Am_0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The above numbered solicitation for the 100% Hubzone Set-Aside Multiple Aw ard Task Order Contract (MATOC) Greater New Orleans and Southern LA Hurricane Protection & Restoration is hereby amended as follow s:

-Provide the Government's response to questions and provide revisions to Task Order No. 0001 Plans and Specifications package - Project LGM-020B, Phase I Repairs to Golden Meadow Pumping Station, Lafourche, LA.

The proposal due date hereby remains unchanged as Monday, August 23, 2010 @ 2:00PM CST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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

16C. DATE SIGNED

BY 16-Aug-2010

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 W912P8-10-R-0050

X 9B. DATED (SEE ITEM 11)

22-Jul-2010

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 2 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 T HE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. T HIS CHANGE ORDER IS ISSUED PURSUANT T O: (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

16-Aug-2010

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

B2CTWAWJ

Typewritten Text

B2CTWAWJ

Typewritten Text

W912P8-10-R-0050

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

QUESTIONS AND ANSWERS

The following are additional Technical Questions regarding Task Order No. 0001 Plans and Specifications- Project LGM-020B – Phase I Repairs to Golden Meadow Pumping Station, Lafourche Parish, LA (Questions # 35 – 37 ):

35. Timber pile casings:

Reference drawings S-05, S-06 and specification section 31 62 20.20 12. Subsection 1.4 (submittals) for the timber piles call for the shop drawings to include pile placement and casings.

There are no other mention of casings for timber piles in the drawings or other areas of the specifications. Are casings required for the timber piles? If so, please provide size, depth, etc.

Answer – There are no casings, this amendment removes casings from the submittal requirements.

36. H-Pile Testing:

Reference drawing S-01, S-19, S-20 and specification sections 31 62 16.00 12 (subsections 1.2.1.1, 2.1, and 3.1) and 31 62 18.00 12. The two defined lengths of HP14x89 piles are shown as 115" and 132". There is no indication of how long the HP14x89 test piles are to be. Please define required test pile lengths.

Answer – This amendment provides additional information on sheet S-19 and S-20.

37. 14" Precast/Prestressed Pile lengths:

Reference specification section 31 62 13.20 12. Subsection 3.2.1 states that "The Contracting Officer will determine the actual lengths of piles required to be driven below cutoff elevation for the various locations in the work and will furnish the Contractor a quantities list indicating lengths and locations of all piles to be placed." There are no specifications found for testing of the concrete piles.

37.a. Please advise on who will perform the testing for the concrete piles. If we are to perform, please provide the required specifications.

Answer – There are no pile load tests required for concrete piles, see revisions to this section in amendment attached.

W912P8-10-R-0050

37.b. If the Contracting Officer is to perform the tests, please provide the time-table so we can more accurately define the testing durations in the schedule.

Answer – There are no pile load tests required for concrete piles. See response to 37a.

*See changes to Task Order # 0001 Plans and Specifications - Project LGM-020B - Phase I Repairs to Golden Meadow Pumping Station, Lafourche, LA. (ATTACHED)

REVISIONS TO TASK ORDER NO. 0001 – PLANS AND

SPECIFICATIONS – PROJECT LGM-020B, PHASE I REPAIRS TO

GOLDEN MEADOW PUMPING STATION, LAFOURCHE LA

TABLE OF CONTENTS

Delete this section in its entirety and substitute the attached revised section.

SECTION 00010

Delete this section in its entirety and substitute the attached revised section.

SECTION 01100

Page 9, paragraph 4, “INSPECTOR'S FIELD OFFICE”. Insert the following paragraphs:

e. The parking lot outside the inspector's trailer shall be maintained with a 3-inch layer of crushed stone on top of separator fabric to accommodate 5 parking spaces for Government vehicles. The stone surfacing and separator fabric shall be removed and disposed of offsite upon contract completion at no additional cost to the Government. Payment for the crushed stone and separated geotextile will be measured for payment as specified in sections, 32 15 00.00 12 “SURFACING (GRANULAR)” and 31

05 19.01 12 “SEPARATOR GEOTEXTILES”.

f. The Contractor shall provide a temporary chain link security fence with a double gate with a 20 foot opening as shown in the contract plans.

Measurement and payment for the temporary chain link security fence and gates shall be included in the applicable contract unit price for “Chain Link Fencing” and “Gates” as specified in section 32 31 13.53 “CHAIN LINK

FENCES AND GATES”.

Page 14, paragraph 10, “WEEKENDS, HOLIDAYS, AND NIGHTS”. Delete this paragraph in its entirety and substitute the following revised paragraph:

10. PERMISSIBLE HOURS OF WORK

The Contractor may work twenty-four (24) hours per day seven (7) days per week as required to meet the required time of construction. No Pile driving or demolition of existing I-wall or gates will be allowed between the hours of 9 pm and 7am. The Contractor will be allowed to work on Saturdays, Sundays and Holidays. When the contractor elects to work weekends and holidays, notice shall be given to the Contracting Officer, in writing, 36 hours in advance of commencement of such operations to permit suitable arrangements for inspections to be made. Adequate lighting for thorough inspection of night operations conducted within the permissible hours of work shall be provided by the Contractor at his/her own expense. Contractor shall submit a waiver from the appropriate local or Parish Government office stating that it is acceptable to violate the noise ordinances.

Page 23, paragraph 20, “COORDINATION OF FACILITY WORK”, subparagraph c, “Golden Meadow Pumping Station Parking”. Delete the last two sentences in their entirety.

Page 24, paragraph 23, “ELEVATED WORK PLATFORM(S) and FLOATING PLANTS”, subparagraph (a)(2)e, 1st paragraph, 8th sentence. Delete the following in its entirety:

(sheet piling that is part of the TRS must also comply with the requirements of Section 01 53 00.02 12 TEMPORARY RETAINING

STRUCTURES).

