Amendment 0005..pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The subject solicitation for Flood Control, Amite River Tributaries, Louisiana, Comite River Basin, Comite River Diversion Project, Bayou Baton Rouge Rock Chute, East Baton Rouge Parish, Louisiana (ED 20-001) is hereby amended as follow s:

1) Provides revisions shown on the attached continuation pages.

2) The virtual bid opening date has been postponed to Wednesday, April 30, 2025, 11:00am (local time). The bid submission deadline is Wednesday, April 30, 2025, 10:00am (local time). It is anticipated that this w ill be the last amendment for this requirement. No further questions w ill be addressed at this time.

****PLEASE ACKNOWLEDGE ALL AMENDMENTS IN YOUR BID PACKAGE SUBMISSION***

1. CONTRACT ID CODE PAGE OF PAGES

J 1 51

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P825B0036

X 9B. DATED (SEE ITEM 11)

14-Mar-2025

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

25-Apr-2025

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION 00010

Pages 00010-3, 4, 5, 6, and 7. Delete these pages in their entirety and replace with the attached revised pages 00010-3, 4, 5, 6, and 7, therefore.

SECTION 01100

Page 97/1037. Delete this page in its entirety and replace with the attached revised Drawings Index G-003, therefore.

SECTION 31 05 19.04 12

Page 5. After paragraph 3.4, add the following new paragraph, therefore:

“3.5 KEY TRENCHES

The ends of geotextile shall be anchored at the channel top of bank using key trenches. The trench shall be a minimum of two (2) feet x two (2) feet. The key trench shall be excavated in stable material. Upon completion of the placement of the geotextile, trench shall be backfilled with clay (CH or CL) material excavated from the channel. The material shall be compacted and tested similar to the compacted fill embankment. The compaction lift thicknesses for the key trench shall be 6 inches, followed by 12 inches, and 6 inches. Upon completion of the compaction, the geotextile shall be extended and wrapped around the top of the trench prior to placement of bedding material and riprap.”

SECTION 31 23 00.00 12

1. Page 2, paragraph 1.2.1. Delete this paragraph in its entirety and replace with following revised paragraph, therefore:

“1.2.1 Excavation

Measurement for excavation, as specified herein, will be made by the cubic yard, computed by the average end area method from cross sections taken "before and after" the theoretical design sections shown in the drawings. The Contractor shall perform cross sections every 100 feet for partial payment and final compliance cross sections. The measurements shall include authorized excavation of unsatisfactory subgrade soil. The measurement will not include the volume of subgrade material or other material that is scarified or plowed and reused in-place, and shall not include the volume excavated without authorization or the volume of any material used for purposes other than directed by the Contracting Office's representative. The measurement will not include the volume of any excavation performed prior to the taking of elevations and measurements of the undisturbed grade.”

2. Page 3. After paragraph 1.2.9, add the following new paragraph in its entirety, therefore:

“1.2.10 Excavation for Interceptor Ditches and Swales

No separate measurement will be made for excavation required for the interceptor ditches and swales.”

3. Page 3 paragraph 1.3.1. Delete this paragraph in its entirety and replace with the following revised paragraph, therefore:

“1.3.1 Excavation for Bayou Baton Rouge Temporary Alignment

Payment for excavation and for Bayou Baton Rouge temporary alignment will be made at the contract unit price per cubic yard for "Excavation for Bayou Baton Rouge Temporary Alignment". Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, to complete the excavation for the Bayou Baton Rouge temporary alignment; including removal and disposal of excess spoil material; as specified herein and as shown on the drawings. Payment will be limited to the lines and grades shown on the drawings.”

4. Page 4 paragraph 1.3.2. Delete this paragraph in its entirety and replace with the following revised paragraph, therefore:

“1.3.2 Excavation for Bayou Baton Rouge Rock Chute

Payment for excavation for Bayou Baton Rouge Rock Chute will be made at the contract unit price per cubic yard for "Excavation for Bayou Baton Rouge Rock Chute". Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, to complete the excavation for Bayou Baton Rouge Rock Chute; including removal and disposal of excess spoil material; as specified herein and as shown on the drawings. Payment will be limited to the lines and grades shown on the drawings.”

5. Page 5. After paragraph 1.3.9, add the following new paragraph in its entirety, therefore:

“1.3.10 Excavation for Interceptor Ditches and Swales

Payment will be made at the contract job price for "Excavation for Interceptor Ditches and Swales".

Price and payment shall constitute full compensation for furnishing all plant, labor, materials, tools, equipment, appliances, and doing all work involved to complete the excavation as specified herein and as shown on the drawings.”

SECTION 31 24 00.00 12

1. Page 4, paragraph 1.3.2. Delete this paragraph in its entirety and replace with following revised paragraph, therefore:

“1.3.2 Disposal Stockpile Embankment (Semi-Compacted Fill)

No separate measurement will be made for depositing materials in the disposal stockpile areas.”

2. Page 5, paragraph 1.4.2. Delete this paragraph in its entirety and substitute the following revised paragraph, therefore:

“1.4.2 Disposal Stockpile Embankment (Semi-Compacted Fill)

No separate measurement or payment will be made for depositing materials in the disposal stockpile areas. Payment shall be included in the contract prices for which the work is incidental thereto or distributed amongst the existing bid items.”

3. Page 13. After subparagraph 2.1.3.2, add the following new subparagraphs in their entirety, “2.1.4 Semi-Compacted Fill

2.1.4.1 Moisture Control

It is intended that the material will be placed in the stockpile embankment at its natural moisture content. No moisture control will be required by the Contractor unless, in the opinion of the Contracting Officer, the desired compaction is not being obtained with the prescribed compactive effort due to the material being too wet or too dry. In such cases, the Contractor shall perform moisture control as described below. If the material is too wet, it shall either be stockpiled and allowed to drain before it is placed in the stockpile embankment cross-sections and/or the wet material shall be processed by disking and harrowing, if necessary, until the moisture content is reduced sufficiently. If the material is too dry, it shall either be pre-wet or sufficient moisture shall be uniformly distributed in each layer before compaction.

2.1.4.2 Compaction

The materials for semi-compacted fill shall be placed or spread in layers. When the moisture content and conditions of the spread layer are satisfactory, each layer shall be compacted by any of the following methods at the option of the contractor.

(1) Tamper-Type Roller. Four complete passes over each layer will be required. If tamping rollers are used in tandem, not more than two rows will be permitted, and in such case, one trip of the tandem rollers over any surface will be considered as two passes. When tamping rollers are used in tandem, the tamper foot spacing shall be offset so that the circumferential rows on the rear drums are in line with the midpoint of the circumferential rows of the forward drums. Each pass of the tamping roller shall overlap the preceding or adjacent pass by not less than 1 foot.

(2) Rubber-Tired Rollers. Two complete passes over each layer will be required.

(3) Crawler-Type Tractor. Three complete passes over each layer will be required. The tractor will not be considered to be compacting while spreading materials. A pass shall consist of one complete coverage of the surface of a layer by the treads of a roller, tractor, or other compacting equipment.

Portions of the embankments which the compacting equipment cannot reach for any reason shall be compacted by an approved method to the density at least equal to that of the surrounding embankments.

2.1.5 Dressing

The entire embankment shall be brought to not less than the prescribed design cross section, within allowable tolerance, at all points. Unreasonable roughness of the surface shall be dressed out to permit fertilizing and seeding operations.”

