Solicitation Amendment W912P825BA0250004 SF 30.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

INSTRUCTIONS TO BIDDERS

SOLICITATION NUMBER: W912P825BA025

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):

• evan.g.woitha@usace.army.mil

• christopher.nuccio@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 W912P825BA025 (1 of 2) Smith Construction W912P825BA025 (2 of 2).

mailto:karen.d.hargrave@usace.army.mil

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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 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).

In accordance with current Security procedures at the District, any bidder hand carrying bids MUST notify the contract specialist and contracting officer no later than the day before the bid opening via email that they intend to submit their bid in person. Security will be notified of the expected time of the visit. For this bid opening, please notify:

• evan.g.woitha@usace.army.mil

• christopher.nuccio@usace.army.mil

Bid Opening:

The Bid Opening is currently scheduled for Thursday, 04 SEPTEMBER 2025, at 1:00 pm CST.

The Contracting Officer and Contract Specialist will begin downloading bids at 10:00 AM CST, which is the bid submission receipt cutoff time. All bids received after 10:00 AM CST on Thursday, 04 SEPTEMBER 2025, will be considered late.

Audio Teleconference Bid Opening Information:

Bid Opening will be held on Thursday, 04 SEPTEMBER 2025 at 1:00 PM CST. Please use the following call-in information to attend the meeting:

Dial in by phone: +1 503-207-9433

Phone Conference ID: 721 956 992# https://dod.teams.microsoft.us/l/meetup-join/19%3adod% 3ameeting_a70b7f42d9da4ade9a729a805e114f0d%40thread.v2/0?context=%7b%22Tid% 22%3a%22fc4d76ba-f17c-4c50-b9a7-8f3163d27582%22%2c%22Oid%22%3a% 2257987a5a-9f1d-4024-8d8e-04298585510a%22%7d

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.

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Contractor Questions and Responses – W912P825BA025

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

Response 1 – CLIN Number – Approximate Quantity, 0002 Safety Fence – 14,000 LF, 0008 Truck Wash- Down Rack – 2 each, 0013 Clearing Area – 35 acres, 0014 Clearing and Grubbing – 27 acres, 0015 Utility Pipeline Removal – 3 each, 0018 Access Roads/Staging Areas – 5,700 LF for 3 new access roads to construct, 0018 Access Roads/Staging Areas – 7,900 LF for 1 existing access road to maintain. The remaining “Job” CLIN’s do not have a quantity to report.

2. Specification Section 01100, Paragraph 9, Utilities and Improvements, notes that Entergy Transfer (Florida Gas) and Formentera will be relocated by Owner by the end of July 2025. Can USACE provide the current disposition of these utilities and does the USACE anticipate any delays in the award of the contract due to these relocations?

Response 2 – In the amended specifications Section 01100 Paragraph 28, the Notice to Proceed will be given no later than 31 January 2026.

3. Specification Section 01100, Paragraph 9, Utilities and Improvements, notes that 24” Sewer Force Main will be cut and capped by Owner prior to construction; scheduled to be completed by the end of May 2025. Can USACE provide the current disposition of this utility and does the USACE anticipate any delays in the award of the contract due to this relocation?

Response 3 – In the amended specification Section 01100 Paragraph 9 (g), the EBROSCO 24” Sewer Force Main has been cleaned, cut, and capped by the owner. See response to question number 2.

4. Specification Section 01100, Paragraph 9, Utilities and Improvements, notes that AT&T has facilities that are scheduled to be completed in July 2025. Can USACE provide the current disposition of this utility and does the USACE anticipate any delays in the award of the contract due to this relocation?

Response 4 – See response to question number 2.

5. Plans were re-issued in SAM.GOV at the same time as Amendment 0002 but not noted on Amendment 0002. Is this the correct plan set?

Response 5 – It is the correct set with the exact same plans/specification drawings, the only difference is the instances where the erroneous Solicitation number W912P825BA022 was found has been changed to the correct W912P825BA025.

6. For CLIN 0017, Grouted Riprap, does this item only cover measurement and payment for the grout and the riprap is paid in its respective CLIN or does the riprap material/placement need to be included in CLIN 0017 along with the grout?

Response 6 – CLIN 0017 Grouted Riprap includes both the riprap material and the grout. The riprap is not paid under a separate CLIN.

7. Transportation Facilities notes that access to the site is from LA 19. However, the plans and specifications state that Truck Wash-Down Racks shall be at Old Baker-Zachary Road. Which roadway should wash-down racks be placed at?

Response 7 – In the amended specification Section 00700 Paragraph 4, subparagraph (c) Transportation Facilities, the Contractor shall access the project site from the north via Old Baker–Zachary Road and from the west by using the existing access road along the southern portion of the completed Comite sections from Highway 964. Wash down racks are necessary for both points of access as they both connect the construction site to public roads. Specifications Section 01 57 23.01 12 states the truck wash-down requirements to eliminate mud and debris being tracked onto the public roads.

8. Plan Sheet C-108 indicates access from LA 964. This access is not noted in the Transportation Facilities. Please clarify that this access is part of the contract. Also, will a truck wash-down rack be required at its ingress/egress point?

Response 8 - In the amended specification Section 00700 Paragraph 4, subparagraph (c) Transportation Facilities, the Contractor shall access the project site from the north via Old Baker–Zachary Road and from the west by using the existing access road along the southern portion of the completed Comite sections from Highway 964. Wash down racks are necessary for both points of access as they both connect the construction site to public roads. Specifications Section 01 57 23.01 12 states the truck wash-down requirements to eliminate mud and debris being tracked onto the public roads.

9. Note on Plan Sheet C-501 states “Should the contractor desire payment for placing additional fill due to foundation settlement during construction, he shall furnish and install settlement gages at locations shown on the design section and as specified in the contract specifications.” Please provide the settlement gage locations on the design section.

Response 9 – No change will be made to design section as the settlement plates are not a required feature. The contractor, however, must install any settlement plates along the centerline of the embankment section and in accordance with the Note on Plan Sheet C-501 should the settlement gages be installed.

10. Note 1 on Plan Sheet B-01 states that “while the borings are representative of subsurface conditions at their respective location and for respective vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and, if encountered, such variations will not be considered as differing materially within the purview of the contract clause entitled “Differing Site Conditions.” What extent of variations of subsurface materials should the Contractor anticipate where the “Differing Site Conditions” clause would not apply (i.e., what is the threshold for the application of “Differing Site Conditions”)?

Response 10 – The Contractor shall bid the project as shown within the plans and specifications.

11. Specification Section 31 05 19.04 12, Paragraph 3.2.2, Laps, states that “Geotextile panels placed along the centerline shall be overlapped a minimum of five (5) feet with the upstream panel on top of the downstream panel.” Please clarify that this requirement is applicable to other installations of separator geotextile (i.e., access roads, access road entrances, and drainage ditches)?

