.10 10 Insulated Wire and Cable 26 05 48.00 10 Seismic Protection for Electrical Equipment 26 20 00 Interior Distribution System 26 41 00 Lightning Protection System 26 51 00 Interior and Exterior Lighting

Division 31 – EARTHWORK

31 11 00.00 12 Clearing and Grubbing 31 62 13.20 12 Prestressed Concrete Piles 31 62 14.00 12 Pile Load Tests

Division 32 – EXTERIOR IMPROVEMENTS

32 12 00.00 12 Incidental Paving 32 92 19.04 12 Turf Establishment and Maintenance

00010-3 ED 22-050

SECTION 00010 – PRICING SCHEDULE

Freshwater Bayou Waterway, Freshwater Bayou Lock, New Shops Building, Vermilion Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit

Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Truck Wash-Down Rack 1 JOB

0003 Cast-In-Place Concrete 1 JOB

0004 Precast Concrete Framing 1 JOB

0005 Steel Stairs 1 JOB

0006 Aluminum Railings 1 JOB

0007 Metal Building System 1 JOB

0008 Ventilation System 1 JOB

0009 Electrical Work 1 JOB

0010 Precast Prestressed Concrete Piles 4,235 LF

0011 Compression Pile Load Test 1 EA

0012 Seeding and Mulching 0.8 AC

0013 Fertilizer

0013AA First 80 LBS 80 LBS

0013AB All Over 80 LBS 40 LBS

0014++ Lime Soil Amendment 1.6 TON

0015++ Sulfur Soil Amendment 0.8 TON

*0016 Clearing and Grubbing 1 JOB

TOTAL: $

* Denote changes from previous Pricing Schedule.

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

**The unit "JOB" as used in this Pricing 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.

00010-4 ED 22-050

NOTE 1: Offerors shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the offeror 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 OFFER SHALL BE

DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

NOTE 2: Any offer 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 offer, but the price for individual line items as well. Any offer 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 offeror 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 22-050

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

Item No. 0013 is 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 No. 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 No. 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 No. 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)

SECTION TABLE OF CONTENTS

DIVISION 31 - EARTHWORK

SECTION 31 11 00.00 12

CLEARING AND GRUBBING

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT AND PAYMENT

1.3 QUALITY CONTROL

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CLEARING

3.1.1 General

3.1.2 Vegetation

3.1.3 Areas to be Cleared

3.1.3.1 General

3.2 DISPOSAL OF DEBRIS

3.2.1 General

-- End of Section Table of Contents --

SECTION 31 11 00.00 12 Page 1 ED 22-050

SECTION 31 11 00.00 12

CLEARING AND GRUBBING

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 the clearing and grubbing of the areas specified herein or indicated on the drawings, for the removal and disposal of all cleared and grubbed materials, and for the filling of all holes caused by grubbing operations, as specified herein.

1.2 MEASUREMENT AND PAYMENT

No measurement will be made for clearing, grubbing, and vegetation removal.

Payment for clearing, grubbing, and vegetation removal will be made at the contract job price for "Clearing and Grubbing". Price and payment shall constitute full compensation for furnishing all plant, labor, material, and equipment, and performing all operations necessary for clearing, grubbing, and vegetation removal of the area below the building, ramp, and stair foundations, for removing and disposing of all cleared, grubbed, and vegetation removal materials, and for filling holes resulting from grubbing operations.

1.3 QUALITY CONTROL

The Contractor shall establish and maintain quality control for clearing and grubbing operations to assure compliance with contract requirements, and maintain records of his/her quality control for all construction operations including but not limited to the following:

(1) Clearing. Station to station limits transverse clearing limits from applicable centerline; percentages of area complete; type of material.

(2) Grubbing. Station to station limits, transverse grubbing limits from applicable centerline; percentage of area complete; type of material.

(3) Disposition of Cleared and Grubbed Materials. Method and location of disposition

The original and two copies of these records of inspections and tests, as well as the records of corrective action taken, shall be furnished the Government daily. Format of the report shall be as prescribed in Section 01 45 04.00 10 CONTRACTOR QUALITY CONTROL.

