AM_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

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 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 your 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 APPROPIRATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. 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

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.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 2

0001 10/01/12

W912EE

Contracting Division USACE-Vicksburg District 4155 Clay Street Vicksburg, MS 39183

See Item 6

✘ NOV05B-11-H-0009

09/20/12

Reference Request for Proposal No. NOV04B-11-H-0008, for New Orleans to Venice, NOV-05B, St.

Jude to City Price, Fronting Protection at Diamond Pump Station, Plaquemines Parish, Louisiana

SEE CONTINUATION PAGE FOR SUMMARY OF CHANGES

10/01/12

NOV05B-11-H-0009

SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SPECIFICATIONS:

Bidding Schedule, Section 01 55 26.00 12, and Section 01 57 23.01 12 are revised and replaced.

DRAWINGS:

Drawings GI001, GC001, CS107, CS 108, R-008, R-009, R-010, R-011, and R-012 are revised and replaced.

Specifications revised by this amendment have the notation "Revised by Amendment 0001" at the bottom of the page. Text added by this amendment is shown as underlined. Text deleted by this amendment is shown as overstruck. Specifications added by this amendment have the notation “Added by Amendment 0001” at the bottom of the page.

Drawings revised by this amendment have the notation “Revised by Amendment 0001” in the title block. Drawings added by this amendment have the notation “Added by Amendment 0001” in the title block.

ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.

(End of Summary of Changes)

SECTION 00010 – BIDDING SCHEDULE

New Orleans to Venice, NOV-05B St. Jude to City Price, Fronting Protection at Diamond Pump Station Plaquemines Parish, Louisiana

Base Bid Items

Item Description Estimate d Quantity

Uni t

Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 LS 0002 Video and Photographic Documentation 1 LS 0003 Clearing, Grubbing and Stripping 1 LS 0004 Silt Fence 1,520 LF 0005 Truck Wash-Down Rack 1 LS 0006 Embankment -----------

0006AA first 11,400 cubic yards 11,400 CY 0006AB all over 11,400 cubic yards 11,400 CY 0007 Excavation 1 LS 0008 Reinforcement Geotextile (T=27,000) 2,516 SY 0009 Reinforcement Geotextile (T=30,500) 7,120 SY 0010 Establishment of Turf for Stage 1

(Preload) Embankment

1 LS

0011 Seeding and Mulching 5 AC 0012 Fertilizer -----------

0012AA first 360 pounds 360 LB S

0012AB over 360 pounds 360 LB

0013 Lime Soil Amendment 5 TN 0014 Sulfur Soil Amendment 2.5 TN 0015 Care of Water 1 LS 0016 Steel H-piling HP 14x73 12,000 LF 0017 Piling, Concrete Precast, Prestressed

(14-inch x 14-inch)

2,200 LF

0018 Piling, Steel Sheet, Type PZ 27 8,500 SF 0019 Reinforced Concrete Floodwall 1 LS 0020 Concrete Scour Protection 2,600 SY 0021 Preload Sand Fill -----------

0021AA first 8,250 tons 8,250 TN 0021AB all over 8,250 tons 8,250 TN

Revised by Amendment 0001

0022 200 LB Topsize RipRap 520 TN 0023 Bedding Material 140 TN 0024 Separator Geotextile 512 SY 0025 Storm Drainage System 1 LS 0026 Discharge Pipe and Appurtenances 1 LS 0027 Butterfly Valves and Operators 1 LS 0028 Pneumatic System Modifications 1 LS 0029 Vertical Wick Drain 91,200 LF 0030 Geotechnical Instrumentation 1 LS 0031 Electrical Work 1 LS 0032 Demolition 1 LS 0033 Traffic Control and Coordination 1 LS

BASE TOTAL $

Optional Bid Items 0034 Embedded Plate Adjustment 1 LS 0035 Pipe Support Replacement 1 LS

BASE AND OPTION TOTAL $

Award will be made as a whole to one bidder.

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

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

NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR AWARD.

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

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Program, 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.

B4EDGDML

Line

B4EDGDML

Line

NOTE 4: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the OPTIONAL WORK Items by written notice to the Contractor. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

NOTE 5: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL

WORK. In the event that the OPTIONAL WORK item is exercised under the terms of the contract, no additional calendar days will be added to the original contract duration of 840 calendar days established for the BASE and OPTIONAL WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(FAR 52.211-10 - APR 1984)”.

NOTE 6: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). 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).

(End of Clause)

EVALUATION OF SUBDIVIDED ITEMS (EFARS 52.211-5000 - MAR 95)

Item Nos. 0006, 0012 and 0021 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its sub-items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS (EFARS 52.211-

5001 - MAR 95)

The Variations in Estimated Quantities Subdivided Items clause is applicable only in Item Nos.