Response 11 – This is only applicable to the centerline of the diversion channel. Access roads and entrances are contractor design and do not require geotextile, but if used at Contractor’s discretion, a similar restriction would not apply. No geotextile is required beneath drainage ditches, but the same requirement would apply to stop upstream water from getting below the downstream edge and creating a non-continuous flow pattern with possible geotextile displacement.

12. Specification Section 01 57 23.00 12, Paragraph 3.7, subparagraph (g) references that preconstruction drainage generally “flows to White Bayou” and post-construction drainage will generally “flow to Comite Diversion Channel Reach 4”. Please clarify these drainage patterns.

Response 12 – The amended specification Section 01 57 23.00 12, Paragraph 3.7, subparagraph (g) references that pre-construction drainage predominantly flows to Cypress Bayou and post-construction drainage will generally flow to the new Comite River Diversion Channel Reach 2B and ultimately to the Mississippi River via the Lilly Bayou Control Structure and Pilot Channel, in addition to Cypress Bayou via inlets and drainage ditches.

13. Can the USACE provide the volumes available in each stockpile location?

Response 13 – Quantities for Channel Excavation and Compacted Fill are included on the bid schedule.

Stockpile capacity for uncompacted fill is approximately 545,000 cubic yards but will vary based on field conditions.

14. It appears as though the limits of our work at Station Number 184+00 is directly adjacent to the "Geaux Geaux Railroad". Is there any additional permitting, permissions, or requirements for bidders to consider when providing pricing on this Solicitation due to the Railroad's proximity?

Response 14 – The limits of work have been developed to not interfere with any operations of the railroad. However, as part of their due diligence, bidders should verify with the railroad for any additional requirements they may stipulate due to their proximity to the project.

15. What is the preferred/proposed point of entry for delivery of materials during construction under this solicitation?

Response 15 – In the amended specification Section 00700 Paragraph 4, subparagraph (c) Transportation Facilities, the proposed access and point of entry for delivery of materials during construction from the north is by Old Baker–Zachary Road and from the west by using the existing road along the southern portion of the completed Comite sections from Highway 964.

16. There are no CLIN Items pertaining to Demolition or to the removal of S1-S10 "Facilities Withing the Limits of Construction". Please advise how you would like for bidders to capture the price of demolishing and disposing of these facilities.

Response 16 - The demolition and removal of Facilities S1 through S10 should be included in CLIN 0014 Clearing and Grubbing Areas.

17. Please confirm that CLIN Item 0015 ""Utility Pipeline Removal" pertains to the removal of only W3 City of Zachary's Waterline and SS1 EBROSCO's 24" Sanitary Sewer Main/Manholes and does not include an other Utility work whether that be Removal or Relocation.

Response 17 – CLIN Item 0015 “Utility Pipeline Removal” pertains to the removal of W3 - City of Zachary's Water Line, G6 - City of Zachary’s Gas Line, and SS1 - EBROSCO's 24" Sanitary Sewer Main/Manholes and does not include any other Utility work.

18. Please confirm that the Utility Removal portrayed on Sheet C-103 of the Plans is to either be removed or relocated by the Owner and is not a part of this contract.

Response 18 – CLIN Item 0015 “Utility Pipeline Removal” pertains to the removal of only W3 - City of Zachary's Water Line, G6 - City of Zachary’s Gas Line, and SS1 - EBROSCO's 24" Sanitary Sewer Main/Manholes and does not include any other Utility removal or relocation work.

19. There are no CLIN Items pertaining specifically to the Rock Chute Diversion Berm depicted on sheet C-107. Should this cost be split in the CLIN Items available such as 0009, 0011, 0012, 0027, and 0028?

Response 19 – That is correct, there are no specific Rock Chute Diversion Berm CLINs. According to amended specification Section 01100 Paragraph 29, the quantity of work associated with the Rock Chute Diversion Berm is considered incidental to CLIN 0011 Compacted Fill.

20. There are no CLIN Items pertaining specifically to the Cypress Bayou Overflow depicted on sheet C-

106. Should this cost be split in the CLIN Items available such as 0009, 0011, 0012, 0027, and 0028?

Response 20 – That is correct, there are no specific Cypress Bayou Overflow CLINs. According to amended specification Section 01100 Paragraph 29, the quantities of work associated with the Cypress

Bayou Overflow are considered incidental to CLIN 0009 Channel Excavation, CLIN 0011 Compacted Fill, CLIN 0012 Separator Geotextile, CLIN 0026 Bedding, CLIN 0027 Channel Riprap R-90, and CLIN 0028 Channel Riprap R-650.

21. Please provide a profile section for the Surfacing on the Existing Access Road from Hwy 964 on sheet C-108 which is required to be installed and maintained on this Solicitation.

Response 21 – A profile section is not needed for the existing access road. The contractor will not need to build up this road but will need surfacing materials to maintain it throughout the construction contract.

22. Please confirm that the price for the work on the Surfacing on the Existing Access Road from Hwy 964 on sheet C-108 should be included on CLIN Item 0018 "Access Roads/Staging Areas".

Response 22 – That is correct, the price for the work on the surfacing of the existing access road from Highway 964 should be included on CLIN Item 0018 "Access Roads/Staging Areas".

23. Please provide the locations on the site plan which indicates where the End of Road Sign Installations are to take place which are covered under CLIN Item 0005.

Response 23 – The notes on sheet C-101 specifies the Permanent End of Road Installations (Type A) are required at the Old Baker – Zachary Road closures in Temporary Work Area Easement 1 and Temporary Work Area Easement 2.

24. Please confirm that Sheets R-701 through R-714 are all for informational purposes only and do not hold any additional work for this Solicitation not depicted on the prior plan pages.

Response 24 – That is correct, sheets R-701 through R-714 are for informational purposes only and do not hold any additional work for this solicitation.

25. On plan sheet C-108, it shows access from Hwy 964 and states that the contractor shall provide surfacing for the existing access road from Hwy 964 to the Comite Reach 2B project. Will this surfacing material be measured for payment?

Response 25 - The surfacing material payment is included in CLIN 0018 Access Roads/Staging Areas.

26. On plan sheet C-108 notation is made to an existing 60’ access road from Hwy 964. This existing access road does not appear to be 60’ wide. Will the contractor be required to build this access road to 60’ width?

Response 26 – No, if the existing access road is not exactly 60 feet wide, the contractor will not be required to build the access road to the 60-foot width. The existing access road is called out for access to the southern portion of the project area from LA 964. The contractor will not need to build up this road but will need surfacing materials to maintain it throughout the construction contract.