PART 2 PRODUCTS

Not used.

SECTION 31 11 00.00 12 Page 2 ED 22-050

PART 3 EXECUTION

3.1 CLEARING

3.1.1 General

Clearing, unless otherwise specified, shall consist of the complete removal to within 6 inches of the ground surface of all trees, stumps, down timber snags, brush, vegetation, and similar debris.

3.1.2 Vegetation

Vegetation to be removed shall consist of crops, grass, bushes, and weeds.

3.1.3 Areas to be Cleared

3.1.3.1 General

The entire area to be occupied by the building, ramp,and stair foundations.

3.2 DISPOSAL OF DEBRIS

3.2.1 General

All debris resulting from clearing and grubbing operations at the construction site shall be stockpiled or distributed on the Freshwater Bayou Lock site with coordination and direction of the Lockmaster or evenly spread on site, if approved by the Contracting Officer. Debris material shall be so placed as not to interfere with roads, drainage, or other improvements and in such a manner as to eliminate the possibility of its entering into channels, ditches, or streams. If the Contractor chooses to remove debris from the site of the work, such disposal shall comply with all applicable Federal, State, and Local laws.

-- End of Section --

SECTION 31 11 00.00 12 Page 3 ED 22-050

CR - CONTRACTOR RESPONSIBILITIES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED DESIGNS,

MANUFACTURING, AND INSTALLATIONS OF BOTH THE PRECAST FRAMING AND THE METAL BUILDING

SYSTEM, AS WELL AS ALL OTHER RELATED COMPONENTS IN ACCORDANCE WITH THE CONTRACT

REQUIREMENTS.

2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATION AND STANDARD DETAILS AS SHOWN IN UNIFIED FACILITY CRITERIA (UFC) UFC 1 -200-01 DOD BUILDING CODE DATED 8 OCTOBER 2019 WITH CHANGE 1 DATED 1 OCTOBER 2020 AND THE INTERNATIONAL BUILDING CODE (IBC) 2018.

3. THE CONTRACTOR SHALL MAINTAIN AND ADHERE TO ALL CONSTRUCTION SITE SAFETY IN ACCORDANCE

WITH USACE ENGINEERING MANUAL EM 385-1-1 AND UFC SAFETY CRITERIA (UFC 4-020-01).

4. ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE PROJECT ENGINEER AND/OR ALL MATERIAL NOT IN CONFORMANCE WITH THE SPECIFICATION IS SUBJECT TO REMOVAL AND REPLACEMENT AT THE

CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS AND WASTE. SUCH DISPOSAL AND REMOVAL SHALL NOT CREATE A NUISANCE. EARTHWORK MATERIAL SHALL

BE REMOVED IMMEDIATELY AND DISPOSED OF AT THE DISCRETION OF THE COR.

6. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN

EXISTED BEFORE CONSTRUCTION.

7. ALL PROPRIETARY SYSTEMS AND ACCESSORIES SHALL BE INSTALLED WITH STRICT ADHERENCE TO THE

MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS.

DC - DESIGN CRITERIA

1. THE STRUCTURES SHALL BE DESIGNED IN ACCORDANCE WITH THE DOD BUILDING CODE UFC 1-200-01, INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION, UFC 3-301-01 STRUCTURAL ENGINEERING, ASCE 7-16, &

AASHTO 9TH EDITION.