Page 30 paragraph 31, “SPECIAL WORK REQUIREMENTS”, subparagraph “Discharge Pipe Removal and Reinstallation”, subparagraph (b). Delete this paragraph in its entirety and substitute the following revised paragraph:

(b) All three discharge lines shall be removed from service concurrently to allow for the installation of valves, couplings, pipe support bents, sheet piles (crossing discharge piping) and the HSS framed sheet pile penetration as shown on drawings. The Contractor must restore the pump station to full capacity within a maximum of 96 hours. Contractor shall schedule the installation during a period of time where no rainfall, or minimal rainfall, is predicted by National Weather Service for 48 hours at the Golden Meadow Pump Station site. Work shall commence 24 hours around the clock until the pump station is returned to service and acceptable to the Contracting Officer’s Representative. The Contractor shall notify the Town of Golden Meadow prior to removing the pump station from service to allow for drainage cross-connection between the City of Golden Meadow and the South Lafourche Levee District . The Town of Golden Meadow point of contact is Mayor Joey Bouziga, tel. no.

(985) 475-5163 or (985) 696-9030.

SECTION 01 50 00

Page 2, paragraph 1.2, “MEASUREMENT AND PAYMENT”, subparagraph 1.2.1 “Temporary Traffic Control”. Delete this paragraph in its entirety and substitute the following revised paragraph:

1.2.1 Traffic Control

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 for the permanent and temporary traffic control will be made at the contract lump sum price for "Traffic Control". 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.

SECTION 01 53 00.01

Insert attached section “Temporary Flood Protection”.

SECTION 01 53 00.02

Delete section in its entirety.

SECTION 31 05 19.01 12

Page 2, paragraph 1.2 “Measurement and Payment”, delete this paragraph in its entirety and substitute the following revised paragraph:

1.2 MEASUREMENT AND PAYMENT

1.2.1 Separator Geotextile (Parking lot and Permanent Access Roads and Ramps)

Measurement for separator geotextile required for the permanent access roads, inspector's field office parking lot, and levee access ramp will be made per square yard. Payment for this separator geotextile will be by the contract unit price per square yard for "Separator Geotextile (Permanent access roads). Price and payment shall constitute full compensation for furnishing all plant, labor, materials, equipment and other components incidental thereto or as shown on the drawings.

1.2.2 Separator Geotextile (Alternate Access Roads)

Measurement for separator geotextile required for the alternate access roads will be made per square yard. Payment for this separator geotextile will be by the contract unit price per square yard for "Separator Geotextile (Alternate Access Roads). Price and payment shall constitute full compensation for furnishing all plant, labor, materials, equipment and other components incidental thereto or as shown on the drawings.

SECTION 31 62 16.00 12

Page 2, paragraph 1.2.1 “Measurement”. Insert the following paragraphs:

1.2.1.4 Horizontal Tie-Beam

Horizontal tie-beams will be measured for payment by the contract unit price per each.

1.2.1.5 Additional Bracing At Discharge Pipes

Additional bracing at the discharge pipes will be measured for payment by the contract unit price per each.

Page 3, paragraph, 1.2.2.2 “Driving H-Piles”, delete this paragraph in its entirety and substitute the following revised paragraph:

1.2.2.2 Driving H-Piles

Payment for driving permanent piles will be made at the contract unit price per linear foot for “Drive H-Pile, HP 14X89.” Price and payment shall constitute full compensation for handling, splicing, driving, measuring heave, redriving heaved piles, cutting off piles at the cutoff elevation, compiling driving records, backfilling voids around piles, and any other items incidental to driving piles to the required elevation.

Page 3, paragraph 1.2.2.3, “Install H-Pile Tie-Beams”. Delete this paragraph in its entirety and substitute the following revised paragraph:

1.2.2.3 Horizontal Tie-Beams

Payment for permanent tie-beams of A-Frame will be made at the contract unit price per each for "Horizontal Beam, HP 14X89". Price and payment shall constitute full compensation for furnishing, handling, on-site fabrication, steel plates, shims, painting, installing and other work incidental thereto.

Page 4, paragraph 1.2.2, Payment. Insert the following paragraph:

1.2.2.4 Additional Bracing At Discharge Pipes

Payment for additional bracing of tie beams at discharge pipes will be made at the contract unit price per each for "Additional Bracing At Discharge Pipes". Price and payment shall constitute full compensation for furnishing, handling, on-site fabrication, steel plates, shims, painting, installing and other work incidental thereto.

Page 6, paragraph 2.4, “W Sections Lengths”. Delete the number “940” under the TOTAL LINEAR FEET table heading and replace with “975”

SECTION 31 62 18.00 12

Page 2, subparagraph 1.3.2, “Load Frame and Test Piles”. Delete this paragraph in its entirety and substitute the following revised paragraph:

1.3.2 Load Frame and Test Piles

Pile test load frame and test piles will not be measured for payment.

Payment for the load frame and test piles will be made at the lump sum price for "Load Frame and Test Piles". Price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials for furnishing and driving five (5) test piles; load cell, and hydraulic jack;

driving all reaction/support piling; placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles; backfilling pulled pile holes, and all operations incidental thereto.

Page 5, paragraph 2.1 “TYPES AND PROPERTIES”. Delete second sentence in its entirety.

Page 5, paragraph 3.1, “PLACING TEST PILES”. Delete this paragraph in its

3.1 PLACING TEST PILE

Test piles shall be driven vertically to the tip elevation and within the designated pile load test area as shown on the drawings. The Contractor shall place two (2) compression piles (C-1 and C-2) and three (3) tension piles (T-1, T-2 and T-3) for testing. A variation from the vertical of not more than 1/4-inch per foot of longitudinal axis will be permitted. Any pile driven and not meeting the above requirements shall be pulled and redriven by the Contractor at no additional cost to the Government.

Page 6, paragraph 3.3.1.1, “Compression Test”, Delete this paragraph in its

3.3.1.1 Compression Test

Test piles shall be furnished in the lengths required and driven as directed by the Contracting Officer at the location shown on the drawings. Test pile C-1 will be subjected to a compression load test. A minimum time period of 21 days shall be allowed to elapse between driving all of the piles (compression, tension, and reaction piles) and the initiation of a compression test. If the results of the compression test on the pile are not acceptable, the Contracting Office will direct the Contractor to perform an additional compression test on pile C-2. There will be no payment nor additional time granted for delays incurred between driving of test piles and initiation of pile tests.