0006, 0012 and 0021.

a. Variations from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

b. Where the actual quantity of work performed for Item Nos. 0006, 0012 and 0021 is less than 85% of the quantity of the first sub-item listed under such items, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment in contract price shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

c. If the quantity of work performed under Item Nos. 0006, 0012 and 0021 exceeds 115% or is less than 85% of the total estimated quantity of the sub-items under that item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item

Nos. 0006, 0012 and 0021 exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract, the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

(End of Clause)

NOTE 7: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices; http://www.mvn.usace.army.mil/ebs/rapid_vendor_payment.asp

NOTE 8: PRE-BID OPENING ON-SITE INSPECTION: A single “one-day” site visit shall be held prior to bid opening for an on-site inspection. The on-site inspection shall be held at Diamond Pump Station on Thursday, 27 September 2012, between 10:00 AM to 11:00 AM.

Point of contact from the Area Office is Jeffrey Falati at 504-862-2980.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 55 26.00 12

TRAFFIC CONTROL AND COORDINATION

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 MEASUREMENT AND PAYMENT

1.4 SUBMITTALS

PART 2 PRODUCTS

2.1 SIGNS AND BARRICADES

PART 3 EXECUTION

3.1 GENERAL

3.2 TRAFFIC CONTROL DEVICE PLAN

3.3 TRAFFIC CONTROL

3.3.1 Coordination

3.3.2 Traffic Engineer

3.4 PUBLIC CONVENIENCE AND SAFETY

3.4.1 Road Closure

3.4.2 Fire Protection

3.5 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

3.5.1 General

3.5.2 Warning Signs, Painting, Illumination

3.6 EMERGENCY CONTRACTOR DESIGNATION

-- End of Section Table of Contents --

SECTION 01 55 26.00 12 Page 1 Added by Amendment 0001

SECTION 01 55 26.00 12

TRAFFIC CONTROL AND COORDINATION

PART 1 GENERAL

1.1 SCOPE

The work provided for in this section consists of providing and maintaining traffic control, coordination, maintenance including barricades, danger, warning, and detour signs and the preparation of a traffic control device plan as specified herein.

1.2 REFERENCES

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

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009) Manual of Uniform Traffic Control Devices

LOUISIANA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES (2006

Edition), LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT

(LADOTD)

LSSRB 713 Temporary Traffic Control

1.3 MEASUREMENT AND PAYMENT

No measurement will be made for the preparation of a traffic control device plan, nor the maintenance, control and coordination of traffic routing including barricades, danger, warning and detour signs as specified herein. Payment will be made at the contract lump sum price for "Traffic Control and Coordination". Price and payment shall constitute full compensation for providing all plant, labor, materials and equipment to complete the work as specified herein and as shown on the drawings.

1.4 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Traffic Control Device Plan; G

The Contractor shall prepare and submit the original and ten

(10) copies of the Traffic Control Device Plan as specified herein.

SECTION 01 55 26.00 12 Page 2

PART 2 PRODUCTS

2.1 SIGNS AND BARRICADES

In accordance with LSSRB 713, the Contractor shall provide all necessary signs, barricades, temporary pavement markings, in accordance with the Louisiana Manual on Uniform Traffic Control Devices, Construction Section as well as all signs, barricades, blinking lights or other necessary traffic control devices required by the Parish of Plaquemines or other governing specifications.

PART 3 EXECUTION

3.1 GENERAL

No signs or signals shall be removed without the Contracting Officer's, LADOTD District Office 02, and Plaquemines Parish's approval. The Contractor accepts all responsibilities during the time of removal. The Contractor will notify the Contracting Officer, LADOTD District Office 02, and Plaquemines Parish in writing within three (3) working days prior to the controls being removed and reinstalled. All signs, signals, and markings removed will be in-place at the time of final inspection.

3.2 TRAFFIC CONTROL DEVICE PLAN

The Contractor shall develop and implement a site specific traffic control device plan (TCDP) and truck haul route plan which shall provide for the safe and expeditious movement of traffic through construction zones. A construction zone is defined as the immediate area of actual construction which interferes with the driving or walking public. The TCDP shall comply with the requirements set forth in the MUTCD, as revised, and with the general requirements stipulated below.

(1) The TCDP for the site shall address the conditions for providing traffic flow and/or detours within the zone during the influence of construction noting that the Highway will be open during construction.