4. Page 15, paragraph 3.3. Delete this paragraph in its entirety and replace with following revised paragraph, “3.3 Disposal Area Embankment

The disposal material from the required excavation shall be placed within the disposal area as shown on drawings. The Contractor shall plan the work so that upon completion of work, the disposal area is filled uniformly within the limits shown on the drawings. The disposal area embankment shall not extend beyond the limits shown. Disposal embankment shall be continuous over the entire disposal area shown with no openings or breaks therein, unless otherwise directed. Placement of excavated material shall be such that water will not impound within the disposal area embankment. Stumps, logs, and other debris removed in the excavation process shall be disposed of as prescribed in Section 31 11 00.00 12 CLEARING AND GRUBBING. Disposal material shall be placed in approximately horizontal layers not exceeding 3 feet in thickness. The layers shall be uniformly spread, distributed, and otherwise manipulated during placement to such an extent that individual loads of material deposited will not remain intact, and large, open voids will be eliminated. Layers shall have sufficient crown and slope to provide satisfactory drainage during construction. Lifts shall be placed in a manner which prevents shrinkage cracks and open voids from developing in previously placed lifts. Drainage ditches shall be excavated prior to placement of disposal area embankment.

The disposal area embankment shall be constructed at the location(s) and to the lines and grades and sections indicated on the drawings. The finish surface shall be smooth graded and shaped to drain in accordance with the requirements shown on the drawings.

The maximum height for the existing Lilly Bayou stockpile is 16-ft. The Contractor shall match the existing slopes of the stockpile and provide silt fencing as required. The Contractor shall verify the existing condition and limits of the stockpile via field surveys prior to placement of excavated waste material from the Bayou Baton Rouge Rock Chute project.”

DRAWINGS

1. SHEET IDENTIFICATION Nos. G-003, G-004, C-002, C-005, C-006, C-007, C-008, C-009, C-014, C- 015, C-017, C-018, C-023A, C-025, C-026A, C-026B, C-026C, C-026D, C-026E, C-027, C-028, C-029, C- 030, C-031, C-032, C-033, C-034, C-070, C-071, C-072, C-074, C-075, C-076, C-077, C-078, C-079, C- 080, C-301 and C-302 . Delete these drawings in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. G-003, G-004, C-002, C-005, C-006, C-007, C-008, C-009, C-014, C-015, C-017, C-018, C-023A, C-025, C-026A, C-026B, C-026C, C-026D, C-026E, C-027, C-028, C-029, C-030, C-031, C-032, C-033, C-034, C-070, C-071, C-072, C-074, C-075, C-076, C-077, C-078, C-079, C-080, C-301 and C-302 therefore.

2. Add the attached new drawing SHEET IDENTIFICATION No. C-035.

00010-3 Ed 20-001

SECTION 00010 – BIDDING SCHEDULE

Flood Control, Amite River Tributaries, Louisiana, Comite River Basin Comite River Diversion Project

Bayou Baton Rouge Rock Chute East Baton Rouge Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Safety Fence 1 JOB

0003 Video and Photographic Documentation 1 JOB

0004 Traffic Control 1 JOB

0005 Temporary Retaining Structures 1 JOB

0006 Silt Fences 33,000 LF

0007 Straw Bales 5,000 LF

0008 Truck Wash-Down Racks 1 JOB

0009 Demolition 1 JOB

0010 Removal of Abandoned Oil Well

GW-1 1 JOB

0011 Approach Slabs 1 JOB

0012 Bridge Concrete 1 JOB

0013 Pump Station Concrete 1 JOB

0014 Pump Station Items 1 JOB

0015 Precast Prestressed Concrete Girders 1,380 LF

0016 Carney Road Bridge 1 JOB

0017 Carney Road Bridge End Bents and Wingwalls 1 JOB

0018 24" RCP 32 LF

0019 18" RCP 83 LF

0020 54" RCP Extension 8 LF

0021 24" CMP 150 LF

0022 42" CMP 78 LF

0023 Electrical Work 1 JOB

00010-4 Ed 20-001

0024 Separator Geotextile - Roadway 25,600 SY

*0025 Separator Geotextile - Diversion 57,500 SY

*0026 Separator Geotextile - Bayou Baton Rouge 48,300 SY

0027 Clearing and Grubbing 1 JOB

0028 Excavation for Bayou Baton Rouge Temporary Alignment 18,000 CY

0029 Excavation for Bayou Baton Rouge Rock Chute 167,000 CY

0030 Excavation for Comite River Diversion Channel 712,000 CY

Excavation for Relocation of Carney Road and Pump Station Access

18,500 CY

Carney Road Bridge Abutments/Wingwalls Structural Excavation and Backfill

1 JOB

0033 Pump Station Excavation and Backfill 1 JOB

*0034 Excavation for Interceptor Ditches and Swales 1 JOB

0035 Channel Unwatering 1 JOB

0036 Pump Station Unwatering 1 JOB

0037 Embankment - Relocation of Carney Road 27,000 CY

0038 Embankment - Pump Station Access and Berm Road 1,000 CY

*0039 Embankment - Guide Levees 13,000 CY

0040 Embankment-Proposed Banks and Abandoned Channels 250,000 CY

0041 Embankment - Carney Road Preload 26,000 CY

0042 Grouted Riprap 620 CY

0043 Precast, Prestressed Concrete Pile, 14-inch x 14-inch 120 LF

0044 Precast, Prestressed Concrete Pile, 18-inch x 18-inch 1,680 LF

0045 Precast, Prestressed Concrete Pile, 30-inch x 30-inch 1,040 LF

0046 Pile Load Test (18-inch x 18-inch) 1 EA

0047 Pile Load Test (30-inch x 30-inch) 1 EA

0048 Asphalt Leveling Course 460 TON

0049 Asphalt Binder Course 3,300 TON

00010-5 Ed 20-001

0050 Asphalt Wearing Course 2,500 TON

0051 Cold Planing 2,750 SY

0052 Class II Base Course 21,600 SY

0053 Surfacing 580 CY

0054 Access Road and Laydown Area 1 JOB

0055 High Security Fence 488 LF

0056 Swing Gates 2 EA

0057 Barbed Wired Fencing 4,250 LF

0058 Farm Gates 2 EA

0059 High Performance Turf Reinforcement Mats 3,200 SY

0060 Turf Establishment and Maintenance 91 AC

0061 Utility Horizontal Directional Drilling 197 LF

0062 Guard Rails 1 JOB

0063 Vertical Lift Sluice Gate 1 EA

0064 Bedding Stone No. 1 45,750 TON

0065 Bedding Stone No. 2 3,000 TON

0066 Riprap, R-25 7,200 TON

0067 Riprap, R-90 61,500 TON

0068 Riprap, R-3500 4,100 TON

0069 Riprap, R-1500 23,000 TON

0070 Riprap, R-650 12,500 TON

0071 Removal and Stockpile, Riprap, R-

25 1 JOB

0072 Non-Clog Submersible Pumps 2 EA

0073 Pipelines, Liquid Process Piping 1 JOB

TOTAL BASE WORK: $

OPTIONAL WORK (OW)

0074 Construction Dewatering - OW 1 JOB

0075 Hauling and Disposal, Excess Material - OW 20,000 CY

00010-6 Ed 20-001

TOTAL OPTIONAL WORK: $

TOTAL BASE + OPTIONAL WORK: $

*Denotes change to previous bid schedule.