Page 6, paragraph 3.3.1.2, “Tension Test”, Delete this paragraph in its entirety and substitute the following revised paragraph:

3.3.1.2 Tension Test

Upon completion of satisfactory compression testing, the Contracting Officer will direct the Contractor to proceed with the tension test on pile T-

1. If the results of the tension test on the pile are not acceptable, the Contracting Office will direct the Contractor to perform an additional tension test on pile T-2. Upon completion of a satisfactory tension test on piles T-1 or T-2, the Contracting Officer will direct the Contractor to proceed with the tension test on pile T-3. There will be no payment nor additional time granted for delays incurred between compression and tension pile tests.

SECTION 31 62 20.00 12

Page 3, paragraph 1.4 SUBMITTALS, SD-02 Shop Drawings. Delete paragraph in its entirety and substitute the following revised paragraph

Pile placement Plans; G

Pile placement plans shall be submitted to the Contracting Officer for approval.

Page 14, 3.2.1 Lengths of Permanent Piles, remove in its entirety and substitute the following revised paragraph:

The lengths of piles required are indicated on the drawings. The Contractor shall provide piles in full length as indicated on the drawings without splices.

SECTION 32 15 00.00 12

Page 4, paragraph 1.4 Payment, Delete this paragraph in its entirety and substitute the following revised paragraphs:

1.4 PAYMENT

1.4.1 Permanent Access Roads

Payment for the surfacing materials required for the surfacing of the inspector's field office parking lot, access roads, levee access ramp, their maintenance, with the limitations specified in paragraphs "MAINTENANCE" and "Inspector's Field Office Parking Lot", and all the costs associated therewith shall be made at the contract unit price per cubic yard for "Permanent Access Roads". Price and payment shall constitute full compensation for subgrade preparation; furnishing all plant, labor, equipment, and materials; placing, spreading, compacting, and maintenance as shown on the drawings and specified herein.

1.4.2 Alternate Access Roads

Payment for the surfacing materials required for the surfacing of the alternate access roads, their maintenance, with the limitations specified in paragraph "MAINTENANCE", and all the costs associated therewith shall be made at the contract unit price per cubic yard for "Alternate Access Roads". Price and payment shall constitute full compensation for subgrade preparation; furnishing all plant, labor, equipment, and materials;

placing, spreading, compacting, and maintenance as shown on the drawings and specified herein.

1.4.3 Inspector's Field Office Parking Lot

Payment will be made for the surfacing materials required for the surfacing of the inspector's field office parking lot. Price and payment for the surfacing of the inspector's field office shall be included in the contract unit price per cubic yard for "Permanent Access Roads". Price and payment shall constitute full compensation for subgrade preparation; furnishing all plant, labor, equipment, and materials; placing, spreading, compacting, removal and offsite disposal with the limitations specified in section 01100 "GENERAL PROVISIONS", and maintenance as shown on the drawings and specified herein.

SECTION 32 31 13.53

Page 3 paragraph 1.2, “Measurement and Payment”. Remove paragraph in its entirety and substitute the following revised paragraphs:

1.2 MEASUREMENT AND PAYMENT

1.2.1 Chain Link Fencing

Measurement and payment for chain link fencing, and all costs in connection therewith, will be made at the contract unit price price per linear feet for "Chain Link Fencing". Price and payment shall constitute full compensation for furnishing all plant, labor, material, and equipment for construction of permanent chain link fencing as shown on the plans and specified herein.

1.2.2 Gates

Measurement and payment for gates in chain link fencing will be made at the contract unit price per each for "Gates". Price and payment shall constitute full compensation for furnishing all plant, labor, material, and equipment for construction of chain link fencing gates as shown on the plans and specified herein.

Drawings

SHEET IDENTIFICATION NO.’s C-01, S-01, S-02, S-19, S-20 and R-04. Delete these drawings in their entirety and substitute the attached revised drawings:

SHEET IDENTIFICATION NO.’s C-01, S-01, S-02, S-19, S-20 and R-04 therefore.

PTC-i Ed 10-056

Task Order No. 0001 – Project No. LGM-020B, Phase 1 Repairs at Golden Meadow Pump Station

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00010 Task Order Bidding Schedule 00700 Contract Clauses 00800 Wage Rates 00800 Affirmative Action Goals

*Note: Section 00130 – Proposal Evaluation Criteria for this task order is included in the MATOC solicitation package.

DIVISION 01 - GENERAL REQUIREMENTS

01100 General Provisions 01 32 16.00 20 Construction Progress Documentation 01 33 00 Submittal Procedures 01 42 00 Source for Reference Publications 01 45 02.00 10 Quality Control System (QCS) 01 45 04.00 12 Contractor Quality Control 01 50 00 Traffic Control And Coordination

* 01 53 00.01 12 Temporary Flood Protection

* 01 53 00.02 12 Deleted 01 57 20.00 12 Environmental Protection 01 57 23.00 12 Storm Water Pollution Prevention Plan 01 57 23.01 12 Truck Wash-Down Racks 01 78 02.00 10 Closeout Submittals 01 78 23 Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

02 37 20 Anchored Reinforced Vegetation System 02 41 00 Selective Demolition

DIVISION 03 - CONCRETE

03 11 14.00 12 Formwork for Concrete 03 15 13.00 12 Expansion Joints and Waterstops in Concrete 03 21 00.00 12 Reinforcing Steel 03 23 00 Steel Stressing Tendons and Accessories For Prestressed Concrete

PTC-ii Ed 10-056

03 31 00.00 12 Cast-in-Place Structural Concrete 03 45 33 Precast (Prestressed) Structural Concrete

DIVISION 5 – METALS

05 05 23 Welding, Structural 05 12 00.02 12 Structural Steel 05 50 00 Miscellaneous Metalwork 05 50 03.00 12 Metalwork Fabrication and Miscellaneous Provisions