The TCDP shall be schematically drawn on sheet(s) large enough to show adequate details and be easily readable and reproducible. If larger than eleven inches by seventeen inches (11" x 17"), the sheet(s) shall be submitted with a reproducible transparency so that the Contracting Officer and Plaquemine's Parish can produce additional copies as needed.

(2) The TCDP shall be designed and stamped by a Professional Engineer registered in the State of Louisiana. The qualifications of the Engineer shall be submitted for review and approval of the Contracting Officer, Plaquemines Parish, and LADOTD District Office 02. Engineers for this project will be qualified by education and experience in Categories 1 and 2 as noted below. All categories require a minimum of four (4) years experience and education.

a. Category 1 - Traffic Control through Construction Zones.

Rural experience in MUTCD applications, plan preparations, studies in volume, speed, and pedestrians, and tort liability.

b. Category 2 - Permanent Sign / Marking. Rural experience in MUTCD applications, studies in volume, speed, pedestrians, and accident analysis.

The Contractor shall submit an original and ten (10) copies of the TCDP

SECTION 01 55 26.00 12 Page 3 to the Contracting Officer prior to any anticipated traffic control work for the Plaquemines Parish and LADOTD District Office 02 review and approval. Adequate time (a minimum of 45 calendar days exclusive of mailing time) shall be allowed for review and approval. Such approval is required prior to start of any work which might affect the traffic pattern in the area.

3.3 TRAFFIC CONTROL

The Contractor shall be responsible for the installation and maintenance of all devices and requirements for the duration of the construction period.

The necessary precautions shall include, but not be limited to, such items as proper construction warning signs, signals, lighting devices, battery operated flashers, markings, barricades, channelization, and hand signaling devices (flagging operations). The Contractor shall monitor traffic control devices on a daily basis and shall make appropriate changes to correspond to conditions. All work shall be performed in accordance with the LSSRB 713, except as noted. Traffic control devices shall be in accordance with the MUTCD.

3.3.1 Coordination

The Contractor shall consult with the Contracting Officer, LADOTD District Office 02 and Plaquemines Parish immediately on any vehicular or pedestrian safety or efficiency problem incurred as a result of construction of the project.

3.3.2 Traffic Engineer

A qualified Traffic Engineer shall be provided by the Contractor to inspect the job site at the beginning of the project, after significant changes, and at 30 day intervals. If warranted, the Contractor's Traffic Engineer shall make adjustments to the TCDP and the Contractor shall immediately implement the revised TCDP. A written report submitted to the Contractor, Contracting Officer, LADOTD District Office 02 and Plaquemines Parish verifying compliance with the plan and adequacy of traffic control devices and operating conditions will be required for each inspection. All deficiencies noted by the report shall be immediately corrected by the Contractor.

3.4 PUBLIC CONVENIENCE AND SAFETY

3.4.1 Road Closure

No road shall be closed by the Contractor to the public except by written permission of the Contracting Officer, and except while so closed, the Contractor shall maintain traffic over, through, or around the work included in his Contract, with the maximum practical convenience, for the full twenty-four hours of each day of the Contract, whether or not work has ceased temporarily. The Contractor shall notify the Contracting Officer at the earliest possible date after the Contract has been executed, and in any case before the starting of any construction that might in any way inconvenience or endanger traffic, so that the necessary arrangements may be determined.

3.4.2 Fire Protection

Fire hydrants shall be accessible at all times to the Fire Department. No material or other obstructions shall be placed closer to a fire hydrant

SECTION 01 55 26.00 12 Page 4 than permitted by ordinances, rules, or regulations or within fifteen (15) feet of a fire hydrant, in the absence of such ordinances, rules, or regulations.

3.5 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

3.5.1 General

The Contractor shall, at his own expense, provide, erect, paint, and maintain all construction barricades. The Contractor shall provide suitable and sufficient lights, torches, reflectors, or other danger signals and signs, provide a sufficient number of watchmen and flagmen, and take all necessary precautions for the protection of the work and safety of the public. The Contractor shall replace any permanent street signs or markers which have to be moved to facilitate his construction with temporary signs as necessary.

3.5.2 Warning Signs, Painting, Illumination

The Contractor shall erect warning signs beyond the limits of the project, sufficiently in advance of any place on the project where operations interfere with the use of the road by traffic, including all intermediate points where the new work crosses or coincides with the existing road.

Barricades shall be kept well painted and suitable warning signs shall be placed thereon. All barricades and obstructions shall be illuminated at night and all lights or devices for this purpose shall be kept burning from sunset to sunrise.