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

Award will be made as a whole to one bidder.

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

TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE

DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

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

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

NOTE 4: OPTION WORK ITEMS: The Government may require the delivery of, in whole or part, the Optional Work Item. The Government may exercise the Optional Item by written notice to the Contractor. If the Government activates the Optional Item, the activation will occur while the Contractor’s plant is within the limits of work. No additional mobilization/ demobilization will be paid to the Contractor for the Optional Work.

NOTE 5: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

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

OPTIONAL WORK. In the event that the OPTIONAL WORK is exercised under the terms of the contract, the work will be performed concurrent with the original

00010-7 Ed 20-001 contract duration of 1087 calendar days established for the BASE WORK items specified in Section 00700 CONTRACT CLAUSES paragraph entitled

COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

NOTE 7: 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

NEW ORLEANS DISTRICT

G-003

G -0

.d g n

J E

S

AT&T UTILITY RELOCATION 6 OF 6REF-020

AT&T UTILITY RELOCATION 5 OF 6REF-019

AT&T UTILITY RELOCATION 4 OF 6REF-018

AT&T UTILITY RELOCATION 3 OF 6REF-017

AT&T UTILITY RELOCATION 2 OF 6REF-016

AT&T UTILITY RELOCATION 1 OF 6REF-015

PLAN AND PROFILE - DIVERSION CHANNELREF-014

PLAN AND PROFILE - DIVERSION ROADREF-013

PLAN AND PROFILE - DIVERSION ROADREF-012

PLAN AND PROFILE - DIVERSION ROADREF-011

PLAN AND PROFILE - DIVERSION ROADREF-010

PLAN AND PROFILE - DIVERSION ROADREF-009

PLAN AND PROFILE - DIVERSION ROADREF-008

PLAN AND PROFILE - LA 964REF-007

PLAN AND PROFILE - LA 964REF-006

PLAN AND PROFILE - LA 964REF-005

PLAN AND PROFILE - LA 964REF-004

PLAN AND PROFILE - LA 964REF-003

PLAN AND PROFILE - LA 964REF-002

TITLE SHEET AND LAYOUT MAPREF-001

REFERENCES

XD-002 EXISTING CARNEY RD BRIDGE TO BE REMOVED

SITE DEMOLTION PLANXD-001

DEMOLITION

RIGHT OF WAY TABULATION TABLER-019

DISPOSITION TABLES 2 OF 2R-018

DISPOSITION TABLES 1 OF 2R-017

FACILITIES AND UTILITIES 11 OF 11R-016

FACILITIES AND UTILITIES 10 OF 11R-015

FACILITIES AND UTILITIES 9 OF 11R-014

FACILITIES AND UTILITIES 8 OF 11 R-013

FACILITIES AND UTILITIES 7 OF 11 R-012

FACILITIES AND UTILITIES 6 OF 11R-011

FACILITIES AND UTILITIES 5 OF 11 R-010

FACILITIES AND UTILITIES 4 OF 11R-009

FACILITIES AND UTILITIES 3 OF 11 R-008

FACILITIES AND UTILITIES 2 OF 11R-007

FACILITIES AND UTILITIES 1 OF 11R-006

OVERALL FACILITIES AND UTILITIESR-005

ROW/CONSTRUCTION LIMITS NEAR CEMETERYR-004A

OVERALL RIGHT OF WAY MAPR-004

INDEX, LEGEND AND ABBREVIATIONSR-003

LOCATION AND VICINITY MAPR-002

COVER SHEETR-001

RIGHT-OF-WAY

BORING LOGS (SHEET 11 OF 11)B-113

BORING LOGS (SHEET 10 OF 11)B-112

BORING LOGS (SHEET 9 OF 11)B-111

BORING LOGS (SHEET 8 OF 11)B-110

BORING LOGS (SHEET 7 OF 11)B-109

BORING LOGS (SHEET 6 OF 11)B-108

BORING LOGS (SHEET 5 OF 11)B-107

BORING LOGS (SHEET 4 OF 11)B-106

BORING LOGS (SHEET 3 OF 11)B-105

BORING LOGS (SHEET 2 OF 11)B-104

BORING LOGS (SHEET 1 OF 11)B-103

BORING LOCATION MAPB-102

BORING LEGENDB-101

SOIL BORING LOG

CARNEY ROAD CROSS SECTIONSC-061

PEDESTRIAN / BIKE STRIPING LAYOUTC-060C

PAVEMENT MARKING DETAILS PLAN AND SECTION VIEWSC-060B

RUMBLE STRIPS PLAN AND SECTION VIEWSC-060A

PAVEMENT MARKING PLANC-060

NEW ENTERGY POWER POLES - NEW CARNEY ROADC-059A

PLAN AND PROFILE CARNEY ROAD SHEET 6 OF 6C-059

PLAN AND PROFILE CARNEY ROAD SHEET 5 OF 6C-058

PLAN AND PROFILE CARNEY ROAD SHEET 4 OF 6C-057

PLAN AND PROFILE CARNEY ROAD SHEET 3 OF 6C-056

PLAN AND PROFILE CARNEY ROAD SHEET 2 OF 6C-055

PLAN AND PROFILE CARNEY ROAD SHEET 1 OF 6C-054

(NOT USED)C-053

CARNEY ROAD TYPICAL SECTIONS (2 OF 2)C-052

CARNEY ROAD TYPICAL SECTIONS (1 OF 2)C-051

CARNEY ROAD

CHANNEL GEOTEXTILE KEY-IN TRENCH DETAILSC-035

BAYOU BATON ROUGE TEMPORARY BYPASS CROSS SECTIONS (2 OF 2)C-034

BAYOU BATON ROUGE TEMPORARY BYPASS CROSS SECTIONS (1 OF 2)C-033

COMITE RIVER DIVERSION CHANNEL CROSS SECTIONS (4 OF 4)C-032

COMITE RIVER DIVERSION CHANNEL CROSS SECTIONS (3 OF 4)C-031

COMITE RIVER DIVERSION CHANNEL CROSS SECTIONS (2 OF 4)C-030

COMITE RIVER DIVERSION CHANNEL CROSS SECTIONS (1 OF 4)C-029

BAYOU BATON ROUGE ROCK CHUTE CROSS SECTIONS (2 OF 2)C-028

BAYOU BATON ROUGE ROCK CHUTE CROSS SECTIONS (1 OF 2)C-027

SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 5C-026E

SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 4C-026D

SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 3C-026C

SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 2C-026B

SUGGESTED SEQUENCE OF CONSTRUCTION PHASE 1C-026A