27. Approximately half of this access road has some sort of timber matting underneath the stone. Will this timber matting remain, or will it have to be removed?

Response 27 – The timber matting will remain.

28. There appears to be some abandoned houses and other structures in the project right of way along the Old Baker – Zachary Road. Is the demolition of these houses and other structures included in the scope of this contract?

Response 28 – The demolition of these houses is called out as Facilities Within the Limits of Construction Items S1 through S10 on sheets G-103 and C-102. Measurement and payment for this is to be included on CLIN 0014 Clearing and Grubbing Areas.

29. Sheet G-104, Item SS1 – what is the length and depth of this pipe to be removed by the contractor?

Response 29 – The pipeline removal start and stop limits can be found on sheet C-103 and the approximate depth information can be found on utility reference sheet R-712.

30. Sheet G-104, Item G6 – what is the length and depth of this gas line which is to be removed by the contractor?

Response 30 – The pipeline removal start and stop limits can be found on sheet C-103 and the approximate depth information can be found on utility reference sheet R-714.

31. Sheet G-104, Item W3 – what is the length and depth of the waterline that is to be removed by the contractor?

Response 31 – The pipeline removal start and stop limits can be found on sheet C-103 and the approximate depth information can be found on utility reference sheet R-714.

32. Will the underground utilities from the existing houses be removed by others or will the awarded contractor have to perform the work?

Response 32 – The utility companies are not responsible for removing services to the houses. The contractor will be responsible for the removal of underground utility pipelines to the point of connection with the main pipeline. Measurement and payment for this is to be included on CLIN 0014 Clearing and Grubbing Areas.

33. The safety fencing shows it will be tied to the finished reach is this correct?

Response 33 – The Contractor shall provide, erect, and maintain a temporary safety fence around the perimeter of the project along the right of way line. Amended plan sheets C-101 and C-105 add an additional right of way line between right of way tabulation points 16A and 68A to encase the Comite 2B project area within the right of way perimeter.

34. Will the House Demolition be provided by others or will this be the awarded contractor’s scope?

Response 34 – House demolition will be part of the awarded contractor’s scope. The houses to be demolished are shown on sheet C-102 as items S1 through S10. Measurement and payment for this is to be included on CLIN 0014 Clearing and Grubbing Areas.

35. Will there be temporary power for trailers by the electrical company, or will the contractor have to provide temp power?

Response 35 – The Contractor shall make the necessary arrangements to obtain or to generate the power required.

36. Will the extension/relocation of the power lines be completed by others?

Response 36 – The relocation of the power lines is not part of the awarded contractor’s scope.

37. Will Excavation near the roadways require sheet piling, shoring, ETC?

Response 37 – Sheet piling, shoring, etc. will not be needed.

38. Are we allowed to utilize the access road from the existing completed reach project (between La-19 & 964) If so, is a wash down rack necessary for that end?

Response 38 – In the amended specification Section 00700 Paragraph 4, subparagraph (c) Transportation Facilities, the Contractor shall access the project site from the north via Old Baker– Zachary Road and from the west by using the existing access road along the southern portion of the completed Comite sections from Highway 964. Wash down racks are necessary for both points of access as they both connect the construction site to public roads. Specifications Section 01 57 23.01 12 states the truck wash-down requirements to eliminate mud and debris being tracked onto the public roads.

39. If demo of the housing is required, will we be responsible for hauling off or will the owner remove it off site?

Response 39 – House demolition and removal will be part of the awarded contractor’s scope. The houses to be demolished are shown on sheet C-102 as items S1 through S10. Measurement and payment for this is to be included on CLIN 0014 Clearing and Grubbing Areas. Section 31 11 00.00 12 Paragraph 1.2.1 states this includes disposing of all cleared and/or grubbed materials. Demolished houses are not to be burned but hauled offsite.

40. Does the temporary access road need to be developed to account for road closures?

Response 40 – The temporary access roads are for construction purposes and not for use by the public.

41. Will the government require a private server for their project office, or can the contractor & government utilize the same internet server?

Response 41 – A private server is not necessary, but the contractor must provide a dedicated internet connection (hard-line or cellular) for the government's exclusive use at their field office.

SPECIFICATIONS:

SECTION 00700

Page 2, paragraph 3 CONTRACT DRAWINGS AND SPECIFICATIONS. At the end of subparagraph (e), delete the table in its entirety and substitute the revised table as follows:

Title File Number Drawing No.

Flood Control, Amite River and Tributaries, LA, Comite River Basin, Comite River Diversion Project, Channel Reach 2B, East Baton Rouge Parish, Louisiana

H-4-48414 G-001,G-101 thru G-104;

C-101 thru C-108, C-201 C-202, C-301, C-501 thru C-509, C-701 thru C-708;

BB-801 thru BB-810;

R-701 thru R-714

Page 3, paragraph 4 PHYSICAL DATA. Delete subparagraph (c) in its entirety and substitute the revised subparagraph (c) as follows:

“(c) Transportation Facilities. The Contractor shall access the project site from the north via Old Baker–Zachary Road and from the west by using the existing road along the southern portion of the completed Comite sections from Highway

964. The Contractor shall prepare and submit a Traffic Control Plan showing signage, flagmen locations, and all other traffic control devices and their locations necessary to maintain safe traffic conditions.”

SECTION 01100

Page 13, paragraph 9 UTILITIES AND IMPROVEMENTS. Subparagraph (g) Energy Transfer (Florida Gas). Delete the “DISPOSITION” paragraph only and substitute the revised paragraph as follows:

“DISPOSITION: Utility will be relocated by owner by the end of December 2025.

The Contractor shall contact the owner when working in the vicinity of this item.

These pipelines shall not be disturbed. However, the Contractor shall adhere to the requirements as follows: ”

Page 14, paragraph 9 UTILITIES AND IMPROVEMENTS. Subparagraph (g) Formentera. Delete the DISPOSITION paragraph only and substitute the revised paragraph as follows:

“DISPOSITION: Utility has been relocated by owner. The Contractor shall contact the owner when working in the vicinity of this item.”

Page 15, paragraph 9 UTILITIES AND IMPROVEMENTS. Subparagraph (g) East Baton Rouge Sewerage Commission (EBROSCO). Delete the DISPOSITION paragraph only and substitute the revised paragraph as follows:

“DISPOSITION: Utility has been cut, capped, and cleaned by the owner. The utility shall be removed by the Contractor in accordance with contract plans and specifications. The Contractor shall contact the owner when working in the vicinity of this item.”

Page 17, paragraph 9 UTILITIES AND IMPROVEMENTS. Subparagraph (g) AT&T;

ITEM C1. Delete the DISPOSITION paragraph in its entirety and substitute the revised

“DISPOSITION: Utility will be directionally drilled beneath the channel, with relocation scheduled to be completed October 2025. The Contractor shall contact the owner when working in the vicinity of this item.”