2. DEAD LOADS:

A. ROOF: PER PEMB MANUFACTURER

B. PLATFORM FLOOR: PER PRECAST MANUFACTURER

C. RAMP FLOOR: PER PRECAST MANUFACTURER

3. COLLATERAL LOADS:

A. ROOF: 5 PSF (NOT TO BE COMBINED WITH WIND UPLIFT LOAD CASES)

4. UNIFORM LIVE LOADS: (ASCE 7-16)

A. ROOF: 20 PSF (REDUCIBLE)

B. PLATFORM FLOOR: 250 PSF IN ADDITION TO PALLET RACK POST LOADS = 10,000 LBS. EACH (SEE S-103

FOR POST LAYOUT)

C. STAIRS: 100 PSF

5. VEHICULAR LIVE LOADS: (NOT COMBINED WITH UNIFORM LIVE LOAD OR PALLET RACK POST LOADS) A. RAMP & PLATFORM FLOOR: H15-44, 15 TON TRUCK WITH A 6 KIP FRONT AXLE & 24 KIP REAR AXLE

SPACED 14FT APART.

B. DESIGN LANE LOAD: 0.64 KLF (COMBINED WITH DESIGN TRUCK)

6. SNOW LOADS: (ASCE 7-16)

A. ROOF: OMITTED (GROUND SNOW LOAD = 0 PSF)

7. WIND LOADS: (ASCE 7-16)

A. RISK CATEGORY: IV

B. BASIC WIND SPEED: 164 MPH

C. ALLOWABLE STRESS DESIGN WIND SPEED VASD = 127 MPH

D. EXPOSURE CATEGORY: D

E. INTERNAL PRESSURE COEFFICIENT: ±0.18 (PARTIALLY OPEN)

F. THE EAVE HEIGHT USED IN WIND PRESSURE DETERMINATION SHALL ACOUNT FOR THE ELEVATED

FINISHED FLOOR AND SHALL BE MEASURED FROM THE GROUND SURFACE.

8. SEISMIC LOADS: (ASCE 7-16)

A. RISK CATEGORY: IV

B. SEISMIC IMPORTANCE FACTOR: Ie = 1.50

C. SITE CLASS: D - DEFAULT

D. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: SS = 0.076g, S1 = 0.046g E. SITE COEFFICIENTS: Fa = 1.6, Fv = 2.4 F. SITE ADJUSTED SPECTRAL RESPONSE ACCELERATION PARAMETERS: SMS = 0.121g, SM1 = 0.110g G. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SDS = 0.081g, SD1 = 0.073g

H. SEISMIC DESIGN CATEGORY: C

I. SEISMIC LATERAL FORCE RESISTING SYSTEM:

1. BUILDING: PER PRE-ENGINEERED METAL BUILDING MANUFACTURER

2. PLATFORM AND RAMP: NONBUILDING STRUCTURE TYPE ALL OTHER SELF-SUPPORTING

STRUCTURES (ASCE 7-16 TABLE 15.4-2).

a. RESPONSE MODIFICATION FACTOR: R = 1.25

b. OVERSTRENGTH FACTOR: Ωo = 2.0

c. DEFLECTION AMPLIFICATION FACTOR: Cd = 2.5

d. SEISMIC RESPONSE COEFFICIENT: CS = 0.097

9. WAVE LOADS: (ASCE 7-16)

A. FLOOD ZONE: VE

B. DESIGN FLOOD ELEVATION (DFE): 15.47ft (NAVD88)

10. ROOF RAIN LOADS:

A. 15-MINUTE PRECIPITATION INTENSITY: 10.22 IN/HR

B. 60-MINUTE PRECIPITATION INTENSITY: 6.04 IN/HR

CO - CONCRETE

1. ALL CONCRETE DESIGN AND WORK SHALL CONFORM TO ACI 318-14.

2. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH:

A. PRECAST / PRESTRESSED CONCRETE: 6,000 PSI (MINIMUM), W/C RATIO = 0.40 (MAXIMUM)

B. CAST-IN-PLACE CONCRETE: 5,000 PSI, W/C RATIO = 0.40 (MAXIMUM)

C. SCOUR PROTECTION SLAB: 2,500 PSI

3. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT.

WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS, AND DETAILS

IS NOT PERMITTED.

4. A CHAMFER OF 3/4" SHALL BE MADE AT ALL EXPOSED CORNERS OF CONCRETE MEMBERS.

5. RAMP SLAB PANELS SHALL RECEIVE A TINE FINISH.

6. SHOPS BUILDING SLAB PANELS SHALL RECEIVE A STEEL TROWELED FINISH.

7. THE PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL PRECAST SLABS, CAP

BEAMS, STRUTS, AND CONNECTIONS U.N.O.