BAYOU BATON ROUGE TEMPORARY ACCESS ROAD PLANC-025

FINAL SITE GRADING AND DRAINAGE PLAN SHEET 2 OF 2 C-024E

FINAL SITE GRADING AND DRAINAGE PLAN SHEET 1 OF 2C-024D

INTERIM SITE GRADING & DRAINAGE - COORDINATES & GENERAL NOTESC-024C

INTERIM SITE GRADING & DRAINAGE PLAN SHEET 2 OF 2C-024B

INTERIM SITE GRADING & DRAINAGE PLAN SHEET 1 OF 2C-024A

ACCESS TO LILLY BAYOU STOCKPILE AREA C-023B

DISPOSAL AREA COORDINATES, SECTIONS, DETAILS AND GENERAL NOTESC-023A

DISPOSAL AREA LAYOUTC-023

RIPRAP TRANSITION AND EDGE DETAILSC-022

COMITE RIVER DIVERSION CHANNEL SECTIONS (3 OF 3)C-021

COMITE RIVER DIVERSION CHANNEL SECTIONS (2 OF 3)C-020

COMITE RIVER DIVERSION CHANNEL SECTIONS (1 OF 3)C-019

COMITE RIVER DIVERSION CHANNEL PLAN VIEW (2 OF 2)C-018

COMITE RIVER DIVERSION CHANNEL PLAN VIEW (1 OF 2)C-017

COMITE RIVER DIVERSION PHASE 1 & PHASE 4 PROFILEC-016

COMITE RIVER DIVERSION PHASE 4 PLANC-015

COMITE RIVER DIVERSION PHASE 1 PLANC-014

BAYOU BATON ROUGE ROCK CHUTE SECTIONS (4 OF 4)C-013

BAYOU BATON ROUGE ROCK CHUTE SECTIONS (3 OF 4)C-012

BAYOU BATON ROUGE ROCK CHUTE SECTIONS (2 OF 4)C-011

BAYOU BATON ROUGE ROCK CHUTE SECTIONS (1 OF 4)C-010

BAYOU BATON ROUGE ROCK CHUTE PLAN VIEW (2 OF 2)C-009

BAYOU BATON ROUGE ROCK CHUTE PLAN VIEW (1 OF 2)C-008

BAYOU BATON ROUGE ROCK CHUTE PHASE 1 & PHASE 4 PROFILEC-007

BAYOU BATON ROUGE ROCK CHUTE PHASE 1 & PHASE 4 PLANC-006

BAYOU BATON ROUGE TEMPORARY BYPASS SECTIONC-005

BAYOU BATON ROUGE TEMPORARY BYPASS PLAN & PROFILEC-004

EXCAVATION PLAN C-003

PROPOSED SITE PLANC-002

EXISTING SITE PLAN C-001

BAYOU BATON ROUGE & COMITE RIVER DIVERSION CHANNEL

GENERAL NOTES AND LEGENDG-004

INDEX OF DRAWINGSG-003

PROJECT LOCATION MAP AND VICINITY MAPG-002

COVER SHEETG-001

GENERAL

CONCRETE SURFACE FINISH QUANTITIESS-118

CONCRETE SURFACE FINISHS-117

APPROACH SLAB DETAILSS-116

SPAN DETAILS (3 OF 3)S-115

SPAN DETAILS (2 OF 3)S-114

SPAN DETAILS (1 OF 3)S-113

BEARING PAD DETAILS AND JOINT DATAS-112

GIRDER SCHEDULES-111

GIRDER DETAILSS-110

FRAMING PLANS-109

INTERMEDIATE BENT DETAILSS-108

END BENT DETAILS (2 OF 2)S-107

END BENT DETAILS (1 OF 2)S-106

PILE DATAS-105

FOUNDATION PLANS-104

GENERAL PLAN & ELEVATIONS-103

SUMMARY OF BRIDGE QUANTITIESS-102

GENERAL NOTES AND INDEX S-101

CARNEY ROAD BRIDGE

TRUCK WASH DOWN RACK DETAILSC-503

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) (2 OF 2)C-502

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) (1 OF 2)C-501

STORMWATER POLLUTION PREVENTION PLAN

CLOSURE OF BAYOU BATON ROUGEC-302

PRELOAD AND SETTLEMENT MONITORINGC-301

PRELOAD DETAILS AND BAYOU BATON ROUGE CLOSURE

PUMP STATION MANHOLE DETAILS (SHEET 2 OF 2)C-127

PUMP STATION MANHOLE DETAILS (SHEET 1 OF 2)C-126

PUMP STATION TRASH RACK AND SLUICE GATE DETAILSC-125

PUMP STATION MISCELLANEOUS PUMP STATION DETAILS (SHEET 2 OF 2)C-124

PUMP STATION MISCELLANEOUS PUMP STATION DETAILS (SHEET 1 OF 2)C-123

PUMP STATION SECURITY FENCE DETAILSC-122

PUMP STATION HEADWALL DETAILSC-121

PUMP STATION WET WELL DETAILSC-120

PUMP STATION TYPICAL SECTIONSC-110

PUMP STATION PROPOSED PAD LAYOUTC-109

PUMP STATION PROPOSED MAINTENANCE ROAD CROSS SECTIONS (SHEET 3 OF 3)C-108

PUMP STATION PROPOSED MAINTENANCE ROAD CROSS SECTIONS (SHEET 2 OF 3)C-107

PUMP STATION PROPOSED MAINTENANCE ROAD CROSS SECTIONS (SHEET 1 OF 3)C-106

PUMP STATION PROPOSED MAINTENANCE ROAD PROFILEC-105

PUMP STATION PROPOSED PIPE PROFILEC-104

PUMP STATION PROPOSED SITE PLANC-103

PUMP STATION REMOVAL PLANC-102

PUMP STATION EXISTING SITE PLANC-101

PUMP STATION ALIGNMENT DATAC-100

PUMP STATION CIVIL

LA 964 AT CARNEY ROAD TEMP. TRAFFIC CONTROL PLANC-083

DETOUR SIGNING AND MAPC-082

LA ROUTE 964 CROSS SECTIONS AT CARNEY ROADC-081

CARNEY ROAD CROSS SECTIONS C-080

CARNEY ROAD CROSS SECTIONSC-079

CARNEY ROAD CROSS SECTIONS C-078

CARNEY ROAD CROSS SECTIONS C-077

CARNEY ROAD CROSS SECTIONS C-076

CARNEY ROAD CROSS SECTIONSC-075

CARNEY ROAD CROSS SECTIONS C-074

CARNEY ROAD CROSS SECTIONS C-073

CARNEY ROAD CROSS SECTIONS C-072

CARNEY ROAD CROSS SECTIONS C-071

CARNEY ROAD CROSS SECTIONS C-070

CARNEY ROAD CROSS SECTIONS C-069

CARNEY ROAD CROSS SECTIONS C-068

CARNEY ROAD CROSS SECTIONS C-067

CARNEY ROAD CROSS SECTIONS C-066

CARNEY ROAD CROSS SECTIONS C-065

CARNEY ROAD CROSS SECTIONS C-064

CARNEY ROAD CROSS SECTIONSC-063

CARNEY ROAD CROSS SECTIONSC-062

PUMP STATION DEMCO POWER SERVICE DETAILE-017

PUMP STATION PROGRAM EXAMPLE OF DATA EXCHANGE TABLE FOR SCADAE-016

PUMP STATION PROGRAM (PDP) PLC I/O WIRING DIAGRAM, 3 OF 3E-015

PUMP STATION PROGRAM (PDP) PLC I/O WIRING DIAGRAM, 2 OF 3E-014

PUMP STATION PROGRAM (PDP) PLC I/O WIRING DIAGRAM, 1 OF 3E-013

PUMP STATION POWER DISTRIBUTION & PUMP CONTROL DIAGRAME-012

ELECTRICAL LIGHTING SCHEMATICS AND DETAILSE-011

PUMP STATION ELECTRICAL TYPICAL DETAILSE-010

PUMP STATION TERMINAL JUNCTION BOX & CABLE TRENCH LAYOUTE-009

PUMP STATION ELECTR. POWER DISTRIBUTION & PUMP CONTROL DIAGRAME-008