3.6 EMERGENCY CONTRACTOR DESIGNATION

The Contractor shall designate a person(s) who can be contacted and shall be available on a seven day week, 24 hour basis through the entire period that the contract is in force. Name(s) and telephone number(s) of the individual(s) designated shall be furnished to the Contracting Officer's Representative prior to starting work. The person contacted shall be able to respond to emergencies occurring along the length of the project during normal after work and holiday hours.

-- End of Section --

SECTION 01 55 26.00 12 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 23.01 12

TRUCK WASH-DOWN RACKS

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT AND PAYMENT

1.3 REFERENCES

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 Truck Wash-Down Rack

3.2 Street Sweeper

-- End of Section Table of Contents --

SECTION 01 57 23.01 12 Page 1

SECTION 01 57 23.01 12

TRUCK WASH-DOWN RACKS

PART 1 GENERAL

1.1 SCOPE

The work specified in this section consists of the Contractor providing a street sweeper on site and the Contractor designing, implementing and maintaining approved truck wash-down rack(s) at the construction site and borrow site.

1.2 MEASUREMENT AND PAYMENT

No measurement will be made for the street sweeper or the temporary truck wash-down rack designed, constructed and maintained by the Contractor.

Payment for the street sweeper and the temporary truck wash-down rack, including its maintenance and removal, will be made at the contract lump sum price for "Truck Wash-Down Rack." Price and payment shall constitute full compensation for furnishing the design, and all plant, labor, equipment, and material to complete the work as specified herein and as shown on drawings.

1.3 REFERENCES

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

LOUISIANA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES (2006

Edition), LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT

(LADOTD)

LADOTD 1003.04 Aggregates For Surface Course

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 Truck Wash-Down Rack

The Contractor shall design, submit to the Contracting Officer for approval, and provide a hard-surfaced truck wash-down rack to be located at a point of egress from the construction site onto LA Highway 23 during construction operations to eliminate mud and debris transported onto public roads. All trucks utilized for hauling shall be pressure washed on the wash-down rack prior to departing the construction site. The truck wash-down rack shall be sized and located within the rights-of-way for the access road per the Contractor's proposed equipment and construction site layout.

1. The hard surfaced truck wash-down rack shall consist of a Contractor designed steel grated structure, wooden timber crane mats, or an equivalent method.

SECTION 01 57 23.01 12 Page 2

2. Surfacing meeting the requirements of LADOTD 1003.04 (a) shall be located between the truck wash-down rack and LA Highway 23.

3. All truck wash-down rack waste water and sediment shall be intercepted before draining offsite. The water shall be returned to the drainage ditch paralleling the southern edge of LA Highway 23 and the sediment removed and disposed of on the protected side berm of the new or existing levee.

5. Upon completion of the hauling operation, the Contractor shall remove the truck wash-down rack and all appurtenances from the construction site.

6. The area where the truck wash-down rack was located shall be restored to the condition or better than prior to construction activities. All aggregate placed between the wash-down rack and the roadway shall be removed if surfacing was not present in that location prior to construction activities.

3.2 Street Sweeper

The contractor shall maintain at all times a street sweeper onsite to eliminate mud and debris transported onto public roads.