DIVISION 9 – FINISHES

09 90 00 Paints and Coatings 09 97 02.01 12 Painting: Coal Tar Epoxy System

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

23 09 13.00 12 Valve Actuators 23 20 00.00 12 Piping Specialties

DIVISION 26 - ELECRTICAL

26 20 00 Electrical Distribution System (Under 600-Volts) 26 24 16.00 40 Panelboards 26 28 00.00 10 Integrated Facility Switchboard

DIVISION 31 – EARTHWORK

31 05 19.01 12 Separator Geotextiles 31 10 00 Earthwork 31 11 00.00 12 Clearing and Grubbing 31 23 17.00 10 Structural Excavation and Backfill 31 24 00.00 12 Embankment 31 41 16.00 12 Steel Sheet Piling 31 62 13.20 12 Prestressed Concrete Piles 31 62 16 .00 12 Steel H-Piles and W Sections 31 62 18.00 12 Pile Load Tests Steel H-Piles 31 62 19.00 12 Treated Structural Lumber *31 62 20.00 12 Timber Piles

PTC-iii Ed 10-056

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 15 00.00 12 Surfacing (Granular) 32 31 13.53 Chain Link Fences and Gates 32 34 00.01 12 Precast Concrete Bridge 32 34 00.02 12 Precast Concrete Bridge Deck Units 32 92 19.04 12 Turf Establishment and Maintenance

DIVISION 33 – UTILITIES

33 05 00.00 12 Modification to Existing Utilities 33 40 01.00 12 Corrugated Metal Pipe

DIVISION 34 – TRANSPORTATION

34 71 13.27 12 Guard Rail

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 20 01.00 12 Hydraulic Butterfly Valves 35 43 38.0012 Concrete Scour Protection

00010-3 Ed 10-056

SECTION 00010 – TASK ORDER BIDDING SCHEDULE

Larose to Golden Meadow, Hurricane Risk Reduction Project, Phase 1 Repairs at Golden Meadow Pumping Station, Lafourche Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

Mobilization and Demobilization

1 LS

0002 Safety Fence 1,700 LF

0003 Work Platform 1 LS

Videotape and Photographic Documentation

1 LS

Framed Sheet Pile Penetration

1 LS

0006* Traffic Control 1 LS

0007* Temporary Flood Protection

1 LS

0008 Silt Fences 3,100 LF

0009 Truck Wash-Down Rack(s) 1 LS

Anchored Reinforced Vegetation System

600 SY

0011 Selective Demolition 1 LS

Precast Discharge Pipe Bent

4 EA

0013 Valve Operating Platform 1 LS

48" Discharge Pipe Couplings

2 EA

30" Discharge Pipe Couplings

1 EA

0016* 48" Discharge Pipe 77 LF

0017* 30" Discharge Pipe 33 LF

Electrical Distribution System (Under 600-Volts)

1 LS

Integrated Switch Gear Systems

1 LS

0020* Separator Geotextile (Permanent Access Roads)

1,964 SY

0021* Separator Geotextile (Alternate Access Roads)

0021AA* First 3,334 SY 3,334 SY

00010-4 Ed 10-056

0021AB* All over 3,334 6,512 SY

0022 Clearing and Grubbing 1 LS

0023 Structural Excavation 2,300 CY

0024 Structural Backfill 1,050 CY

0025 Inspection Trench 410 CY

Embankment, Compacted Fill

1 LS

Steel Sheet Piling, Type

PZC-18

56,375 SF

14 inch Pile, Concrete Precast, Prestressed

2,728 LF

0029* Furnish H-Pile, HP 14X89 18,525 LF

0030* Drive H-Pile, HP 14X89 18,525 LF

0031 Steel W-Section, W18x65 975 LF

0032 Steel W-Section, W18x130 35 LF

Compression Pile Load Tests

0033AA First Compression Test 1 EA

0033AB

All Over 1 Compression Test

1 EA

0034 Tension Pile Load Tests

0034AA First Tension Test 1 EA

0034AB All Over 1 Tension Test 1 EA

0035 Load Frame and Test Piles 1 LS

Furnish and Drive Timber Piles

200 LF

0037 Permanent Access Roads 660 CY

0038* Alternate Access Roads

0038AA* First 650 CY 650 CY

0038AB* All Over 650 CY 1,266 CY

0039* Chain Link Fencing 410 LF

0040 Precast Concrete Bridge 1 LS

Turf Establishment and Maintenance

1 LS

00010-5 Ed 10-056

Modifications to Existing Utilities

1 LS

18-Inch Corrugated Metal Pipe

70 LF

0044 Guard Rail 100 LF

48" Discharge Pipe Butterfly Valve

2 EA

30" Discharge Pipe Butterfly Valve

1 EA

0047 Concrete Scour Protection

0047AA First 460 CY 460 CY

0047AB All Over 460 CY 100 CY

0048 Web Camera System 1 LS

0049* Gates 2 EA

0050* Horizontal Beam, HP 14X89

75 EA

0051* Additional Bracing At Discharge Pipes

4 EA

TOTAL: $________________

* Denotes a change from the previous bid sheet.

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.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/ebs/rapid_vendor_payment.asp http://www.mvn.usace.army.mil/ebs/rapid_vendor_payment.asp�

00010-6 Ed 10-056

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

Item Nos. 0021, 0033, 0034, 0038, and 0047 is subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its 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. 0021, 0033, 0034, 0038, and 0047.

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. 0021, 0033, 0034, 0038, and 0047 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. 0021, 0033, 0034, 0038, and 0047 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 No. NONE 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)

LGM 020B Golden Meadow P.S. Phase 1 Repairs Ed 10-056

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 53 00.01 12

TEMPORARY FLOOD PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT AND PAYMENT

1.3 REFERENCES

1.4 SUBMITTALS

1.5 QUALITY CONTROL

1.5.1 General

1.5.2 Reporting

1.6 DESIGN

1.6.1 Criteria

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL

3.2 REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 53 00.01 12 Page 1

SECTION 01 53 00.01 12

TEMPORARY FLOOD PROTECTION

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, materials, equipment, and performing all operations necessary for designing, installing, and removing temporary flood protection for reaches where the existing flood protection system will be breached by demolition of existing floodwalls. Temporary flood protection is not considered hurricane protection, but is intended to prevent flooding during normal high water events (high tides, heavy rains and etc.). The emergency gap closure plan is intended for hurricane protection. See Section 01100 GENERAL PROVISIONS, paragraph EMERGENCY GAP CLOSURE PLAN.