PUMP STATION CONTROL PANELE-007

PUMP STATION ELECTRICAL EQUIPMENT RACK ELEVATION DETAILE-006

PUMP STATION ELECTRICAL SCHEDULESE-005

PUMP STATION ELECTRICAL 3-LINE DIAGRAME-004

PUMP STATION ELECTRICAL SITE PLANE-003

PUMP STATION ELECTRICAL NOTESE-002

PUMP STATION ELECTRICAL LEGENDE-001

PUMP STATION ELECTRICAL

PILING DETAILS COMPRESSION PILE TESTS-161

OBJECT MARKERS AND DEAD END ROAD INSTALLATIONS-160

HIGHWAY GUARD RAIL (MASH) OFF-SYSTEM BRIDGE APPLICATIONS-159

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (11 OF 11)S-158

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (10 OF 11)S-157

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (9 OF 11)S-156

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (8 OF 11)S-155

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (7 OF 11)S-154

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (6 OF 11)S-153

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (5 OF 11)S-152

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (4 OF 11)S-151

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (3 OF 11)S-150

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (2 OF 11)S-149

HIGHWAY SAFETY GUARD RAIL (MASH) (01-03-2019) (1 OF 11)S-148

STEEL WIRE BAR SUPPORTS-147

LADOTD STANDARD PLANS

APPROACH SLAB DRAINAGE DETAILS (4 OF 4)S-146

APPROACH SLAB DRAINAGE DETAILS (3 OF 4) S-145

APPROACH SLAB DRAINAGE DETAILS (2 OF 4)S-144

APPROACH SLAB DRAINAGE DETAILS (1 OF 4)S-143

APPROACH SLAB COMMON DETAILS (6 OF 6)S-142

APPROACH SLAB COMMON DETAILS (5 OF 6)S-141

APPROACH SLAB COMMON DETAILS (4 OF 6)S-140

APPROACH SLAB COMMON DETAILS (3 OF 6)S-139

APPROACH SLAB COMMON DETAILS (2 OF 6)S-138

APPROACH SLAB COMMON DETAILS (1 OF 6)S-137

YEAR PLATES-136

CAST-IN-PLACE BARRIER RAILING AND TRANSITIONS-135

SEALED EXPANSION JOINT PREFORMED NEOPRENE (2 OF 2)S-134

SEALED EXPANSION JOINT PREFORMED NEOPRENE (1 OF 2)S-133

LG-45 COMMON DETAILS (11 OF 11)S-132

LG-45 COMMON DETAILS (10 OF 11)S-131

LG-45 COMMON DETAILS (9 OF 11)S-130

LG-45 COMMON DETAILS (8 OF 11)S-129

LG-45 COMMON DETAILS (7 OF 11)S-128

LG-45 COMMON DETAILS (6 OF 11)S-127

LG-45 COMMON DETAILS (5 OF 11)S-126

LG-45 COMMON DETAILS (4 OF 11)S-125

LG-45 COMMON DETAILS (3 OF 11)S-124

LG-45 COMMON DETAILS (2 OF 11)S-123

LG-45 COMMON DETAILS (1 OF 11))S-122

LG-45 REINFORCEMENT WELDED WIRE REINFORCEMENTS-121

LG-45 REINFORCEMENT CONVENTIONAL REINFORCEMENTS-120

PRECAST PRESTRESSED CONCRETE PILESS-119

LADOTD SPECIAL DETAILS

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ELECTRIC LINE (UNDERGROUND)

POWER POLE

GUY WIRE

LIGHT POLE

ELECTRIC PULL BOX

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

WATER LINE

WATER VALVE VAULT

WATER METER

HYDRANT

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

GAS LINE

GAS METER

FUEL VALVE

TELEPHONE PEDESTAL

FIBER OPTIC LINE

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DRAINAGE MANHOLE

COMMUNICATION JUNCTION BOX

COMMUNICATION LINE

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RAILROAD TRACKS

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GENERAL NOTES:

LEGEND:

ABBREVIATIONS:

S-201

DETAIL/SECTION

DETAIL/SECTION

TOP SIDE

ELEVATION SECTION

S-201

S-201

FRONT

GENERAL CROSS-REFERENCING SYMBOLS:

GAS UTILITY DISTRICT 1 RANDY CROFT 225.624.4020 1g286@BELLSOUTH.NET

800.399.4001 NBUTLER@ENTERGY.COM

225.654.0201

ENTERGY

CITY OF ZACHARY LIONELL LAWSON

@CITYOFZACHARY.ORG

LINONELL.LAWSON

CB-??

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SUPPLEMENTAL INFORMATION

SCALE:

SCALE:

SUPPLEMENTAL INFORMATION

AT&T TRACY LAUVRAY TL697R@ATT.COM

BENCHMARKS:

COX

EAST BATON ROUGE PARISH TOM STEPHENS TSTEPHENS@BRGOV.COM

EXT. 566

225.389.3186

BATON ROUGE, LA 70802

1100 LAUREL ST.

OWNER CONTACT PHONE ADDRESS EMAIL

DESIGNATION:

CONTROL:

VERTICAL

DESCRIPTION OF BENCHMARK:

POINTS OF CONTACT FOR FACILITIES:

BUTLER-LEON

NERISSA

225.367.0613

BATON ROUGE, LA 70816

5550 S. SHERWOOD FOREST BLVD.

DENHAM SPRINGS, LA. 70726

300 JULIA ST.

THOMAS FLOYD

225.806.4745 (C)

225.237.5423

BATON ROUGE, LA 70806

7401 FLORIDA BLVD.

thomas.floyd@cox.com

LARRY BONNER

601-433-9458 (C)

601-776-6721

QUITMAN, MS 39355

103 EAST FRANKLIN ST.

@BLACKBEARLLC.COM

LBONNER

ZACHARY, LA. 70791

4650 MAIN ST.

ZACHARY, LA. 70791

10633 ZACHARY DEERFORD RD.

MIDLA, LLC

BLACK BEAR TRANSMISSION

NAVD88 (2006.81)

ELEV. = 80.31

(PPCP)

NGS PID. BBDY83

11087C PBM1

(PCP)

NGS PID. BBDY83

11087C PBM2

EASTING = 3322911.077

NORTHING = 772712.993

EASTING = 3323775.185

NORTHING = 773494.392

NAVD88 (2006.81)

ELEV. = 81.67

CONSTRUCTION. ALL OTHER PROJECT CONTROL POINTS (PCPs) ARE FOR VERIFICATION PURPOSES)

(THE PRIMARY PROJECT CONTROL POINT (PPCP) IS THE CONSTRAINING BENCHMARK FOR ALL

(PCP)

19-036C-1

EASTING = 3319852.58

NORTHING = 771884.64

LONG = 91°12'33.4368" W

LAT = 30°37'20.7698"N

SURFACE AND STAMPED 19-036C-1 2019.