RS - REINFORCING STEEL:

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 .

2. ALL CONTINUOUS REINFORCING STEEL SHALL BE LAPPED USING A CLASS "B" TENSION LAP.

3. ALL REINFORCING STEEL SHALL BE PLACED WITH A MINIMUM OF 2-1/2" OF CLEAR COVER, TYP. U.N.O.

MB - PRE-ENGINEERED METAL BUILDING

1. ALL STRUCTURAL STEEL, FRAMES, PURLINS, GIRTS, SOFFITS, DECK, WALL SIDING, ETC. SHALL BE DESIGNED AND FABRICATED BY THE METAL BUILDING MANUFACTURER IN ACCORDANCE WITH ALL

APPLICABLE CODES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION AND ERECTION OF THE PRE- ENGINEERED METAL BUILDING SUPERSTRUCTURE INCLUDING DIMENSIONAL ACCURACY, COLUMN BASE

PLATES AND ANCHORAGE.

3. THE PRIMARY AND SECONDARY PRE-ENGINEERED METAL BUILDING COMPONENTS SHALL BE DESIGNED TO SUPPORT THE LOADS FROM ALL MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT SHOWN IN

THE CONTRACT DOCUMENTS.

4. ALL FRAMES, GIRTS, PURLINS, BASE PLATES, ETC. SHALL BE HOT-DIPPED GALVANIZED.

5. THE PEMB MANUFACTURER SHALL PROVIDE COLUMN REACTIONS AND ANCHOR BOLT LAYOUT PRIOR TO

FINAL DESIGN AND CASTING OF THE PRECAST CONCRETE SUBSTRUCTURE.

SS - STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL CONFORM TO FOLLOWING U.N.O.:

A. ROLLED SHAPES: ASTM A992

B. PLATES: ASTM A36 (MINIMUM)

C. ANGLES: ASTM A36 (MINIMUM)

D. PIPE: ASTM A53, GR. B

E. HSS: ASTM A500, GR. C

F. CHANNELS: ASTM A36

2. BOLTS AND ANCHORS:

A. BOLTED CONNECTIONS SHALL BE BEARING TYPE WITH 3/4" DIAMETER ASTM F3125, GRADE A325

BOLTS, GALVANIZED, U.N.O.

B. ANCHOR RODS SHALL BE HEADED TYPE CONFORMING TO ASTM F1554-36, GALVANIZED, U.N.O.

3. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE BASIC 15TH EDITION

STEEL CONSTRUCTION MANUAL.

4. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS

SHOWN IN THE CONTRACT DOCUMENTS.

5. USE PREQUALIFIED WELDED JOINTS PER AISC AND AWS D1.1 OF THE AMERICAN WELDING SOCIETY. "NON

PREQUALIFIED JOINTS" SHALL BE QUALIFIED PRIOR TO FABRICATION.

6. ALL WELDING SHALL BE PERFORMED USING E70XX SERIES LOW HYDROGEN ELECTRODES.

7. HOLES FOR BOLTING SHALL BE SHOP PUNCHED OR FIELD DRILLED. THE MAKING OF HOLES OR ENLARGEMENT OF HOLES BY BURNING WILL NOT BE PERMITTED. ALL HOLES SHALL BE STANDARDIZED, UNLESS NOTED OTHERWISE.

8. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123 AND REPAIRED IN THE FIELD AFTER

ERECTION AS NECESSARY.

9. ALL WELDING SHALL BE ACCOMPLISHED IN ACCORDANCE TO AWS D1.1 USING COMPATIBLE MATERIALS

FOR WELDING GALVANIZED MATERIAL.