1.2 MEASUREMENT AND PAYMENT

No measurement or payment will be made for work included in this section.

All costs in connection therewith shall be included in the contract prices for the items of work to which the work is incidental.

1.3 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. ARMY CORPS OF ENGINEERS (USACE)

HSDRRSDG (2008) Hurricane and Storm Damage Risk Reduction System Design Guidelines (New Orleans District)

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

Temporary Flood Protection Plan; G, RO

The Contractor shall submit for approval the proposed plan to accomplish the specified temporary flood protection. The submittal shall include, but not necessarily be limited to the following:

(1) Design and layout of temporary flood protection works.

(2) Methods and duration of maintenance of temporary flood

SECTION 01 53 00.01 12 Page 2 protection.

(3) Methods, sequence, and equipment and materials to be used for drainage of excavations for floodwall demolition and floodwall replacement.

(4) Method and sequence of removal, including disposal of materials.

1.5 QUALITY CONTROL

1.5.1 General

The Contractor shall establish and maintain quality control for temporary flood protection plan operations to assure compliance with contract requirements and maintain records for his quality control for all construction operations including but not limited to the following:

(1) Equipment. Type, size, and suitability for construction of the prescribed work.

(2) Construction. Location and identification of items installed, percentage of work accomplished, status of drainage provisions.

1.5.2 Reporting

The original and two copies of these records of inspections and tests, as well as the records of corrective action taken, shall be furnished to the Government daily. Format of the report shall be as prescribed in Section 01 45 04.00 12 CONTRACTOR QUALITY CONTROL.

1.6 DESIGN

1.6.1 Criteria

The temporary flood control structures shall be designed for a minimum top elevation of +4.0 NAVD 88 (200.65) in accordance with New Orleans District HSDRRSDG available at http://www.mvn.usace.army.mil/eng/hurrdesign.asp.

Subsurface design parameters are provided in a table attached at the end of this section. At his option the Contractor may design the temporary flood control structures to a higher elevation to provide superiority over the adjacent existing flood protection structures. The temporary flood protection structures shall be constructed of materials and in such manner that they will not be subject to detrimental erosion that could lead to their failure. Construction of the temporary flood control structures shall in no way affect the stability of the existing flood protection.

Design of the temporary flood control structures is the sole responsibility of the Contractor, and shall be performed and sealed by a registered professional engineer licensed to practice in the State of Louisiana.

The Contractor shall submit to the Contracting Officer for his approval copies of the professional engineers design along with drawings showing the layout of the proposed temporary flood control structures with all pertinent dimensions and material types and sizes to be used in construction of the structures. The copies submitted shall be in bound form.

SECTION 01 53 00.01 12 Page 3

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall not perform any work on temporary flood protection prior to receipt of written approval by the Contracting Officer of the Contractors plan of temporary flood protection. Demolition of existing floodwalls shall not begin until necessary approved temporary flood protection is in place. The Contractor shall indemnify and hold the Government harmless against any loss or damage sustained by the Contractor arising out of or attributable to failure of temporary flood protection structures of his own design.

3.2 REQUIREMENTS

(1) Temporary flood protection will be required whenever a reach of the existing floodwall is removed until the replacement floodwall is sufficiently completed to withstand flood waters. Sufficiently completed is defined as the time when the concrete in the replacement floodwall reaches a compressive strength of 4000 psi and all earthwork incidental to the floodwall replacement has been completed.

(2) The Contractor's construction of the temporary protection or cofferdam shall in no way affect the stability of the existing flood protection or flood protection constructed under this contract.

(3) The Contractor shall maintain as necessary all temporary flood control, including maintaining and operating drainage facilities, during the time they are required.

(4) The Contractor shall remove all temporary flood control structures, and incidental features thereto when no longer required. All materials used in providing temporary flood control structures, and any debris generated during their removal becomes the property of the Contractor and shall be removed from the job site prior to completion.

(5) Where voids are induced by removal operations, the Contractor shall pump out all seepage and rainwater and backfill to within 3 feet of the ground surface with a tremie-placed slurry. The slurry shall consist of one part cement, two parts bentonite and six parts sand mixed with enough water to produce a slurry viscous enough to thoroughly fill the voids but have no less than 12 pounds of solids per gallon. The upper 3 feet shall be filled with suitable backfill. Suitable backfill and compaction requirements shall be as defined in Section 31 23 16.16 12 STRUCTURAL

EXCAVATION AND BACKFILL.

-- End of Section --

SECTION 01 53 00.01 12 Page 4

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NOTE 7

FLOOD SIDE

PROTECTED SIDE

STATION

PUMP

EXIST.

N

PROJECT BASELINE

SCALE: 1"=50’-0"

EXISTING SITE AND DEMOLITION PLAN

100’0 50’

SCALE:1"=50’

EXIST. R/W (TYP.)

B-1

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GROUTED RIP-RAP

LIMITS OF EXIST.