DRIVEWAY, AND 2.3 FEET WEST OF A 6" TREATED POST ON THE FENCE LINE. SET FLUSH WITH THE GROUND

FEET NORTH/NORTHWEST OF A FENCE CORNER, 17.0 FEET EAST OF THE EAST EDGE OF A LIMESTONE

ACCESS COVER SET IN CONCRETE. LOCATED 52 FEET NORTH OF THE CENTERLINE OF CARNEY ROAD, 8.0

ROD DRIVEN TO REFUSAL (A DEPTH OF 24 FT.) AND SET IN AN ALUMINUM FLANGE ON A 6" PVC PIPE WITH AN

1057 CARNEY ROAD. THE STATION IS A CORPS OF ENGINEERS, NEW ORLEANS DISTRICT STAINLESS STEEL

FOR 0.95 MILES, THEN TURN LEFT ONTO A DRIVEWAY, AND THE STATION WILL BE NEAR A FENCE CORNER AT

NORTHEASTERLY DIRECTION FOR 0.75 MILES, THEN TURN RIGHT ONTO CARNEY ROAD AND PROCEED EAST

61 FOR 2.4 MILES TO BARNETT ROAD, THEN TURN LEFT ONTO BARNETT ROAD AND PROCEED IN A

INTERSECTION OF HIGHWAY 64 AND HIGHWAY 61 JUST WEST OF ZACHARY, LA. PROCEED SOUTH ON HIGHWAY

WEST/SOUTHWEST OF ZACHARY, LA., AND 8.73 MILES EAST OF GLYNN, LA. TO REACH THE STATION FROM THE

THE STATION IS LOCATED IN EAST BATON ROUGE PARISH, 3.42 MILES NORTHWEST OF BAKER, LA., 3.64 MILES

CONTROL:

HORIZONTAL

NAVD88 (2006.81)

ELEV. = 89.59

INSIDE FACEIF

HIGH PERFORMANCE TURF REINFORCED MATHPTRM

HORIZONTALHORZ

HEIGHTHT

GALVANIZEDGALV

FLARED END SECTIONFES

FAR FACEFF

EXISTINGEXIST

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ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

DOWELDWL

DRAWINGDWG

DIAMETERDIA

CORROSION RESISTANT STEELCRS

CONCRETECONC

CORRUGATED METAL PIPECMP

CONSTRUCTION JOINTCJ

CLEARCLR

CURB & GUTTERC&G

CENTERLINEC/L

BOTTOMBOT

BITUMINOUSBITUM

BAYOU BATON ROUGEBBR

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

WATER MAINWM

WIDTHW

VERTICALVERT

UNDERGROUNDUGND

UNLESS OTHERWISE NOTEDUNO

TYPICALTYP

TOP AND BOTTOMT&B

STAINLESS STEELSST

SPECIFICATIONSSPEC

SANITARYSAN

RIGHT-OF-WAYR/W

REQ'D REQUIRED

RIGHT OF ENTRYROE

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

PRIMARY PROJECT CONTROL POINTPPCP

PROJECT CONTROL POINTPCP

ON CENTEROC

OUTSIDE FACEOF

NUMBERNO

NEAR FACENF

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LANDWARDL/W

LOCAL PROJECT CONTROL POINTLPCP

LONGLG

BUT WILL BE INSTALLED AFTER RE-ALIGNED CARNEY ROAD IS COMPLETED.

RELOCATED TO THE RE-ALIGNED CARNEY ROAD WILL NOT HAVE TEMPORARY UTILITIES THROUGH THE CONSTRUCTION WORK LIMITS, TO THE DISPOSITION TABLES ON SHEETS R-017 AND R-018. UTILITIES REMOVED FROM EXISTING CARNEY ROAD RIGHT-OF-WAY AND

CONTRACTOR IS REQUIRED TO COORDINATE AND PERFORM WORK AS DEFINED WITHIN THE RIGHT-OF-WAY PLANS, SPECIFICALLY10.

CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO BEGINNING OF WORK. 9.

ELEVATIONS ARE IN FEET AND REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, 2006.81 EPOCH (NAVD88(2006.81).8.

THE NORTH AMERICAN DATUM OF 1983 (NAD83-NA2011). COORDINATES ARE IN U.S. SURVEY FEET.

STATE PLANE COORDINATES (SPC) SHOWN ARE REFERENCED TO LOUISIANA SOUTH STATE PLANE COORDINATE SYSTEM USING7.

TO DUSTING SHALL BE KEPT MOIST WITH WATER.

DUST CONTROL - CONTRACTOR SHALL TAKE RESPONSIBLE MEASURES TO AVOID UNNECESSARY DUST. EACH SURFACE SUBJECT6.

DIFFERENTIAL LEVELING PER SECTION 01100.

THE CONTRACTOR SHALL VERIFY ALL CONTROL POINTS (PPCP, PCPs, AND LPCPs) AT A MINIMUM EVERY 6 MONTHS VIA5.

SUBMIT THE CONTROL VERIFICATION SURVEY TO THE CORE WITHIN 14 DAYS OF NOTICE TO PROCEED.

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BASELINES AND PROJECT CONTROL POINTS PRIOR TO CONSTRUCTION AND

CONTROL POINTS ARE INDICATED ON THE PLANS AND ARE ALSO THE VERTICAL BENCHMARKS FOR THE PROJECT. IT IS THE

THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND GRADES PRIOR TO THE BEGINNING OF CONSTRUCTION. PROJECT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT AND CONTROL AS DETAILED IN THESE CONSTRUCTION DRAWINGS.4.

PROPER CONSTRUCTION METHODS SHALL BE EMPLOYED.

IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE INTEGRITY OF THE SLOPES AND ADJOINING AREAS OF THE WORK AREA.3.

OPERATIONS. THE DAMAGE SHALL BE REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE.

THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTRUCTION NEGLIGENT2.

UNDERGROUND UTILITY LINES RELOCATED IN CONJUNCTION WITH CONSTRUCTION.

COMPLETE OR ACCURATE. THE CONTRACTOR MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE

INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER CAN NOT AND DOES NOT WARRANT THAT THIS INFORMATION IS

EXISTING UNDERGROUND UTILITY LINES (PHONE, FIBER OPTIC, ETC.) ARE SHOWN ON THE DRAWINGS BASED UPON THE BEST1.

AND 2.1 FEET EAST OF A BARBED WIRE FENCE.

IS LOCATED 98 FEET WEST OF THE CENTERLINE OF LA HWY 964, 31.8 FEET NORTH OF A POWER POLE

CARNEY ROAD, TRAVEL NORTH ON LA HWY 964 FOR 0.3 MILES TO THE MARK ON THE LEFT. THE STATION

HUDSON, LA. TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 964 (OLD SCENIC HWY) AND

SOUTHWEST OF ZACHARY LA. 3.7 MILES NORTHWEST OF BAKER, LA. AND 5.6 MILES SOUTHEAST OF PORT

MOUNTED FLUSH WITH THE GROUND. THIS STATION IS LOCATED IN EAST BATON ROUGE PARISH, 3.7 MILES

A DEPTH OF 40 FEET, SET IN A SAND FILLED PVC PIPE IN CONCRETE WITH AN ALUMINUM ACCESS COVER, THE STATION IS STAMPED "11087C PBM 1 2011" AND IS A 9/16 IN STAINLESS STEEL ROD DRIVEN TO REFUSAL AT

POWER POLE AND 2.7 FEET WEST OF A BARBED WIRE FENCE.