10. ALL GROOVE WELDS SHALL BE CJP WELDS, U.N.O.

ABBREVIATIONS:

BRG. BEARING

BTM. BOTTOM

C.D. CONTROL DIMENSION

CJP COMPLETE JOINT PENETRATION

C.L. CENTERLINE

CONT. CONTINUOUS

DFE DESIGN FLOOD ELEVATION

DIA. DIAMETER

DIAG. DIAGONAL

EA. EACH

FCM FRACTURE CRITICAL MEMBER

GALV. GALVANIZED

HORIZ. HORIZONTAL

HSA HEADED STUD ANCHOR

MAX. MAXIMUM

MIN. MINIMUM

O.F. OUTSIDE FACE

O.C. ON-CENTER

PEMB PRE-ENGINEERED METAL BUILDING

PL. PLATE

R RADIUS

SIM. SIMILAR

SS STAINLESS STEEL

SQ. SQUARE

STIFF. STIFFENER

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W.P. WORK POINT

@ AT

SF - SHALLOW FOUNDATIONS:

1. SPREAD FOOTINGS ARE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 1200 PSF.

5 5

2e

3e

3e

2n

2n

2r

3r

3r

2r

3r

3r

2n

2n

2e

3e

3e

ZONE AREA (SF) PRESSURE (PSF)

COMPONENT & CLADDING WIND PRESSURES

1 & 2e

10 +76, -178

50 +65, -119

100 +60, -74

200 +60, -74

2n, 2r, 3e

10 +76, -247

50 +65, -178

100 +60, -148

200 +60, -118

3r

10 +76, -289

50 +65, -202

100 +60, -164

200 +60, -164 a aa a

10 +108, -115

50 +100, -107

100 +96, -103

200 +92, -99

10 +108, -136

50 +100, -119

100 +96, -112

200 +92, -104

NOTES:

1. WIND PRESSURES SHOWN ARE ULTIMATE PRESSURES.

2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING

TOWARD AND AWAY FROM SURFACES, RESPECTIVELY.

3. DISTANCE a = 4 FT.

US Army Corps of Engineers ®

SHEET ID

U S

A R

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C O

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IN

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IT

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N N

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3 5 7 9 11 13 15 17 19

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A

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M A

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D E

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T

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2 4 6 8 10 12 14 16 18 20

P

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D 'A

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D P

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S-001

G E

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IS

T

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A N

S L A

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G

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-2

-B

-0

W X

X X

X X

-X X

-X -X

X X

X

R E

A D

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A D

V E

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IS

E

M E

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IN

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IS

H L A

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H W

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T

/2

-53.00P1

P10 - P18

P2

P3

P4

P5

P6

P7

P8

P9

-53.00

-53.00

-53.00

-53.00

-53.00

-53.00

-53.00

-53.00

16.42 -53.00

15.30

13.65

11.98

10.30

8.63

6.95

5.27

3.60

2.25

LOCATION HEAD EL. TIP EL.

PILE SCHEDULE

P10 P11 P12 P13 P14 P15 P16 P17 P18

PE

PC

PA

PG

P9P8P7P6P5P4P3P2P1

13' - 6" 16' - 9" 16' - 9" 16' - 9" 16' - 9" 16' - 9" 16' - 9" 16' - 6" 4' - 6" 9' - 3 1/2" 9' - 3 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 3 1/2" 9' - 3 1/2"

18" SQ. PRESTRESSED

CONCRETE PILE, TYP.,

SEE S-501

18" SQ. PRESTRESSED

CONCRETE PILE, TYP.,

SEE S-501

A11

S-301

PB

PF

PD

X 2971852.94 Y 385060.52

X 2971883.43 Y 385050.82X 2971860.04

Y 384977.28

X 2971829.54 Y 384986.98

X 2971838.19 Y 384979.51

X 2971848.67 Y 384976.18

X 2971798.62 Y 384855.16

X 2971809.10 Y 384851.82

X 2971797.94 Y 384895.90

TEST

PILE, SEE

NOTE 2

8' - 4 1/2"

1 5

D

C

B

A

P10 P11 P12 P13 P14 P15 P16 P17 P18

PE

PC

PA

PG

1' - 5" 13' - 6" 16' - 9" 16' - 9" 16' - 9" 16' - 9" 16' - 9" 16' - 9" 16' - 6" 3' - 1"

1' - 5" HOLD

9' - 3 1/2" 9' - 3 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 3 1/2" 9' - 3 1/2"

1' - 5" HOLD

P9P8P7P6P5P4P3P2P1

10%

FFE = 18.50

RAMP

135' - 0"

PLATFORM

80' - 0"

5.00

PRECAST SLAB

PANEL, TYP.