-- End of Section --

SECTION 01 57 23.01 12 Page 3

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GENERAL

INDEX OF DRAWINGS

TITLE TITLE TITLE TITLESHT SHT SHT SHT

COVER SHEETGI000

GI001

GI101 PROJECT LOCATION AND VICINITY MAPS

GC001

GC101

B-001

GEOTECHNICAL

SOIL BORING LEGEND

B-701

B-702

B-703

B-704

B-705

B-706

B-707

B-708

CIVIL

CS101 PRELOAD SITE PLAN

CS102

CS103

CS104

CS201 PRELOAD PROFILE AND STORM DRAINAGE SYSTEM PROFILE

CS202

CS301

CS302

CS303

CS304

CS305

CS306

CS307

CS308

CS503

CS502

CS501

SI001 STRUCTURAL NOTES

SS101

SS102

SS103

SS201

SS301

SS501

SS502

SS503

SS504

SS505

OVERALL MONOLITH PLAN

MONOLITH PLANS

GC102 SEQUENCE OF CONSTRUCTION

INDEX OF DRAWINGS

GENERAL NOTES AND LEGEND

CU101

CS203

CS204

M-101

MECHANICAL

M-102

M-103

M-201

M-501

V-101

M-502

M-503

M-601

DISCHARGE PIPING DETAILS

DISCHARGE PIPING DETAILS

CS105

CS106

CS505

CS506

CS507

CS508

CS509

CS601

MISC. DETAILS, SHEET 1 OF 2

WICK DRAIN DETAILS

ELECTRICAL

E-501

E-101

SS506

SS507

SS508

PIPE BELL SUPPORT DETAILS

M-504

SS509 PILE SCHEDULE

LADDER DETAILS

REFERENCE MARKER DETAILS AND SCHEDULE

PIPE SUPPORT DETAILS

OVERALL SITE PLAN AND BORING LOCATIONS

SOIL BORING LOG - 1 OF 8 - NOV-05-09CU

SOIL BORING LOG - 2 OF 8 - NOV-05-09FU

SOIL BORING LOG - 3 OF 8 - NOV-05-27FU

SOIL BORING LOG - 4 OF 8 - B-12

SOIL BORING LOG - 5 OF 8 - B-13

SOIL BORING LOG - 6 OF 8 - D-1-1U

SOIL BORING LOG - 7 OF 8 - NOV-05-8PU

SOIL BORING LOG - 8 OF 8 - NOV-05-8CU

SITE PLAN - STA. 5+00 TO 6+80

SITE PLAN - STA. 6+80 TO 11+20

SITE PLAN - STA. 11+20 TO 12+59.47

LEVEE AND FLOODWALL PROFILE

PUMP STATION PROFILE - PRELOAD

PUMP STATION PROFILE - LEVEE AND FLOODWALL

INSTRUMENTATION MONITORING PLAN

MONOLITH PLANS & SECTIONS

FLOOD SIDE OVERALL MONOLITH PROFILE

T-WALL MONOLITH SECTIONS

PIPE PENETRATION DETAILS

DISCHARGE PIPE DEMOLITION PLAN & SECTIONS

DISCHARGE PIPE PLAN

PNEUMATIC SYSTEM MODIFICATION PLAN

DISCHARGE PIPE ELEVATION

PIPE COUPLING JOINT DETAILS

CS504 MISC. DETAILS, SHEET 1 OF 2

R-004

R-003

R-002

R-001

RH001

CONCRETE CATCH BASIN

BEDDING AND BACKFILL FOR DRAINAGE STRUCTURES

BEDDING AND BACKFILL FOR DRAINAGE STRUCTURES

HYDROGRAPH FOR USGS STATION #07380251

GRATE DETAILS

REFERENCE

ELECTRICAL PLAN

ELECTRICAL DETAILS

R-005

R-006

R-007

ELECTRICAL ARRANGEMENT GENERAL LAYOUT

ELECTRICAL ARRANGEMENT PLAN AND SCHEDULES

EXISTING UTILITIES PLAN

VERTICAL WICK DRAIN LIMITS PLAN

VERTICAL WICK DRAIN SPACING AND SAND REMOVAL LIMITS PLAN

GRADING LAYOUT TABLES

DISCHARGE PIPING SUPPORTS

SS302 T-WALL MONOLITH SECTIONS

FLOOD SIDE PIPE SUPPORT DETAILS

TYPICAL WALL JOINT DETAILS

TYPICAL PILE DETAILS

STRUCTURAL

CIVIL - CONT.

CS309

CS310

CS311

LEVEE AND FLOODWALL TYPICAL DESIGN SECTIONS SHEET 1 OF 2

PNEUMATIC SYSTEM SCHEMATICSPRELOAD TYPICAL DESIGN SECTIONS SHEET 1 OF 1

LEVEE AND FLOODWALL TYPICAL DESIGN SECTIONS SHEET 2 OF 2

PRELOAD CROSS SECTIONS SHEET 1 OF 2

PRELOAD CROSS SECTIONS SHEET 2 OF 2

LEVEE AND FLOODWALL CROSS SECTIONS SHEET 1 OF 6

LEVEE AND FLOODWALL CROSS SECTIONS SHEET 2 OF 6

LEVEE AND FLOODWALL CROSS SECTIONS SHEET 3 OF 6

LEVEE AND FLOODWALL CROSS SECTIONS SHEET 4 OF 6

LEVEE AND FLOODWALL CROSS SECTIONS SHEET 5 OF 6

LEVEE AND FLOODWALL CROSS SECTIONS SHEET 6 OF 6

SCOUR PROTECTION DETAILS SHEET 1 OF 2

SCOUR PROTECTION DETAILS2 SHEET 2 OF 2

INSTRUMENTATION DETAILS SHEET 1 OF 3

INSTRUMENTATION DETAILS SHEET 2 OF 3

INSTRUMENTATION DETAILS SHEET 3 OF 3

EXISTING SITE & GRADING PLAN

R-008

R-009

R-010

R-011

R-012

LADOTD TC-00(A)

LADOTD TC-00(B)

LADOTD TC-00(C)

LADOTD TC-00(D)

ELEC. ARRANGEMENT SECTIONS & DETAILS

LADOTD TC-02

REFERENCE - CONT.