Page 17, paragraph 9 UTILITIES AND IMPROVEMENTS. Subparagraph (g) AT&T;

ITEM C5, C6, C7. Delete the DISPOSITION paragraph only and substitute the revised

“DISPOSITION: Utility will be removed by owner as part of the directional drill contract for C1, with relocation scheduled to be completed October 2025. The Contractor shall contact the owner when working in the vicinity of these items.”

Page 30, paragraph 27 JOINT RISK MANAGEMENT. Add the new paragraphs “28 SPECIAL CONTRACT RESTRICTIONS” and “29 CYPRESS BAYOU ROCK CHUTE” in their entirety after paragraph 27.

“28. SPECIAL CONTRACT RESTRICTIONS

Due to Right of Way limitations, the Government will issue a limited Notice to Proceed, which shall authorize the Contractor to submit all required preconstruction and safety submittals and undertake other pre-mobilization activities. Full Notice to Proceed, at which time the Contractor shall commence physical work, is expected no earlier than 1 October 2025 and no later than 31 January 2026. The contract period of performance will start once the full Notice to Proceed is issued.”

“29. CYPRESS BAYOU ROCK CHUTE

All work required for the Cypress Bayou Rock Chute Overflow and the Cypress Bayou Rock Chute Ditch and Berm shall be performed in accordance with the plans and specifications. No separate measurement or payment will be made for this work. The quantities of work associated with the Cypress Bayou Rock Chute Overflow and the Cypress Bayou Rock Chute Ditch and Berm and all costs in connection therewith shall be included in the contract prices for the items to which the work is incidental.”

SECTION 01 57 23.00 12

Page 12, paragraph 3.7 ADDITIONAL INFORMATION. Delete subparagraph “(g)” in its entirety and substitute the revised subparagraph as follows:

“(g) The pre-construction drainage predominantly flows to Cypress Bayou as indicated on the drainage maps included with the drawings. Following construction, the post-construction drainage will generally flow to the new Comite River Diversion Channel Reach 2B and ultimately to the Mississippi River via the Lilly Bayou Control Structure and Pilot Channel, in addition to Cypress Bayou via inlets and drainage ditches.”

SECTION 31 11 00 12

Page 2, paragraph 1.1 SCOPE. Delete the last two sentences of this paragraph in their entirety and substitute the revised sentences as follows:

“The "Clearing and Grubbing Areas" shall also include the demolition of structures specified in the plans, the removal and disposal of concrete slabs and foundations associated with the structures, and the removal of underground utility pipelines to the point of connection with the main pipeline. The "Utility Pipeline Removal" consists of excavating and removing the main utility pipelines previously capped, cleaned, and cut by the utility pipeline owner and backfilling the excavated areas.”

Page 4, paragraph 3.4.2 Burning. Delete this paragraph in its entirety and substitute the revised paragraph “3.4.2 Burning” as follows:

“3.4.2 Burning

The Contractor shall comply with the applicable pollution restrictions of 40 CFR 76 and Louisiana Air Control Commission, effective 17 July 1972, amended November 1972 (Act 1964, No. 259). Subject to such restrictions and obtaining any permit which may be required by said commission, the Contractor may burn material within the contract area, and at any time within the contract period. Demolished houses are not to be burned but hauled offsite. Burning operations shall be conducted so as to prevent damage to standing timber or other flammable growth. The Contractor shall be responsible for any damage to life and/or property resulting from fires that are started by his/her employees or as a result of his/her operations. The Contractor shall furnish, at the site of burning operations, adequate firefighting equipment to properly equip his/her personnel for fighting fires. Fires shall be guarded at all times and shall be under constant surveillance until they have been extinguished.”

DRAWINGS:

SHEET IDENTIFICATION. Delete drawing Nos. G-101, G-102, G-103; C-101, C-102, and C-105 in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. G-101, G-102, G-103; C-101, C-102, and C-105.

Add the attached new drawing SHEET IDENTIFICATION Nos. BB-805, BB-806, BB- 807, BB-808, BB-809, and BB-810.

LOCATION

PROJECT

S O

U T

H S

P U

R L

A N

E

G E

A U

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E A

U X R

A

IL

R O

A D

B A

K E

R Z

A C

H A

R Y H

IG

H W

A Y

EAST BATON ROUGE PARISH, LA.

O L

D B

A K

E R Z

A C

H A

R Y R

O A

D

A R K A N S A S

SHREVEPORT

MONROE

VICKSBURG

NATCHEZ

ALEXANDRIA

L O U I S I A N A

M I S S I S S I P P I

T E X A S

CITY

MORGAN

N

CHARLES

LAKE ROUGE

BATON

R

IV

E R

R

IV

E R

A T

C H

A F A

L A

Y A

R

IV

E R

C H

ITA

O U

A

M

IS

S

S S

IP

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IS

A

B

IN

E

R

IV

E R

R

IV

E R

R E D

P E

A R

L

R

IV

E R

NEW ORLEANS

LOCATION MAP

SCALE

G U L F O F A M E R I C A

VICINITY MAP

MILES

040 40 80 120 160 200

NORTH

PLAN

0 600' 1200'

SPUR LN

19-036C-2

ALDEN-19

15-124C-1

CR-20U

CR-19U CR-18U

AERIAL POWER LINE

AERIAL TEL/CABLE LINE

BASELINE

CHANNEL CENTERLINE

STAGING AREA

CONSTRUCTION LIMIT/

TOWNSHIP AND RANGE LINE

SECTION LINE

RAILROAD TRACK

RIGHT OF WAY

UTILITY POLE

GENERAL LEGEND

BENCHMARKNATURAL GAS LINE

WATER LINE

SEWER LINE STOCKPILE AREA

ACCESS ROAD

CLEARING LIMITS

GRUBBING LIMITS

CLEARING AND

SOIL BORINGS

STOCKPILE AREA

COMPACTED

STOCKPILE AREA

SEMI COMPACTED

CR-126-U

CR-21U

CR-131-U

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

A

B

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D

E

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K E

D B

Y

D R

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N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

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S O

L

IC

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A

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IO

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O

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S

U E

D A

T E

S I Z

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M A

R K

D E

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IP

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N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