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C/L

EXIS

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GATE

VEGETATION SYSTEM REMOVAL

LIMITS OF ANCHORED REINFORCED

4+00

5+0

6+0

7+0

8+0

+0

+3

+0

EXIST. BRIDGE (DO NOT USE)

EXIST. SHED (DO NOT DISTURB)

C/L EXIST. BRIDGE

EXIST. BRIDGE (DO NOT USE)

EXIST. FUEL TANK AREA

EXIST. 30" STEEL DISCHARGE PIPE

LIMITS OF CONSTRUCTION

EXIST. 48" STEEL DISCHARGE PIPES

PERSON JIMMY BADEAUX 985-791-1536)

WITH THE SOUTH LAFOURCHE LEVEE DISTRICT (CONTACT

LOCATION AND TIMING OF RELOCATION TO BE COORDINATED

RELOCATED BY OWNER PRIOR TO CONSTRUCTION. NEW

PORTABLE BUILDING (BOAT LAUNCH PAY STATION) TO BE

S E

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NOTE 4

NOTE 2

SEE

3 & 13

NOTES

SEE

S E E N

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EXIST. CHAIN LINK FENCE TO BE

SCALE: 1"=10’-0"

DEMOLITION

SHEET PILE I-WALL

SCALE: 1"=10’-0"

DEMOLITION

CONCRETE I-WALL

EXIST. STEEL SHEET PILE

.0

2.0’

0.5’

.0

.4

2.0’

DISCHARGE PIPES - DEMOLITION

CONCRETE I-WALL NEAR

EXIST. GRADE

EXIST. GRADE EXIST. GRADE

.5

4.0’

2.0’ 2.0’

8.0’

OR REQ’D. DEGRADE

1’-0" BELOW EXIST. GRADE

CUT/BURN EXIST. SHEET PILE

REMOVE CONC. CAP

REQ’D. DEGRADE

BELOW EXIST. GRADE OR

CUT/BURN EXIST. SHEET PILE

OR REQ’D. DEGRADE

1’-0" BELOW EXIST. GRADE

CUT/BURN EXIST. SHEET PILE

REMOVE CONC. CAP

(SEE DETAIL THIS SHEET)

W/ STEEL SWING GATE

CONRETE GATE MONOLITH

SIDE

PROTECTED

SIDE

FLOOD

SIDE

FLOOD

SIDE

PROTECTED

SIDE

FLOOD

SIDE

PROTECTED

SIDE

FLOOD

SIDE

PROTECTED

OR REQ’D. DEGRADE

EXIST. GRADE

PILE 1’-0" BELOW

CUT 14" SQ. CONC.

(1’-8"x2’-9"x19’-6) &

REMOVE CONC. CAP

EXIST. PILE BENT.

EXIST. DISCHARGE PIPE

REMOVE & REPLACE

22.2’

.7

W14x38

W14x48

HINGE

" SKIN PL2

EXIST. GRADE

" STIFF. PL. (TYP.)2

DEMOLITION (2 LOCATIONS)

CONCRETE GATE MONOLITH

SCALE: 1"=10’-0"

REMOVAL (2 LOCATIONS)

EXIST. STEEL SWING GATE

REQUIREMENTS.

ABOVE FOR DEMOLITION

GATE MONOLITH). SEE PLAN

CONCRETE PILES (12 PER

12"x12" PRESTRESSED

SCALE: 1"=10’-0"

DEMOLITION (2 LOCATIONS)

PLAN - CONC. GATE MONOLITH

FLOOD SIDE

PROTECTED SIDE

WALL STEM TO BE REMOVED

CONCRETE BASE SLAB &

(4 TYP.)

VERT. PILES

12" SQ. CONC.

DOWN TO 1’-0" BELOW GRADE

SHEET PILE TO BE CUT / BURNED

DOWN TO 1’-0" BELOW GRADE

SHEET PILE TO BE CUT / BURNED

PUMPED SAND.

PILE REMOVAL WITH

CREATED DURING

BACKFILL ANY VOIDS

1’-0" BELOW GRADE.

REMAINING PILES AT

REMOVE TOPS OF

TO BE REMOVED (AT

DENOTES EXIST. PILE

4V:1H (4 TYP.)

BATTERED PILES

12" SQ. CONC.

FLOOD SIDE

2V:1H (4 TYP.)

PILES

BATTERED

12" SQ. CONC.

PROTECTED SIDE

30.0’

.0

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- DEMOLITION AREA

12.

REQUIREMENTS.

REFER TO SPECIFICATIONS SECTION 01100 PARAGRAPH 25 FOR SPECIAL WORK11.

10.

PROTECTION. DISPOSE OF AT THE DIRECTION OF THE CONTRACTING OFFICER.

CONFLICT WITH CONSTRUCTION OF H-PILE BRACING AND CONCRETE SCOUR

REMOVE EXISTING ARTICULATED CONCRETE MAT WHERE IT IS IN DIRECT9.

CONCRETE SCOUR PROTECTION. SEE SHEET C-12.

GEOSYNTHETIC MATERIAL TO UNDERLAY NEWALLOW FOR EXISTING

DIRECT CONFLICT WITH H-PILE BRACING AND CONCRETE SCOUR PROTECTION.

REMOVE EXISTING GEOSYNTHETIC MATERIAL IN THIS AREA WHERE IT IS IN8.

REMOVE EXISTING STEEL PIPE FENCE.7.

& SECTION 01100 OF THE SPECIFICATIONS.

ADJACENT TO FLOODWALL) TO BE REMOVED AND REPLACED (SEE SHEET C-09

6.

SPECIFICATIONS. REMOVE GROUTED RIP-RAP ON PROTECTED SIDE OF WALL.

MINIMUM EXTENT REQ’D. TO FACILITATE NEW CONSTRUCTION. SEE

CONCRETE I-WALL TO BE REMOVED. SHEET PILE TO BE EXTRACTED TO THE5.

PROTECTED SIDE OF WALL.

CUT/BURNED TO 1’-0" BELOW GRADE. REMOVE GROUTED RIP-RAP ON

CONCRETE I-WALL AT DISCHARGE PIPES TO BE REMOVED. SHEET PILE TO BE 4.

BELOW PILE CAP.

EXISTING GATE MONOLITH ARE TO REMAIN. REMOVE TOP OF PILE TO 1’-0"

CONCRETE GATE MONOLITH TO BE REMOVED. CONCRETE PILES UNDER3.

BELOW GRADE. REMOVE GROUTED RIP-RAP ON PROTECTED SIDE OF WALL.

CONCRETE I-WALL TO BE REMOVED. SHEET PILE TO BE CUT/BURNED TO 1’-0"2.

RIP-RAP ON PROTECTED AND FLOOD SIDE OF WALL.

SHEET PILE TO BE CUT/BURNED TO 1’-0" BELOW GRADE. REMOVE GROUTED1.