CS107

CS108

TRAFFIC CONTROL PLAN, SHEET 1 OF 2

TRAFFIC CONTROL PLAN, SHEET 2 OF 2

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GENERAL NOTES:

GENERAL CROSS-REFERENCING SYMBOLS

ABBREVIATIONS

GENERAL LEGEND

CB

SHEET ID X-000

+2 .0

D

E X

G X

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

A A

C-501

D5

C-302D5

ELEVATION

TOP FRONT SIDE

SECTION

D5

C-302

D5

DETAIL/SECTION

DETAIL/SECTION

SCALE:

SUPPLEMENTAL INFORMATION

SCALE:

SUPPLEMENTAL INFORMATION

APPROXIMATEAPPROX

ALT W/ ALTERNATE WITH

ALUMINUMALUM

BITUM BITUMINOUS

BOTTOMBOT

C/L CENTER LINE

CURB & GUTTERC&G

CLR CLEAR

CONSTRUCTION JOINTCJ

CMP CORRUGATED METAL PIPE

CONCRETECONC

DIA

DWG DRAWING

DIAMETER

EACH FACE

EXPANSION JOINT

ELEVATION

EACH WAY

EXISTING

FAR FACE

FLARED END SECTION

GALVANIZEDGALV

FES

FF

EW

EJ

EF

WM

UGND

UNO

TYP

T&B

SST

SPEC

SAN

OC

OF

NF

OUTSIDE FACE

ON CENTER

SANITARY

SPECIFICATIONS

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

WATER MAIN

NEAR FACE

MISCELLANEOUS

MIRRORED

MINIMUM

MAXIMUM

LANDWARD

LONG

INSIDE FACE

HEIGHT

MISC

MIRR

MIN

MAX

L/W

LG

IF

HT

* UNLESS OTHERWISE NOTED ON EACH SHEET

P.I. POINT

FIRE HYDRANT

STORM MANHOLE

CATCHBASIN

WATER VALVE

SUBMERSIBLE WELL

EXISTING UTILITY POLE

WASTE WATER SYSTEM

NEW

NEW STORM SEWER

WATERMAIN

NEW GAS LINE

FENCE

CENTERLINE

NEW ROADWAY

NEW ROADWAY EDGE

GROUND DUCT

EXISTING UNDER-

EXISTING GAS

LEVEE

CONCRETE T-WALL

AND NUMBER

DWG OUTLINE

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

NEW SPOT ELEVEATION

EXISTING CONTOUR

ROADWAY RIGHT-OF-WAY

SHEETPILE

AND NUMBER

BORING LOCATION

B/L BASELINE

ROW RIGHT OF WAY

STA STATION

LINE

EXISTING ELECTRIC

EL.

RD ROAD

EMBANKMENT

SAND FILL

XXX

XXX

AND NUMBER

CPT LOCATION

VWD

VWDL

VERTICAL WICK DRAIN

VIRTICAL WICK DRAIN LIMITS

FT FEET

EXISTING GROUND

NOT TO SCALE

"8

1OR 2’ X 2’ X

"4

1STEEL PLATE 4’ X 4’ X

PIPE LENGTH (5’)

STD. COUPLING

TOP OF PRELOAD OR LEVEE FILL

SUBGRADE

TO PLATE (OPTIONAL)

PIPE 6" STD. X 2’ WELDED

GROUND 10’ MIN. (OPTIONAL

PIPE 3" STD. DRIVE IN

"8

1OR 2’ X 2’ X

"4

1STEEL PLATE 4’ X 4’ X

CONSTRUCTION LIMITS

TBD TO BE DETERMINED

CPT

PI POINT OF INTERSECTION

CONE PENETRATION TEST

AND/OR REMOVE MATERIAL

EXCAVATION, DEGRADE,

REPLACE WITH EMBANKMENT

REMOVE MATERIAL AND

POB

POE

PVI

PC POINT OF CURVATURE

POINT OF BEGINNING

POINT OF ENDING

PT POINT OF TANGENCY

POINT OF VERTICAL INTERSECTION

S SLOPE

OFF. OFFSET

N.T.S. NOT TO SCALE

INV. INVERT

LEVEE CENTERLINE

CUT

FILL

PROTECTION

CONCRETE SCOUR

RIPRAP

BEDDING MATERIAL

OPTIONAL TYPICAL SETTLEMENT GAGE DETAIL

PRIOR TO THE END OF THE CONTRACT.

10. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH IN THE PROJECT LIMITS

9. AZIMUTHS SHOWN ARE GEODETIC AZIMUTHS TURNED CLOCKWISE FROM THE NORTH.

8. ALL HAULING TRUCKS SHALL ABIDE BY REQUIRED WEIGHT LIMITS.

HIGHWAYS CLEAN OF EMBANKMENT MATERIAL DURING CONSTRUCTION.

7. CONTRACTOR SHALL KEEP ALL LOCAL, STATE, AND FEDERAL ROADWAYS AND

ANY DISCREPANCIES EXIST PRIOR TO PLAN OR GRADE CHANGES.

CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY USACE IF

6. ALL DIMENSIONS AND GRADES SHOWN ON PLANS SHALL BE FIELD VERIFIED BY THE

5. ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD88 2004.65).

SOUTH ZONE ARE IN FEET AND (1702) SURVEY FEET.

PLANE COORDINATES SYSTEM NORTH AMERICAN DATUM 1983 (NAD83) LOUISIANA

4. UNLESS OTHERWISE NOTED, ALL HORIZONTAL COORDINATES REFERS TO STATE

DAMAGE SHALL BE REPAIRED AT CONTRACTOR’S EXPENSE.

VERIFICATION IN THE FIELD, TO AVOID DAMAGE TO THESE UTILITIES. SUCH

THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY, THROUGH

CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO

OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE

3. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION

LISTED.

CONSTRUCTION AND TO PROTECT THE EXISTING BENCHMARKS

AND MAINTAIN TEMPORARY BENCHMARKS AS NEEDED DURING

BENCHMARKS. IT IS THE CONTRACTORS RESPONSIBILITY TO CREATE

SEE SHEET GI101 FOR LOCATIONS AND DESCRIPTIONS OF THESE

2. THERE ARE SIX BENCHMARKS PROVIDED FOR THIS PROJECT.

1. AERIAL PHOTOGRAPHS SHOWN WERE FLOWN PRIOR TO 2011.

APPROVAL OF THE CONTRACTING OFFICER.

HORIZONTALLY ON THE EXISTING LEVEE CROWN AT CONTRACTOR’S OPTION WITH THE

ON SETTLEMENT GAGES. LOCATION OF SETTLEMENT GAGES MAY BE MOVED

THE DISTANCE BETWEEN SETTLEMENT GAGES. RISER PIPES ARE PERMITTED 2

1A POINT

FOOT INTERVALS, IN WHICH CASE THE SETTLEMENT MEASUREMENT RANGE SHALL BE TO

LEVEE SECTION, EXCEPT WHERE SETTLEMENT GAGES ARE PLACED AT LESS THAN 100

DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG THE CENTERLINE OF THE

FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF 150 FEET IN EACH

SPECIFIED IN THE CONTRACT SPECIFICATIONS, THE SETTLEMENT MEASUREMENT RANGE

FOUNDATION SETTLEMENT GAGES AT LOCATION SHOWN ON THE DESIGN SECTION AND

SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL FILL DUE TO

NOTE:

GRANULAR SURFACING

EX

EXISTING DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS..

END OF CONSTRUCTION, CONTRACTOR SHALL CLEAN ALL DEBRIS AND SEDIMENT FROM

CLOGGING OF EXISTING DRAINAGE STRUCTURES WITH DEBRIS AND SEDIMENT. AT THE

22. DURING CONSTRUCTION, CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT

SPEC SECTION 31 24 00.00 12.

ABOVE THE WATER SURFACE THAT OBTAINS A STABLE FILL SURFACE AS SPECIFIED IN

21. UNCOMPACTED FILL MAY BE PLACED BELOW THE WATER SURFACE AND TO AN ELEVATION

EQUIPMENT IS ALLOWED TO TRACK ON TOP OF THE GEOTEXTILE.

20. MINIMUM SOIL THICKNESS ABOVE GEOTEXTILE IS 15 INCHES BEFORE HEAVY

FABRIC FOR FUTURE PROJECT’ TIE-INS.

OFFSETS, VISIBLE ABOVE GRADE, AT LONGITUDINAL ENDS OF THE GEOTEXTILE

19. CONTRACTOR SHALL PLACE A WOODEN MARKER WITH BASELINE STATIONING AND

AND CONTRACTORS.

CONTRACTOR TO COORDINATE WORK WITH ADJACENT PROJECTS’ PERSONNEL

18. CONCURRENT WORK MAY BE PERFORMED ADJACENT TO THE NOV-05B PROJECT.

AND FLOOD SIDE AT LOCATIONS SHOWN ON THE TYPICAL LEVEE DESIGN SECTIONS.