PRECAST

CONCRETE CAP

BEAM BELOW, TYP.

PRESTRESSED CONCRETE

PILE BELOW, TYP.

GALV.

STEEL

STAIR

PRECAST

CONCRETE CAP

BEAM BELOW, TYP.

PRESTRESSED CONCRETE PILE

BELOW, TYP.

PRECAST SLAB

PANEL, TYP.

GALV. STEEL STAIR

S-102

A1

S-201

H1

S-201

A1

A11

S-301

S-104

J1

S-105

A1

S-202 A1

A1

S-301

R A

M P

D R

IV

E

L A

N E

PRECAST CONCRETE

CURB, EA. SIDE OF RAMP

ALUMINUM GUARDRAIL, EA.

SIDE OF RAMP

PB

PF

PD

1" GAPH15

S-402

J10

S-403

J1

S-403

D1

S-403

B10

S-403

STAIR

FOOTING

S E

E C

-1 F

O R

T

R A

N S

IT

IO

N S

L A

B US Army Corps of Engineers ®

SHEET ID

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A

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M A

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D E

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IP

T

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N

2 4 6 8 10 12 14 16 18 20

P

M

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D

B

L A

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E N

D 'A

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O N

D P

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S-101

O V

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A L L P

IL

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A N

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M F

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IN

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H W

A T

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A N

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A N

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G

R E

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P

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W P

-2

-B

-0

W X

X X

X X

-X X

-X -X

X X

X

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

N E

W S

H O

P S

B U

IL

D

IN

G

V E

R M

IL

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N P

A R

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IS

H L A

F R

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H W

A T

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B A

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U W

A T

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W A

Y

NORTH

0 4' 8' 16'

1/8" = 1'-0"H1

PILE LAYOUT PLAN

1/8" = 1'-0"A1

PLATFORM FRAMING PLAN

NORTH

0 4' 8' 16'

1. SEE SPECIFICATION SECTION 31 62 13.20 AND DRAWING

S-501 FOR PILES SPECIFCATIONS AND DETAILS.

2. ONE SUCCESSFUL PILE TEST IS REQUIRED. THE DESIGN

PILE SERVICE LOAD IS 105 KIPS.

3. IN ADDITION TO HANDLING STRESSES, DESIGN PILES FOR

LRFD FLEXURE AND SHEAR (Mu = 1,635in-k, Vu-20k)

4. THE TEST PILE INDICATED ON PLAN SHALL BE LOAD TESTED

TO 200% OF THE SERVICE LOAD NOTED ABOVE. SEE

SPECIFICATION SECTION 31 62 14.00 FOR PILE LOAD TEST

REQUIREMENTS.

5. THE PILE HEAD ELEVATION SHOWN IN THE PILE SCHEDULE

IS BASED ON THE BOTTOM OF PRECAST CAP BEAM

ELEVATION. THE FINAL PILE HEAD ELEVATION SHALL BE

COORDINATED WITH THE FINAL PRECAST CAP BEAM DEPTH.

GENERAL NOTES

C

L A

R

IF

IE

D

T E

S T

P

IL

E Q

U A

N T

IT

Y

/2

FFE

18.50

1 5

EAVE

36.50

P10 P11 P12 P13 P14 P15 P16 P17 P18P9P8P7P6P5P4P3P2P1

INSULATED WALL

PANEL

RIDGE VENT

GUTTER

GALV. STEEL

STAIR

EXTERIOR LIGHT,

SEE ELEC.