STATION IS LOCATED 78 FEET EAST OF THE CENTERLINE OF LA HWY 964 46 FEET SOUTHWEST OF A

AND CARNEY ROAD, TRAVEL NORTH ON LA HWY 964 FOR 0.5 MILES TO THE MARK ON THE RIGHT. THE

NORTH OF ALSEN, LA. TO REACH THE STATION FROM THE INTERSECTION OF LA HWY 964 (OLD SCENIC HWY)

PARISH, 3.5 MILES SOUTHWEST OF ZACHARY LA, 3.7 MILES NORTHEAST OF BAKER, LA AND 3.8 MILES

ACCESS COVER AND MOUNTED FLUSH WITH THE GROUND. THE STATION IS LOCATED IN EAST BATON ROUGE

REFUSAL AT A DEPTH OF 44 FEET, SET IN A SAND FILLED PVC PIPE SET IN CONCRETE WITH AN ALUMINUM

THE STATION IS STAMPED "11087C PBM 2 2011".AND IS A 9/16 IN STAINLESS STEEL ROD DRIVEN TO c le m a y

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INCLUDED WITHIN CLIN ENTITLED "EMBANKMENT-PROPOSED BANKS AND ABANDONED CHANNELS".

12. FILL AREAS SHOWN ON THE DRAWINGS ARE DESIGNATED AS COMPACTED FILL. THE QUANTITES AND COSTS FOR THIS WORK SHALL BE

ENTERGY.

PROVIDE METER AND CT/CABINET THAT WILL BE APPROVED BY ENTERGY. CONTRACTOR SHALL COORDINATE FINAL CONNECTION SCHEDULE WITH

INCLUDING METER AND DISCONNECTS AS SHOWN. CONTRACTOR SHALL COORDINATE WITH ENTERGY PRIOR TO PREPARING SUBMITTALS AND

PROVIDING AND INSTALLING CONDUIT AND CONDUCTORS FROM POLE-MOUNTED UTILITY TRANSFORMER TO PUMP STATION CONTROL PANEL,

11. ENTERGY IS RESPONSIBLE FOR REMOVAL OF EXISTING OVERHEAD POWER LINES AND POLES AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR

A D

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RO

JE

CT

M

AN

AG

ER

S

H -4

-4 -8

E a s t

B a to n R o u g e P a ri s h

L o u is ia n a

F lo o d

C o n tr o l, A m it e R iv e r

T ri b u ta ri e s

L o u is ia n a

B a y o u

B a to n R o u g e R o c k

C h u te

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 rs io n

P ro je c t

F E

B R

U A

R Y

W X

X X

X X

-X X

-X -X

X

LA

N

P R

O P

O S

E D S

IT

E P

L A

N

ACCESS ROAD

TEMPORARY

STA. 11+00.00

STA. 10+00.00

SEE NOTE 4BRIDGE

CARNEY RD.

DITCH

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

R E

Q 'D R /W

R E Q 'D R /W

REQ'D R/W

R E

Q 'D R /W

R E Q 'D R /W

REQ'D R/W

PROPOSED SITE PLAN

C-002

R E

Q 'D R /W

(BY OTHERS

LA964 BRIDGE

REQ'D R/W

REQ'D R/WREQ'D R/W

(BY OTHERS)

LA964 BYPASS

REQ'D R/W

COLD MILL AND OVERLAY

BEGIN CARNEY ROAD

P I S

T A

.5

E

.5

N

.7

E 3322352.43

N 772014.71

E 3318914.54

N 771374.25

P I S

T A . 3

.9

E

.0

N

.8

STATION

PUMP

CARNEY ROAD

EXIST.

11. SEE SHEETS C-026A TO C-026E FOR SUGGESTED SEQUENCE OF CONSTRUCTION.

10. REFER TO SHEET G-004 FOR LEGEND AND ABBREVIATIONS.

9. SEE SHEET C-025 FOR TEMPORARY ACCESS ROAD.

8. SEE SHEET C-024A AND C-024B FOR GRADING AND DRAINAGE.

7. SEE SHEET C-023 FOR DISPOSAL AREA DETAILS.

6. SEE SHEETS C-010 THRU C-013 AND C-020 THRU C-021 FOR TYPICAL CHANNEL SECTIONS.

5. FILL EXISTING, LOW-LYING AREAS TO APPROXIMATE EL. 78.0'±. WITH COMPACTED EMBANKMENT

IF NECESSARY, A CORRIDOR OVER THE PIPELINES MAY BE LEFT OPEN AT THE DIRECTION OF THE OWNER.

MATERIAL IN PERMANENT DISPOSAL AREA 3 WILL AFFECT THE RELOCATED PIPELINES.

SHALL VERIFY WITH THE OWNER WHETHER OVERBURDEN PRESSURES OF THE FILL

PIPELINE OWNER PRIOR TO THE USE OF THE DISPOSAL AREAS. THE CONTRACTOR

4. PIPELINE RELOCATION (DRILLING LIMITS) TO BE COORDINATED WITH

REPAIR OF DAMAGED ITEMS.

CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR

REPRESENTATIVE, ANY STRUCTURE DAMAGED DURING THE DURATION OF THE

REPLACE OR REPAIR, AS DIRECTED BY THE CONTRACTING OFFICER'S

WHICH MAY OCCUR DURING CONSTRUCTION. THE CONTRACTOR SHALL

STRUCTURES SUCH AS PIPES, INLETS, BRIDGES, ETC. FROM DAMAGE

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING

TO BEGINNING WORK.

CONTACT LOCAL UTILITY COMPANIES AND LOUISIANA ONE CALL AT 811 PRIOR

BASED ON THE INFORMATION AVAILABLE. THE CONTRACTOR SHALL

2. EXISTING UNDERGROUND UTILITY LINES ARE SHOWN ON THE DRAWINGS

THROUGHOUT THE DURATION OF THE PROJECT.

1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SITE DRAINAGE

NOTES:

DRAINAGE DITCHES

C/L CARNEY RD

SHEET R-018)

DISPOSITION TABLE,

OWNER - SEE

(TO BE REMOVED BY

NATURAL GAS PIPELINES

BLACK BEAR TRANSMISSION MIDLA

WEST INTERCEPTOR DITCH EAST INTERCEPTOR DITCH

NO. 1

LEVEE

GUIDE

GUIDE LEVEE NO. 2

NO. 3

LEVEE

GUIDE

NO. 5

GUIDE LEVEE

DISPOSAL AREA NO. 1

DISPOSAL AREA NO. 5

PHASE 5 EXPANDED

AREA NO. 2

DISPOSAL

AREA NO. 3

DISPOSAL

DISPOSAL AREA NO. 4

GUIDE LEVEE NO. 4

ADOPTED (P&A) CARNEY ROAD

BEGIN PROJECTED AND

CARNEY ROAD

ADOPTED (P&A)

PROJECTED AND

CARNEY ROAD

ADOPTED (P&A)

PROJECTED AND

CARNEY ROAD

ADOPTED (P&A)

END PROJECTED AND

CHUTE (BBR RC)

BEGIN BBR ROCK

CHUTE (BBR RC)

C/L BBR ROCK

E 3321492.63 N 771906.67

STA. 319+67.46

COMITE RIVER DIVERSION CHANNEL (CRDC)

STA. 0+00.00 =

BBR ROCK CHUTE (BBR RC)

(BY OTHERS)

DIVERSION CHANNEL (CRDC)

C/L COMITE RIVER

C/L BBR RC (NORTH DITCH)

C/L BBR RC (SOUTH DITCH)

GW-1

C/L (CRDC)

STA 311+00

POB

PI STA 346+00

POE

(BY OTHERS)

DIVERSION CHANNEL (CRDC)

COMITE RIVER

CARNEY RD.