F L

O O

D C

O N

T R

O L

A

M

IT

E R

IV

E

R A

N D

T R

IB

U

T A

R

IE

S

C O

M

IT

E R

IV

E

R B

A S

IN

C

O M

IT

E

R

IV

E R

D

IV

E R

S

IO

N P

R O

J E

C T

C H

A N

N E

L R

E A

C H

B

P L

A N

S A

N D

S P

E C

IF

IC

A T

IO

N

S

N E

W O

R L

E A

N S

D

IS

T R

IC

T

L

E A

K E

A V

E

N E

W O

R L

E A

N S

L A

F

IL

E N

A M

E

F

IL

E N

O

W

P

-2

-X -X

X X

X

W P

-2

-B

-A

A U

G U

S T

A N

S I

D E

A S

T B

A T

O N

R O

U G

E P

A R

IS

H

L

O U

IS

IA

N A

B

A R

N O

L D

J S

H A

H

M C

R A

W F

O R

D

H -8

-4

D A

V E

B E

C K

A N

D G

E N

E R

A L

L E

G E

N D

L O

C A

T

IO

N A

N D

V

IC

IN

IT

Y M

A P

G-101

E D

-2

-0

-G

-1

.D

G N

BORING CR-20UBB-804

BORING CR-19UBB-803

BORING CR-18UBB-802

SOIL BORINGS LEGENDBB-801

DRAINAGE DITCH 5 CROSS SECTIONSC-708

DRAINAGE DITCH 5 CROSS SECTIONSC-707

DRAINAGE DITCH 4 CROSS SECTIONSC-706

DRAINAGE DITCH 3 CROSS SECTIONSC-705

DRAINAGE DITCH 2 CROSS SECTIONSC-704

DRAINAGE DITCH 1 CROSS SECTIONSC-703

MAIN CHANNEL CROSS SECTIONSC-702

MAIN CHANNEL CROSS SECTIONSC-701

CYPRESS BAYOU ROCK CHUTE DITCH AND BERM DETAILSC-509

CYPRESS BAYOU ROCK CHUTE OVERFLOW DETAILSC-508

LA DOTD SIGNSC-507

LA DOTD END OF ROAD INSTALLATIONS, DETAILS OF SIGNS AND SIGN SUPPORTSC-506

LA DOTD HEADWALL DETAILSC-505

LA DOTD HEADWALL DETAILSC-504

FLAP GATE DETAILSC-503

DETAILSC-502

DETAILSC-501

MAIN CHANNEL TYPICAL SECTIONS AND DETAILSC-301

CULVERT PROFILESC-202

MAIN CHANNEL PLAN AND PROFILEC-201

PLAN VIEW - EXISTING CONSTRUCTION ACCESS ROAD FROM HIGHWAY 964C-108

PLAN VIEW - CYPRESS BAYOU ROCK CHUTE DITCH AND BERMC-107

PLAN VIEW - CYPRESS BAYOU ROCK CHUTE OVERFLOWC-106

PLAN VIEW - CULVERT, RIPRAP, AND EROSION CONTROL PLANC-105

PLAN VIEW - STOCKPILE LIMITS AND VALVE STATIONC-104

PLAN VIEW - PRE-RELOCATION UTILITY PLANC-103

PLAN VIEW - CLEARING AND GRUBBING LIMITSC-102

CONSTRUCTION LIMITS AND ACCESS ROADSC-101

TABULATIONS - UTILITIESG-104

TABULATIONSG-103

GENERAL NOTES INDEX OF DRAWINGS, BENCHMARKS G-102

LOCATION AND VICINITY MAP AND GENERAL LEGENDG-101

COVER SHEETG-001

INDEX OF DRAWINGS

RELOCATION REFERENCE - G6 & W3R-714

RELOCATION REFERENCE - C1R-713

RELOCATION REFERENCE - SS1R-712

RELOCATION REFERENCE - E4 & E5R-711

RELOCATION REFERENCE - E3R-710

RELOCATION REFERENCE - E1R-709

RELOCATION REFERENCE - E1R-708

RELOCATION REFERENCE - G7R-707

RELOCATION REFERENCE - G5R-706

RELOCATION REFERENCE - G4R-705

RELOCATION REFERENCE - G3R-704

RELOCATION REFERENCE - G3R-703

RELOCATION REFERENCE - G2R-702

RELOCATION REFERENCE - G2R-701

BORING CR-131-UBB-810

BORING CR-131-UBB-809

BORING CR-126-UBB-808

BORING CR-126-UBB-807

BORING CR-21UBB-806

BORING CR-21UBB-805

INDEX OF DRAWINGS

G

E N

E R

A L

N O

T E

S A

N D

I N

D E

X O

F D

R A

W

IN

G S

B

E N

C H

M A

R K

S

G-102

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

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

O O

D C

O N

T R

O L

A

M

IT

E R

IV

E

R A

N D

T R

IB

U

T A

R

IE

S

C O

M

IT

E R

IV

E

R B

A S

IN

C O

M

IT

E R

IV

E

R D

IV

E

R S

IO

N

P R

O J E

C T

C H

A N

N E

L R

E A

C H

B

P L

A N

S A

N D

S P

E C

IF

IC

A T

IO

N

S

N E

W O

R L

E A

N S

D

IS

T R

IC

T

L E

A K

E A

V E

N E

W O

R L

E A

N S

L A

F

IL

E N

A M

E

F

IL

E N

O

W

P

-2

-X -X

X X

X

W

P

-2

-B -A

A U

G U

S T

A N

S I

D E

A S

T B

A T

O N

R O

U G

E P

A R

IS

H

L

O U

IS

IA

N A

B

A R

N O

L D

J S

H A

H

M C

R A

W F

O R

D

H -8

-4

V E

B E

C K

19-036C-2 2019.

FEET EAST OF A FENCE LINE AT A 6" TREATED POST. SET FLUSH WITH THE GROUND SURFACE AND STAMPED

ROAD, 47.0 FEET NORTH OF A 24" OAK TREE, 6.5 FEET NORTH/NORTHEAST OF THE NORTH GATE POST, AND 3.0

AN ACCESS COVER SET IN CONCRETE. LOCATED 30.5 FEET WEST OF THE CENTERLINE OF OLD BAKER/ZACHARY

STEEL ROD DRIVEN TO REFUSAL (DEPTH OF 28 FEET) AND SET IN AN ALUMINUM FLANGE ON A 6" PVC PIPE WITH

THE LEFT SIDE OF THE ROAD. THE STATION IS A CORPS OF ENGINEERS, NEW ORLEANS DISTRICT STAINLESS

TURN ONTO OLD BAKER/ZACHARY ROAD AND PROCEED WEST THEN NORTH FOR 1.50 MILES TO THE STATION ON

INTERSECTION OF HIGHWAY 19 AND GROOM ROAD IN BAKER, LA. PROCEED NORTH ON HIGHWAY 19 FOR 0.80 MILE, MILES NORTH OF BAKER, LA., AND 11.29 MILES EAST OF GLYNN, LA. TO REACH THE STATION FROM THE

THE STATION IS LOCATED IN EAST BATON ROUGE PARISH. 1.98 MILES SOUTH/SOUTHWEST OF ZACHARY, LA., 2.23

PIPE SET IN CONCRETE WITH A LID STAMPED 15-124C-1 2016.