17. SILT AND SAFETY FENCE SHALL BE PLACED ALONG BOTH THE PROTECTED

THE ROW.

BUILDINGS, ETC.) THAT FALL OUTSIDE OF THE FILL SECTION BUT ARE WITHIN

OBSTRUCTIONS (I.E. FENCES, TREES, POWER POLES, GUY WIRES, SHEDS

15. THE CONTRACTOR SHALL RESTRICT IS OPERATIONS TO WORKING AROUND

NOT TO SCALE.

SHOWN ONLY WHEN DRAWING IS OBVIOUSLY OUT OF SCALE. N.T.S. INDICATES

14. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. N.T.S. IS

13. SOIL BORINGS AND HYDROGRAPHS ARE PROVIDED FOR INFORMATION ONLY.

12. LEVEE GRADE ELEVATIONS ARE FINAL COMPACTED DESIGN GRADES.

IS REPRESENTED BY DASHED LINES.

REPRESENTED BY SOLID TICKS AND LAMBERT COFORMAL CONIC PROJECTION

11. INSIDE PLAN AREA, POLYCONIC PROJECTION 1983 NORTH AMERICAN DATUM IS

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LEGEND

TRAFFIC CONTROL PLAN

N.T.S.

WORK AREA

TRAFFIC SIGN

CHANNELIZING DEVICE (DRUM)

TYPE III BARRICADE

DIRECTION OF TRAVEL

WORK AREA

5280’

1500’

SHOULDER TAPER LENGTH 217’

475’ TYPE III BARRICADE

DRUMS (TYP)

DIAMOND

PUMP STATION

DIAMOND CANAL

CONSTRUCTION ENTRANCE

LA HIGHWAY 23

SOUTH BOUND LANES

LA HIGHWAY 23

NORTH BOUND LANES

NOTES:

1. TRAFFIC CONTROL SIGNS, DEVICES, LAYOUT SHALL FOLLOW ALL APPLICABLE

LADOTD AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.

2. NO VEHICLES OR EQUIPMENT SHALL BE PARKED ON THE HIGHWAY SHOULDER AT ANY TIME.

3. TRAFFIC CONTROL SHALL BE REMOVED WHEN CONSTRUCTION SITE IS INACTIVE.

4. DRUMS SHALL BE SPACED AT MAXIMUM OF 40’ ALONG THE SHOULDER TAPER AND DRUMS

SHALL BE SPACED AT MAXIMUM OF 80’ PARALLEL (TANGENT SECTION) TO THE HIGHWAY.

5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO LADOTD FOR APPROVAL PRIOR

TO START OF CONSTRUCTION.

6. SPEED LIMIT THROUGH CONSTRUCTION ZONE CAN BE REDUCED BY NO MORE THAN 10 M.P.H.

BELOW THE POSTED SPEED LIMIT.

TRUCK

CROSSING

SHOULDER

WORK

ROAD

WORK

1 MILE

TRUCK

CROSSING

ROAD

WORK

1 MILE WORK

SHOULDER

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US Army Corps

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LEGEND

TRAFFIC CONTROL PLAN

N.T.S.

WORK AREA

WORK AREA

DIRECTION OF TRAVEL

TYPE III BARRICADE

CHANNELIZING DEVICE (DRUM)

TRAFFIC SIGN

DRUMS (TYP)

DIAMOND CANAL

CONSTRUCTION ENTRANCE

SOUTH BOUND LANESLA HIGHWAY 23

NORTH BOUND LANESLA HIGHWAY 23

500’

BELOW THE POSTED SPEED LIMIT.

6. SPEED LIMIT THROUGH CONSTRUCTION ZONE CAN BE REDUCED BY NO MORE THAN 10 M.P.H.

TO START OF CONSTRUCTION.

5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO LADOTD FOR APPROVAL PRIOR

SHALL BE SPACED AT MAXIMUM OF 80’ PARALLEL (TANGENT SECTION) TO THE HIGHWAY.

4. DRUMS SHALL BE SPACED AT MAXIMUM OF 40’ ALONG THE SHOULDER TAPER AND DRUMS

3. TRAFFIC CONTROL SHALL BE REMOVED WHEN CONSTRUCTION SITE IS INACTIVE.

2. NO VEHICLES OR EQUIPMENT SHALL BE PARKED ON THE HIGHWAY SHOULDER AT ANY TIME.

LADOTD AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.

1. TRAFFIC CONTROL SIGNS, DEVICES, AND LAYOUT SHALL FOLLOW ALL APPLICABLE

NOTES:

END

ROAD WORK

END

ROAD WORK

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