NOTES:

PLAN DETAIL ABOVE.

FLOODWALL. REMOVE TOP OF PILE TO 1’-0"BELOW PILE CAP. SEE

EXCEPT 4 BATTERED PILES ON PROTECTED SIDE OF EXIST.

UNDER EXISTING GATE MONOLITH ARE TO REMAIN,

CONCRETE GATE MONOLITH TO BE REMOVED. CONCRETE PILES 13.

AND EXISTING STEEL GATES.

- DEMOLITION STAGING AREAS FOR GROUTED RIP RAP

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SCALE:1/4"=1’

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SCALE:3/4"=1’

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SCALE:1/2"=1’-0"

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PROTECTED SIDEFLOOD SIDE

(TYP.)

EL. 9.80

EL. 13.80

TYP., EACH SHEET PILE

1’-0"

5’-6"

3’-6"1’-0"

EL. 6.00

SEE DWG. C-08

SCOUR PROTECTION,

@ C/L OF HP14x49

"x6" F.B. STIFFNER4

(T

Y P

TYP.

C/L REQ’D. STEEL SHEET PILE

TIP EL. (-)105.80

PILE x 115’ (75 REQ’D.)

HP14x89 STEEL

TIP EL. (-)115.50

PILE x 132’ (75 REQ’D.)

HP14x89 STEEL

FLOOD SIDE

EL. 9.80

EL. 13.80

EL. 6.00

SEE DWG. C-08

SCOUR PROTECTION,

STEEL SHEET PILE

REQ’D. PZC18

(T

Y P

TYP.

C/L REQ’D. STEEL SHEET PILE

"=1’-0"4

3SCALE:

SECTION

B

PILE CORRUGATION

FACE OF SHEET

PROTECTED SIDE

" STIFFNER (TYP.)4

PILE BRACES (TYP.)

CENTERED ON

" STIFFNERS, 4

FIT WITH PL’S.)

W18x130 (SHIM TO

TYP.

TYP.

W18x65

(SHIM TO FIT WITH PL’S.)

W18x65 or W18x130

PILE

STEEL SHEET

REQ’D. PZC18

SIDE

PROTECTED

" X 18" X 18" (TYP.)4

FACE PLATE

PL’S (TYP.)

" STIFF.4

"=1’-0"4

3SCALE:

SECTION

A

(N.S. & F.S.)

END PL ONLY

"2

1"

.1

BACKFILL

COMPACTED

BACKFILL

COMPACTED

TYP.

W18 TO PZC18

TYP.

W18 TO PZC18

*W18x65

*HP14x89

*HP

x8

H P x

HP14x89**

ADJUST HP14x89 HORIZONTAL BEAM TO MINIMIZE GAP BETWEEN SHEET PILE & W18 TO REDUCE OR ELIMINATE SHIMMING.

INDICATES ADDITIONAL BRACING AT DISCHARGE PIPES (4 LOCATIONS ONLY)

NOTE BELOW)

STIFFENER (SEE

" EXTENDED4

AT DISCHARGE PIPES, NOTE 1, THIS DRAWING.

3 LOCATIONS ONLY. SEE PARTIAL PLAN - BRACING

NOTE:

"=1’-0"4

1SCALE:

PARTIAL PLAN - BRACING AT DISCHARGE PIPES

W18x65 W18x65

1’-6"

EQ.EQ. EQ. EQ.

H P x

H P x

H P x

H P x

A

1’-6"1’-6"

W18x65 W18x65

PZC18 SHEET PILE

3’-0" "4 325’-11 3’-0"

HOLE @ MID POINT OF BEAM WEB.

CLEAN HOLE OF ROUGH EDGES OR

BURN SLAG & TOUCH UP WITH PAINT

PER SPECIFICATIONS (TYP.)

P

IP

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D

IS

C H

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C /L

P

IP

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D

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C H

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C /L

P

IP

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C /L

1’-6"

B

1N O

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S E

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1N O

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S E

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S E

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SEE NOTE 1

S E

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A .7

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S T

A .7

S E

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S T

A .8

S E

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S T

A .8

BOX (TYP.)

EXIST. VALVE

(LOW)

W18x130

(HIGH)

W18x65

3’-0" 3’-0"

ADDITIONAL BRACING TO BE INSTALLED AT THIS LOCATION (4 TOTAL).2.

EDGE OF STIFFENER INTERFACES WITH PROTECTED SIDE FACE OF SHEET PILE CORRUGATIONS.

3THREE EXTENDED 1.

NOTES:

D

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PROTECTED SIDE

SIDE

FLOOD

W18x130 W18x65

W18x130 W18x65

PLAN

ELEVATION (SHEETING NOT SHOWN)

W18 TO PZC18

SCALE: 1/2"=1’-0"

DETAIL - W18 SPLICE

PZC18 SHEET PILE

3 (T Y

P

WEB

WEB ELEVATION

SECTION THRU WEB

SCALE: 1/2" = 1’-0"

HP PILE SPLICE

PLATES

C/L SPLICE

REMAINING EDGES (TYP)

1’’ RETURN, SEAL WELD

1/3L (MAX.)

L = PILE LENGTH

PILE CUT-OFFPILE TIP

PILE CUT-OFFPILE TIP

PLATES AS REQUIRED.

FOR FLUSH FIT OF OVERLAPPING SPLICE

GROOVE WELDS SHALL BE GROUND SMOOTH

BEFORE THE GROOVE WELDS ARE MADE.

THE FOUR FLANGE PLATES SHALL BE IN PLACE

NOTE:

(ONE SIDE ONLY)

x 9 x 0’-9’’8

3PL

x 0’-9’’ (BOTH FLANGES)2 1 x 38

3PL

x 0’-9’’2 1 x 38

3PL

x 9 x 0’-9’’ (ONE SIDE ONLY)8

3PL

x 0’-9’’2 1 x 38

3PL

A

W18x65

H P x

H P x

H P x

13’-6" (TYP. - U.N.O.) 13’-6" (TYP. - U.N.O.)