NORTH BOUND LANE. THE MARK IS A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 44 FEET ENCASED BY A PVC

THE EDGE OF HIGHWAY 19 SOUTH BOUND LANE, 21 FEET AT 278 DEGREES WEST FROM THE EDGE OF HIGHWAY 19

LANES, 112 FEET AT 178 DEGREES SOUTH FROM THE TURN INTO SPUR LANE, 10.5 FEET AT 78 DEGREES EAST FROM

HIGHWAY 19 FOR 1.7 MILES. THE MARK IS LOCATED IN THE MEDIAN OF HIGHWAY 19 NORTH AND SOUTH BOUND

TO REACH THE MARKER FOM THE INTERSECTION OF HIGHWAY 64 AND 19 IN ZACHARY, LA., PROCEED SOUTH ON

N: 774751.00

E: 3333932.36

ELEV: 77.75 (NAVD88 2006.81)

19-036C-2

ALDEN-19

BENCHMARK TABULATIONS

N: 771295.75

E: 3333582.12

ELEV: 75.94 (NAVD88 2006.81)

N: 772285.646

E: 3335038.827

ELEV: 79.60 (NAVD88 2006.81)

15-124C-1

AND 4.0 FEET WEST OF A FENCE CORNER. SET FLUSH WITH THE GROUND SURFACE AND STAMPED ALDEN-19 2019.

OF THE CENTERLINE OF OLD BAKER/ZACHARY ROAD, 12.8 FEET SOUTH/SOUTHWEST OF THE SOUTH GATE POST, IN AN ALUMINUM FLANGE ON A 6" PVC PIPE WITH AN ACCESS COVER SET IN CONCRETE. LOCATED 68.0 FEET WEST

ENGINEERS, NEW ORLEANS DISTRICT STAINLESS STEEL ROD DRIVEN TO REFUSAL (DEPTH OF 24 FEET) AND SET

STATION ON THE LEFT SIDE OF THE ROAD AT A HIGH-POWER POWERLINE CROSSING. THE STATION IS A CORPS OF

MILE, TURN LEFT ONTO OLD BAKER/ZACHARY ROAD AND PROCEED WEST THEN NORTH FOR 2.15 MILES TO THE

INTERSECTION OF HIGHWAY 19 AND GROOM ROAD IN BAKER, LA., PROCEED NORTH ON HIGHWAY 19 FOR 0.80

MILES NORTH OF BAKER, LA., AND 11.39 MILES EAST OF GLYNN, LA. TO REACH THE STATION FROM THE

THE STATION IS LOCATED IN EAST BATON ROUGE PARISH. 1.35 MILES SOUTH/SOUTHEAST OF ZACHARY, LA., 2.91

(PRIMARY)

BENCHMARKS LOCATIONS DESCRIPTION

E D

-2

-0

-G

-1

.D

G N

TO PREVENT BEING BLOWN.

DUSTY MATERIALS IN PILES OR IN TRANSIT SHALL BE COVERED

KEPT MOIST WITH WATER BY MEANS OF A WATER TRUCK.

EACH ROADWAY SURFACE SUBJECT TO DUSTING SHALL BE

REASONABLE MEASURES TO PREVENT UNNECESSARY DUST.

16. DUST CONTROL - THE CONTRACTOR SHALL TAKE

RESULT OF THE CLEARING AND GRUBBING OPERATIONS.

CROSSINGS, TRAILS, AND PIPELINE CORRIDORS DAMAGED AS A

REPAIRING TO "PREVIOUS CONDITION" ANY ROADS,

15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND

MAT BRIDGES FOR CROSSING PIPELINES.

14. THE CONTRACTOR SHALL CONSTRUCT AND UTILIZE TIMBER

AND THE LIMITS OF WORK.

200 FEET FROM GAS PIPELINES, OVERHEAD ELECTRICAL LINES,

13. BURNING OPERATIONS ARE RESTRICTED TO A MINIMUM OF

RUNOFF OUTSIDE OF THE PROJECT RIGHT OF WAY.

CONSTRUCTION TO CONTROL THE OCCURRENCE OF SILT

12. SILT FENCING SHALL BE REQUIRED ALONG THE LIMITS OF

THE RIGHT OF WAY LINE.

11. A TEMPORARY SAFETY FENCE SHALL BE ERECTED ALONG

DEBRIS OCCURS ON THE ROADWAYS.

PROPOSED EGRESS TO ENSURE THAT NO DEPOSITION OF

ADJACENT TO OLD BAKER-ZACHARY ROAD AT EVERY

10. TRUCK WASHDOWN RACKS SHALL BE POSITIONED

MATERIALS AT NO ADDITIONAL COST TO THE GOVERNMENT.

BUT NOT LIMITED TO, GRADING AND ADDING SURFACING

THE CONTRACTOR DURING CONSTRUCTION. THIS INCLUDES,

9. ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED BY

OF THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

THE RIGHT OF WAY LIMITS, AS NEEDED, WITH THE APPROVAL

8. TEMPORARY ACCESS ROADS MAY BE CONSTRUCTED WITHIN

CONTRACTING OFFICER'S REPRESENTATIVE (COR).

ADDING OF SURFACING MATERIAL AS DIRECTED BY THE

MAINTAINED BY THE CONTRACTOR BY THE SHAPING AND THE

7. THE NEW AND EXISTING ACCESS ROADS SHALL BE

EAST BATON ROUGE PARISH.

6. ACCESS TO THE WORK AREA WILL BE VIA EXISTING ROADS IN

5. THE AERIAL PHOTOGRAPHY WAS FLOWN IN 2017.

UNLESS OTHERWISE NOTED.

TO THE NORTH AMERICAN VERTICAL DATUM 1988 (2006.81),

4. ALL THE ELEVATIONS ARE EXPRESSED IN FEET AND REFER

PLANE, LOUISIANA SOUTH, ZONE 1702, US SURVEY FEET.

HORIZONTAL DATUM: NORTH AMERICAN DATUM 1983, STATE

TO THE FOLLOWING

3. THE XY COORDINATES USED FOR THESE DRAWINGS REFER

DISTRICT, SURVEY SECTION (504) 862 -1852.

CONTROL POINTS ARE AVAILABLE FROM USACE NEW ORLEANS

2. THE DESCRIPTIONS OF THE HORIZONTAL AND VERTICAL

SPECIFICATIONS CONTINUE THROUGHOUT THE PLAN.