DRAWINGS

13' - 6" 16' - 9" 16' - 9" 16' - 9" 16' - 9" 16' - 9" 16' - 9" 16' - 6" 3' - 1"

1' - 5"

9' - 3 1/2" 9' - 3 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 3 1/2" 9' - 3 1/2" 1' - 5"

10%

O.F. GIRTO.F. GIRT

INSULATED ROOF

PANEL

80' - 0"

PILE GRID,

TYP.

GALV. STEEL

STAIR

PRESTRESSED

PILE, TYP.

PRECAST BEAM, TYP.

PRECAST SLAB, TYP.

ALUMINUM

GUARDRAIL

PRESTRESSED

PILE, TYP.

PRECAST BEAM, TYP.

PRECAST SLAB, TYP.

EXTERIOR LIGHT,

SEE ELEC.

DRAWINGS

DOWNSPOUT, TYP.

DFE

15.47

2500 PSI SCOUR

PROTECTION SLAB (4"

THICK PLAIN CONC), TYP.

BELOW PLATFORM AND

RAMP, MATCH EXTENTS

STAIR FOUNDATION, TYP.

LOUVER, SEE MECH.

130' - 6"

FFE

18.50

EAVE

36.50

P10 P11P12P13P14P15P16P17P18 P9 P8 P7 P6 P5 P4 P3 P2 P1

80' - 0"

13' - 6"16' - 9"16' - 9"16' - 9"16' - 9"16' - 9"16' - 9"16' - 6"3' - 1"

1' - 5"

9' - 3 1/2"9' - 3 1/2"10' - 0"10' - 0"10' - 0"10' - 0"9' - 3 1/2"9' - 3 1/2"1' - 5"

INSULATED

WALL PANEL

RIDGE VENT

GALV. STEEL

STAIR

EXTERIOR LIGHT,

SEE ELEC.

DRAWINGS

O.F. GIRT O.F. GIRT

INSULATED ROOF

PANEL

PILE GRID,

TYP.

GALV.

STEEL

STAIRPRESTRESSED PILE, TYP.

PRECAST BEAM, TYP.

PRECAST SLAB, TYP.

ALUMINUM

GUARDRAIL

PRESTRESSED

PILE, TYP.

PRECAST BEAM, TYP.

PRECAST SLAB, TYP.

10%

EXTERIOR LIGHT,

SEE ELEC.

DRAWINGS

DOWNSPOUT, TYP.

DFE

15.47

2500 PSI SCOUR PROTECTION

SLAB (4" THICK PLAIN CONC),

TYP. BELOW PLATFORM AND

RAMP, MATCH EXTENTS

DESIGN FLOOD

ELEVATION

(DFE)

LOUVER, SEE MECH.

130' - 6"

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

L A

U R

E N

D 'A

R M

O N

D P

E

S-201

E A

S T

A N

D W

E S

T E

X T

E R

IO

R

E L E

V A

T

IO

N S

F R

E S

H W

A T

E R

B A

Y O

U L

O C

K

N E

W O

R L E

A N

S D

IS

T

R

IC

T N

E W

O R

L E

A N

S L A

A D

A M

B E

L E

W P

E

A D

A M

B E

L E

W P

E

T A

R R

IS

G

R E

E R

P

E

J U

N E

W P

-2

-B

-0

W X

X X

X X

-X X

-X -X

X X

X

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

N E

W S

H O

P S

B U

IL

D

IN

G

V E

R M

IL

IO

N P

A R

R

IS

H L A

F R

E S

H W

A T

E R

B A

Y O

U W

A T

E R

W A

Y

1/8" = 1'-0"H1

EAST EXTERIOR ELEVATION

1/8" = 1'-0"A1

WEST EXTERIOR ELEVATION

0 4' 8' 16'

0 4' 8' 16'

C

L A

R

IF

IE

D

S C

O U

R P

R O

T E

C T

IO

N

/2

FFE

18.50

DCBA

EAVE

36.50

PA PG

9' - 0" 20' - 0" 9' - 0"

38' - 0"

3" / 1'-0" 3" / 1'-0"

INTERIOR

LIGHT, SEE

ELECTRICAL

PRESTRESSED

CONCRETE

PILE

PRECAST

CONCRETE

CAP BEAM

PRECAST

CONCRETE

SLAB

GALV. PEMB

FRAME

GALV. PEMB

GIRT, TYP.