C/L EXISTING

DISTURB

DO NOT

CEMETERY

DISTURB

DO NOT

CEMETERY

SCALE: 1" = 200'

SCALE: 1" = 200'

EXIST R/W

EXIST R/W

0200' 200' 400'

R /W

R E

V

IS

E D

C E

M E

T E

R Y

L

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M

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C H

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IL

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P L

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D A

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M A

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D E

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IP

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N

C O

N T

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D A

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A P

P R

®of Engineers

US Army Corps

NEW ORLEANS DISTRICT

A N

S I

D of Engineers

US Army Corps

F

IL

E N

U M

B E

R

IDENTIFICATION

SHEET

N E

W O

R L

E A

N S

L

O U

IS

IA

N A

N E

W O

R L

E A

N S

D

IS

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P S

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W X

X X

X X

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X X

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IA

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S, I

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HI

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LA

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PR

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P

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CT

M

AN

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H -4

-4 -8

E a s t

B a to n R o u g e P a ri s h

L o u is ia n a

B a y o u

B a to n R o u g e R o c k

C h u te

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 rs io n P ro je c t

F E

B R

U A

R Y

W

P

-2

-B

J

S

IM

M O

N S

F lo o d C o n tr o l, A m it e R iv e r

A n d T ri b u ta ri e s L o u is ia n a

J

S

IM

M O

N S

J

S

IM

M O

N S

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

C

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M A

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PR 79

C-024B

EXIST. 3-48" RCP

C T

IO

N

T E

M P

O R

A R

Y B

Y P

A S

S

B A

Y O

U B

A T

O N R

O U

G

C-005

2' (TYP.)

1 2 3 4 5

New Orleans District of Engineers

US Army Corps

A P

P R

D

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

C

D E

S C

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IP

T

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N M

A R

K

S O

L

IC

IT

A T

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N N

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D A

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F

IL

E N

U M

B E

R

C O

N T

R A

C T N

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H -4 -4 -8

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X

F E

B R

U A

R Y

C K

D B

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M P

A R

A

P L

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A T

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F

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C -0

R o c k C h u te .d g n

N .T .S

D W

N B

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D B

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B S

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B M

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D B

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P L

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C A

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A N

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C L

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IN

G

A N

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H R

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A R

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F E

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IP

P I

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IV

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N

N E

W O

R L E

A N

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IS

T R

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N E

W O

R L E

A N

S L

A

A

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

C o m it e R iv e r

D iv e rs io n P ro je c t

B a y o u B a to n R o u g e R o c k C h u te

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

IDENTIFICATION

SHEET

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E N

T

(APPROX. LOCATION)

EXISTING TIMBER PILES (TYP.)

EXISTING GROUND

PLAN VIEW

2' (TYP.)

(TYP.)

RIPRAP THICKNESS 1.5'

AREA TO BE COMPACTED FILL

AREA TO BE COMPACTED FILL

AREA TO BE COMPACTED FILL

AREA TO BE COMPACTED FILL

AREA TO BE COMPACTED FILL

AREA TO BE COMPACTED FILL

SECTION A-A

BAYOU BATON ROUGE TEMPORARY BYPASS SECTION

N.T.S.

NOTES:

AT EXISTING CARNEY ROAD BRIDGE CROSSING.

NOTE: RIPRAP TO BE PLACED AT PILE SCOUR HOLES

CHANNEL, SHALL REMAIN IN PLACE.

THE RIPRAP R-25 OUTSIDE THE LIMITS OF THE PERMANENT DIVERSION

2. FOR COMPACTED FILL OF THE BAYOU BATON ROUGE TEMPORARY BYPASS,

1. SEE SHEET C-004 FOR INVERT ELEVATIONS.

TEMPORARY R-90 RIPRAP BLANKET

N.T.S.

BAYOU BATON ROUGE TEMPORARY BYPASS SECTION

BAYOU BATON ROUGE TEMPORARY BYPASS SECTION

N.T.S.

N.T.S.

A A

R-25 RIPRAP

R-25 RIPRAP

R-25 RIPRAP

REQUIRED)

DRAINAGE (WHEN

TO FACILITATE

AREA TO BE CUT

90 90

30' 30'

1V:3H

EL. 78.00

1V:3H

EL. 78.00

80 80

C L

70 70

60 60 10.0'

50 50

30' 30'

EL. 78.00

30'

EL. 78.00

1V:3H

30'

1V:3H

EL. 78.00

EL. 78.00

C L

C L

1V:3H 8080

10.0'

10.0'

T

A .0

S T

A .0

S

T A .0

S T

A .0

S T

A .0

S T

A .0

S

T A .0

12 XX

C-006

H

C -0

-R o c k C h u te .d g n

S O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

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D W

N B

Y

C K

D B

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D E

S

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N E

D B

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D E

S C

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IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

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E

S U

B M

IT

T E

D B

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P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

M

IS

S

IS

S

IP

P I

R

IV

E R D

IV

IS

IO

N

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 M P

A R

A C L

O V

IN

G

A N

S I

D

B a y o u B a to n R o u g e R o c k C h u te

P L

O T D

A T

E

M

H R

Z

IC

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X H

N T

B C

O R

P

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E N

T

F E

B R

U A

R Y

COMITE RIVER DIVERSION CHANNEL.

PHASE 3. PHASE 4 SEGMENT TO BE CONSTRUCTED UPON COMPLETION OF

3. EXCAVATION STARTED IN PHASE 1 WILL BE CONTINUED INTO PHASE 2 AND

2,3

C-022

1,2

C-022

C-022

2,3

S 78°19'08.1" W

2. REFER TO SHEET G-004 FOR LEGEND AND ABBREVIATIONS.

S T

A .9

N 11°05'08" W

S 5° '5 7" E

C-022

C-022

S T

A .0

324+00

324+00

323+00

323+00

322+00

322+00

321+00

321+00

V :3

H

V :3

H

V :3

H

V :3

H

STA. 12+00.00

ROCK CHUTE

BBR

STA. 13+39.95

PHASE 1 POE

BBR ROCK CHUTE

STA. 17+20.00

PHASE 2 POE

BBR ROCK CHUTE

STA. 0+00.00 =

CHUTE POB

C/L BBR ROCK

STA. 0+00.00 =

CHUTE POB

C/L BBR ROCK

V :3

H

V :3

H

V :3

H

V :3

H

TIE INTO EXISTING GROUND

BEGIN 1:7 SLOPE INTO EXISTING GROUND

E 3320987.00 N 773339.30

E 3321492.63 N 771906.67

STA. 319+67.46

DIVERSION CHANNEL

C/L COMITE RIVER

E 3321492.63 N 771906.67

STA. 319+67.46

DIVERSION CHANNEL

C/L COMITE RIVER

PI STA. 318+19.51

E 3321622.28 N 771933.47

PI STA. 318+19.51

E 3321622.28 N 771933.47

320+00

320+00

FOR PLAN & PROFILE)

(SEE SHEET C-014 THRU C-016

C/L COMITE RIVER DIVERSION CHANNEL

PLAN & PROFILE)

(SEE SHEET C-014 to C-019 FOR

C/L COMITE RIVER DIVERSION CHANNEL

C/L BBR ROCK CHUTE

C/L BBR ROCK CHUTE

P C S

T A .9

E

.8

N

.2

P C S

T A .9

E

.8

N

.2

319+00

319+00

318+00

318+00

317+00

317+00

316+00

316+00

S

'0

.1

W S

'0

.1

W S

°3

'1

.8

W S

°3

'1

.8

W

NOTES:

1. SEE SHEETS C-010 THRU…