THROUGHOUT THE PROJECT. SPECIFIC NOTES AND

1. THESE NOTES ARE GENERAL IN NATURE AND APPLY

GENERAL NOTES

S9

S1

S2

S4

S5

S6

S7

S8

S10

A8

B1

B6

B7

B12

C1

C2

C3

C4

C5

C6

A1

A2

A3

A4

A5

A6

A7 C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C9

A8

T1

T2

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

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

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N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

O O

D C

O N

T R

O L

A

M

IT

E R

IV

E

R A

N D

T R

IB

U

T A

R

IE

S

C O

M

IT

E R

IV

E

R B

A S

IN

C

O M

IT

E

R

IV

E R

D

IV

E R

S

IO

N P

R O

J E

C T

C H

A N

N E

L R

E A

C H

B

P L

A N

S A

N D

S P

E C

IF

IC

A T

IO

N

S

N E

W O

R L

E A

N S

D

IS

T R

IC

T

L

E A

K E

A V

E

N E

W O

R L

E A

N S

L A

F

IL

E N

A M

E

F

IL

E N

O

W

P

-2

-X -X

X X

X

W P

-2

-B

-A

A U

G U

S T

A N

S I

D E

A S

T B

A T

O N

R O

U G

E P

A R

IS

H

L

O U

IS

IA

N A

B

A R

N O

L D

J S

H A

H

M

C R

A W

F O

R D

H -8

-4

V E

B E

C K3334215.897

3334229.456

3333959.263

3333940.193

773683.497

773777.091

773816.842

773685.590

AREA

TEMPORARY STAGING

X Y

POINT NUMBER POINT NUMBER

X Y

TEMPORARY WORK AREA EASEMENT 2

STATE PLANE COORDINATES STATE PLANE COORDINATES

X Y

POINT NUMBER POINT NUMBER

X Y

TEMPORARY WORK AREA EASEMENT 1

STATE PLANE COORDINATES STATE PLANE COORDINATES

3333922.916 773894.3201

3333940.530 774164.9232

3333984.271 774162.0763

773899.6043333969.2664

772597.253

772863.780

3333846.635

3333862.162772577.895

772586.519

3333905.502

3333844.496

29 3333919.125 772873.290

FACILITIES WITHIN THE LIMITS OF CONSTRUCTION

OWNER DESCRIPTIONITEM

LADOTD STRUCTURE

LADOTD

2. LADOTD (LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT)

THE CONTRACTOR.

ONLY. THE EXISTENCE AND LOCATION OF EACH STRUCTURE MUST BE VERIFIED BY

1. THE STRUCTURES LABELED WITH CALL OUTS ARE FOR INFORMATIONAL PURPOSES

NOTES:

LADOTD

LADOTD

LADOTD

LADOTD

LADOTD

LADOTD

LADOTD

REMOVE BY CONTRACT

DISPOSITION

REMOVE BY CONTRACT

REMOVE BY CONTRACT

REMOVE BY CONTRACT

REMOVE BY CONTRACT

REMOVE BY CONTRACT

REMOVE BY CONTRACT

REMOVE BY CONTRACT

REMOVE BY CONTRACT

STRUCTURE

STRUCTURE

STRUCTURE

STRUCTURE

STRUCTURE

STRUCTURE

STRUCTURE

STRUCTURE

CLEARING AREA 1

772666.086

773118.127

773055.203

3332140.172

3334834.974

3334822.505

3332146.696 772607.032

3332034.992

3332299.131

3332396.94

3332486.63

3332546.997

3333176.179

3333237.679

3333940.193

3333943.701

3333265.716

3333265.754

3332464.706

3332454.881

3332408.582

3332375.696

3332028.411

ACCESS ROAD "C"

773875.972

773784.425

773883.167

773827.996

773766.790

773807.269

773717.702

773816.842

3333967.915

3334593.548

3334609.210

3334957.030

3334959.902

3334704.706

3334633.099

3333959.263

ACCESS ROAD "A"

X Y

STATION

CHANNEL CENTERLINE

STATE PLANE COORDINATES

773091.228213+00 3332093.199

773373.800

773295.190

187+29.30

194+43.07

3334648.650

3333939.230

184+00 3334977.618 773389.236

ACCESS ROAD " B "