GALV. PEMB

PURLIN, TYP.

PREFINISHED

GUTTER

PREFINISHED

DOWNSPOUT

GALV. PEMB

EAVE STRUT

GALV. PEMB

BASE CHANNEL

PREFINISHED

RIDGE VENT

PREFINISHED INSULATED

WALL PANEL

PREFINISHED

INSULATED ROOF

PANEL

2500 PSI SCOUR

PROTECTION

SLAB (4" THICK

PLAIN CONC),

TYP. BELOW

PLATFORM AND

RAMP, MATCH

EXTENTS

DFE

15.47

DESIGN FLOOD

ELEVATION (DFE),

LOWEST HORIZONTAL

MEMBER OF ELEVATED

PLATFORM SHALL BE

ABOVE THIS

ELEVATION

"PALLET RACK,

NOT IN

CONTRACT,

SHOWN FOR

REFERENCE

ONLY, SEE S0.1

FOR DESIGN

POST LOADS

PB PFPD

3' - 0" 6' - 0" 2' - 0" 8' - 0" 8' - 0" 2' - 0" 6' - 0" 3' - 0"

PRECAST

CONCRETE

STRUT

BEAM, TYP.

PILE TIP = -53.00

PEPC

PRECAST SLAB PANEL

PRECAST CAP BEAM

PRESTRESSED PILE

2" 10" 1' - 6"

16' - 0"

CHAMFER CORNERS

PRECAST CONCRETE CURB

ALUMINUM RAIL, TYP.

2' - 6" 11' - 0" 2' - 6"

1' - 6" 10" 2"

PILE TIP = -53.00

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

L A

U R

E N

D 'A

R M

O N

D P

E

S-301

B U

IL

D

IN

G

A N

D R

A M

P C

R O

S S

S E

C T

IO

N

S

F R

E S

H W

A T

E R

B A

Y O

U L

O C

K

N E

W O

R L E

A N

S D

IS

T

R

IC

T N

E W

O R

L E

A N

S L A

A D

A M

B E

L E

W P

E

A D

A M

B E

L E

W P

E

T A

R R

IS

G

R E

E R

P

E

J U

N E

W P

-2

-B

-0

W X

X X

X X

-X X

-X -X

X X

X

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

N E

W S

H O

P S

B U

IL

D

IN

G

V E

R M

IL

IO

N P

A R

R

IS

H L A

F R

E S

H W

A T

E R

B A

Y O

U W

A T

E R

W A

Y

1/4" = 1'-0"A1

BUILDING CROSS SECTION

3/4" = 1'-0"A11

RAMP CROSS SECTION

0 2' 4' 8' 0 0.5' 1' 2' 3'

C

L A

R

IF

IE

D

S C

O U

R P

R O

T E

C T

IO

N

/2

"General Decision Number: LA20260053 05/18/2026

State: Louisiana

Construction Types: Building

Counties: Louisiana Counties of St Martin and Vermilion

Modification Number

ASBE0053-001 09/02/2024

Publication Date 01/02/2026

05/18/2026

Rates

ASBESTOS WORKER/HEAT & FROST INSULATOR .............. $ 32.66

CARP1098-017 07/01/2024

Rates

CARPENTER ........................................... $ 32. 59

ENGI0406-002 07/01/2014

POWER EQUIPMENT OPERATOR: CRANE CRANE PREMIUMS:

50-150 TONS $1.75 OVER 150 TONS

Rates

$2.25 ............................................... $ 23.46

IRON0623-020 01/01/2025

Rates

IRONWORKER, REINFORCING ................