BRACING LOCATION TABLE

SEE DWG. C-02 FOR SHEET PILE

BRACING LOCATION TABLE

SEE DWG. C-02 FOR SHEET PILE

EQ. EQ. EQ. EQ.

"=1’-0"4

1SCALE:

PARTIAL PLAN - SHEET PILE BRACE SPACING

PILE

SHEET

PZC18

OF BEAM WEB. CLEAN HOLE OF ROUGH EDGES OR BURN

SLAG & TOUCH UP WITH PAINT PER SPECIFICATIONS (TYP.)

SIM.

PROTECTED SIDE

SIDE

FLOOD

S-02

X

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P S

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P L

A N A

N D E

L E

V A

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0 10’ 20’

SCALE: 1"= 10’

R

E V

IS

E D E

L E

V

C A

L L

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IC

IT

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N N

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A M

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D W

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IG

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D B

Y

D E

S C

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N

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2 3

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4 5

A

B

M A

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A P

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D A

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IL

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IT

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IP

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C O

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R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

:1

F

IL

E d m

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P la n r o f

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P S .d g n

D A

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New Orleans District

U .S

A R

M Y C

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P S O

F E

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IN

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N E

W O

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A N

S D

IS

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IC

T

N E

W O

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A N

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U

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A N

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H

IT

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G E

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H -4 -4

-7 d -m

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P la n P ro fi le G

M P

S .d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

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IS

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N A

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IN

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DISCHARGE TUBE

C/L EXIST. 48"

DISCHARGE TUBE

C/L EXIST. 48"

DISCHARGE TUBE

C/L EXIST. 30"

SCALE: 1"=10’-0"

PLAN OF GOLDEN MEADOW PUMPING STATION

SUPPORT BENT (3 REQ’D.)

REQ’D. TYPE 1 CONC. PIPE

SUPPORT BENT (1 REQ’D.)

REQ’D. TYPE 2 CONC. PIPE

S-05 FOR ENLARGED PLAN)

VALVE PLATFORM (SEE DWG.

(TYP. 3 PLACES)

CONC. PILE TO REMAIN

EXIST. CONC. BENT AND

B E

N T

B E

N T

B E

N T

B E

N T

TYPICAL H-PILE BRACING

WALL TIP EL. -41.2

REQ’D. PZC-18 SHEET PILE

H-PILE BRACING

H-PILE BRACING

DISCHARGE TUBE

C/L EXIST. 48"

SCALE: 1"=10’-0"

ELEVATION PROFILE OF GOLDEN MEADOW PUMPING STATION

AUTHORIZED EL. +13.80

CONC. PILE TO BE REMOVED

EXIST. CONC. BENT AND

EL. +10.8

3’-5" 6’-10" 4’-0"

PROTECTED SIDE FLOODSIDE

3’-0" 18’-3"

3’-0"3’-0"

4’-0"

WALL TIP EL. -41.2

REQ’D. PZC-18 SHEET PILE

SEE DWG. C-09 FOR ADDITIONAL INFORMATION

NOTE:

SUPPORT BENT (1 REQ’D.)

REQ’D. TYPE 2 CONC. PIPE

C/L EXIST. I-WALL

WALL; TIP EL. -15.9

EXIST. PZ-22 SHEET PILE

(TYP. 3 PLACES)

CONC. PILE TO REMAIN

EXIST. CONC. BENT AND

C/L VALVE

B E

N T

B E

N T

B E

N T

B E

N T

H-PILE BRACING (BEYOND)

EXIST. CONC. CAP TO BE REMOVED

REQ’D. TYPE 1 CONC. PIPE SUPPORT BENT (3 REQ’D.)

REQ’D. GRADE LINE; SEE CIVIL DRAWINGS

REQ’D. FRAMED SHEET PILE PENETRATION; SEE SHEET S-07

REQ’D. FLANGED PIPE SPOOL PIECE (INTERGRAL WITH SHEET PILE PENETRATION)

TOP OF PIPEREMOTE

LOCAL

(YES)

CLOSE

OPEN

Lm rque

S-19

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D A

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M A

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D E

S C

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IP

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N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

:1

F

IL

E d m

S

C o m p r e s s io s t .d g n

D A

T E

T

IM

E

:4

:5

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

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N E

W O

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A N

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N A

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A N

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C o m p re s s io n P il e T e s t.

d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

F O

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C H

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A R

IS

H L

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IS

IA

N A

L A

R O

S E T

O G

O L

D E

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D O

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A N

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IS

K R

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R O J E

C T

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A S

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A

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S A

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IN

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UNLES

S

NOTED

MANDATORY.

IS

F

OR

IL

LUSTRATI

ON

PURPOSES

O

NLY,

THE

LOADI

NG

FRAME

AND

TES

T

APP

ARATUS

DEAD LOAD NOTES

8’ MIN. (MANDATORY) 8’ MIN. (MANDATORY)

C/L TEST PILE

C /L T

E S

T P

IL

E

N U

M B

E R S

P A

C

IN

G A

N D L

E N

G T

H O

F

S U

P P

O R

T P

IL

E S V

A R

IE

S W

IT

H

D E

A D L

O A

D R

E Q

U

IR

E M

E N

T S

1. LOADING FRAME SHOWN WITHOUT DEAD LOAD.

PARTICULAR DEAD LOAD TEST.

2. CONTRACTOR TO PROVIDE PILE LAYOUT FOR EACH

WITH CHAINS AND BINDERS.

3. SECURE DEAD WEIGHT LOAD TO LOADING FRAME

MANDATORY LOADING FRAME NOTES:

CONTRACTING OFFICER FOR APPROVAL.

OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE

4. DESIGN OF THE LOADING FRAME IS THE RESPONSIBILITY

MOVEMENT WILL BE AWAY FROM THE BEAM.

AND ON THAT SIDE OF THE REFERENCE BEAM WHERE THE

RESTING ON THE REFERENCE BEAM IN THE COMPRESSED POSITION

1. DIAL GAGE SHOULD BE ATTACHED TO THE PILE WITH THE STEM

2. READINGS ON THE OPPOSITE SIDES…