LOCATION

X Y

STATE PLANE COORDINATES STATE PLANE COORDINATES

LOCATION

X Y

POINT NUMBER

STATE PLANE COORDINATES

X Y

LOCATION

STATE PLANE COORDINATES

X Y

LOCATION

X Y

STATE PLANE COORDINATES

229+00 3330502.926 772915.523

773618.693

773648.807

773581.605

773581.605

773677.66

773748.797

773674.811

773685.59

773744.957

773735.404

773819.398

773726.962

773646.766

773646.766

773717.925

773678.332

P

O

N

A

R

Q

C

CLEARING AND GRUBBING AREA

POINT NUMBER

STATE PLANE COORDINATES

X Y

A

E

D

C

B

F

3332110.335

3333956.411

3334660.909

3334959.903

3334959.903

3334636.391

3333922.049

3333943.701

3333265.716

3333265.754

3333123.457

3333171.613

3332076.076

772936.172

773140.139

773218.204

773232.083

773544.576

773529.396

773450.241

773744.957

773735.404

773819.398

773803.176

773367.328

773246.285

G

H

H

J

K

L

M 3333171.613

3333123.457

3332464.844

3332454.881

3332408.582

3332375.696

3332028.333

3332076.076

773367.328

773803.176

773728.088

773646.766

773646.766

773717.925

773678.323

773246.285

CLEARING AREA 2

POINT NUMBER

STATE PLANE COORDINATES

X Y

U

T

S

F

I

V

H

3333922.049

3334636.391

3334959.903

3334957.3

3334609.21

3334593.548

3333967.915

3333943.701

773450.241

773529.396

773544.576

773827.996

773883.167

773784.425

773875.971

773744.957

G3332110.335

3333956.411

3334660.909

3334959.903

3334959.903

3334636.391

3333922.049

3333943.701

3333265.716

3333265.754

3333123.457

3333171.613

3332076.076

B

CLEARING AREA 3

POINT NUMBER

STATE PLANE COORDINATES

X Y

J

K

L

M

W

X

3332146.696

3334822.505

3334959.903

3334660.909

3333956.411

3332110.335

772607.032

773055.203

773232.083

773218.204

773140.139

772936.172

3334864.803 773020.884

3334769.239 773013.486

3333922.150 772873.789

3332054.580 772523.954

773012.677

X Y X Y

COMITE DIVERSION RIGHT OF WAY

772572.957

773784.425

773827.996

773883.167

3334911.666

3332126.220

3334593.548

3334609.210

3334957.030

773899.604

773875.971

3333969.266

3333967.915

773389.2363334977.618

POINT NUMBER

STATE PLANE COORDINATES

POINT NUMBER

STATE PLANE COORDINATES

3330887.940 773548.780

3331482.030 773616.040

3331389.940 774460.960

3330802.070 774303.050

3330423.435 773495.479

3330565.493 772349.244

10A

16A

68A

75A

75B

75C

70A 3330988.677 774322.533

70B 3331009.734 774531.918

70C 3331304.481 774536.068

LOCATION

X Y

STATE PLANE COORDINATES

FROM HWY 964

CONSTRUCTION ACCESS

A-SW18

A-SW17

A-SW16

A-SW15

A-SW14

A-SW13

A-SW12

A-SW11

B1

B12

A-SW10

A-SW9

A-SW8

A-SW7

A-SW6

A-SW5

A-SW4

A-SW3

A-SW2

A-SW1

3323185.41

3323417.82

3324398.48

3325752.06

3325861.42

3329010.79

3329224.41

3330359.89

3332140.172

3332146.696

3330366.48

3329233.29

3329019.39

3325867.07

3325757.79

3324397.08

3323410.90

3323189.93

3322612.18

3322621.38

771877.11

771860.46

771702.74

771856.53

771865.11

772214.06

772252.30

772388.99

772666.086

772607.032

772329.35

772192.94

772154.65

771805.37

771796.80

771642.19

771800.80

771816.64

771686.88

771750.44

G-103

T A

B U

L A

T

IO

E

-2

-0

-G

-1

.D

C9

A8

T1

T2

70A

70B

70C

75A

10A

75B

75C

16A

68A

68A

70A

70B

70C

75A

75B

10A

16A

A2 A3

A4

A5A6

A7

B7

B1

B12

C16

C1 C2

C3

C4

C5 C7

C8

C10

C11

C12

C13 C14

C15

B6

A1

A8

C9

C6

C-101

E D

-2 -0

-C

-1 .D

G N

COMITE DIVERSION PROJECT ROW TEMPORARY WORK AREA EASEMENT 2

S T

A

L

IM

IT

O

F W

O R

K

TEMPORARY STAGING AREA

TEMPORARY WORK AREA EASEMENT 1

ACCESS ROAD C 60' WIDE

SEE SHEET C-106 FOR DETAILS

CYPRESS BAYOU OVERFLOW

ACCESS ROAD B 60' WIDE

60' WIDE

ACCESS ROAD A

G4

G2 G3

C1

G7

G5

G2

G3

E4

S T

A

L

IM

IT

O

F W

O R

K

E5

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

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

O O

D C

O N

T R

O L

A

M

IT

E R

IV

E

R A

N D

T R

IB

U

T A

R

IE

S

C O

M

IT

E R

IV

E

R B

A S

IN

C

O M

IT

E

R

IV

E R

D

IV

E R

S

IO

N P

R O

J E

C T

C H

A N

N E

L R

E A

C H

B

P L

A N

S A

N D

S P

E C

IF

IC

A T

IO

N

S

N E

W O

R L

E A

N S

D

IS

T R

IC

T

L

E A

K E

A V

E

N E

W O

R L

E A

N S

L A

F

IL

E N

A M

E

F

IL

E N

O

W

P

-2

-X -X

X X

X

W P

-2

-B

-A

A U

G U

S T

A N

S I

D E

A S

T B

A T

O N

R O

U G

E P

A R

IS

H

L

O U

IS

IA

N A

B

A R

N O

L D

J S

H A

H

M

C R

A W

F O

R D

H -8

-4

V E

B E

C K

0 1

0 1

(GEODETIC)

AZ 267° 23' 60.0"

(GEODETIC)

AZ 263° 4

6' 46.4"

(GEODETIC)

AZ 267° 23' 58.3"

EAST BATON ROUGE PARISH, LA.

O L

D B

A K

E R Z

A C

H A

R Y R

O A

D

G E

A U

X G

E A

U X R

A

IL

R O

A D

B A

K E

R Z

A C

H A

R Y H

IG

H W

A Y

CHANNEL TOP OF BANK

AND BASELINECHANNEL CENTERLINE

CHANNEL TOP OF BANK

400'0 200'

NORTH

PLAN

O L

D B

A K

E R Z

A C

H A

R Y R

O A

D

S O

U T

H S

P U

R L

A N

E

SPUR LANE

P L

A N

V

IE

W

C O

N S

T R

U C

T

IO

N L

IM

IT

S A

N D

A C

C E

S S

R O

A D

S

A-2

PLAN VIEW

1"=200'SCALE:

,3

,5

,3

,0

,5

772,500

774,000

775,500

772,500

774,000

775,500

SEE SHEET C-107

AND DIVERSION BERM

CYPRESS BAYOU DITCH

CAN BE FOUND IN SPECIFICATIONS SECTION 01100.

AS NEEDED. DETAILS FOR TEMPORARY LOW WATER CROSSINGS

CONTRACTOR SHALL USE TEMPORARY LOW WATER CROSSINGS

#2 AND SEEDED AND FERTILIZED.

STAGING AREA, IT SHALL BE GRADED TO DRAIN INTO DITCH

ONCE THE CONTRACTOR IS FINISHED USING THE TEMPORARY

WORK AREA EASEMENT 2"

IN TEMPORARY WORK AREA EASEMENT 1 AND TEMPORARY

REQUIRED AT THE OLD BAKER - ZACHARY ROAD CLOSURES

PERMANENT LADOTD END OF ROAD INSTALLATIONS (TYPE A)

FOUND IN SPECIFICATIONS SECTION 01100.

UTILITY OWNER CONTACT INFORMATION CAN BE

ON SHEETS R-701 THROUGH R-714

RELOCATION REFERENCE PLANS CAN BE FOUND

FOR THE ACCESS ROADS

AREAS WHERE TIMBER MAT WILL BE NECESSARY

ADDED TO PLAN VIEW TO DEMONSTRATE THE

THE UTILITY OWNER. THESE LINES HAVE BEEN

VERIFY THE FINAL RELOCATED ALIGNMENT WITH

FOR REFERENCE. THE CONTRACTOR SHALL

RELOCATED UTILITY LINES ARE CALLED OUT

NOTES:

CR-18UCR-19U

CR-20U

SEE SHEET C-108

HWY 964 TO ACCESS ROAD B

EXISTING ACCESS ROAD FROM

CR-21U

CR-131-U

CR-126-U

I

J K

L

M

G

H

N

O

P

Q

R

D E

F

S

T

U

V

X

W

S1

S2

S4

S5

S6

S7

S8 S9

S10

C

B

C9

A8

T1

T2

S T

A

L

IM

IT

O

F W

O R

K

S T

A

L

IM

IT

O

F W

O R

K

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…