amendment_03.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

Reference W912P818B0019, New Orleans to Venice, Hurricane Protection System, NOV-NF-W-06B.5, Magnolia Pump Station, Plaquemines Parish, Louisiana. This solicitation is amended as follow s:

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

1 12

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

16C. DATE SIGNED

BY 09-Feb-2018

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 W912P818B0019

X 9B. DATED (SEE ITEM 11)

04-Jan-2018

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

09-Feb-2018

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:

W912P818B0019

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

SECTION 00010

Pages 3, 4, 5, 6, and 7. Delete these pages in their entirety and substitute the attached revised pages 3, 4, 5, 6, and 7 therefore.

SECTION 01100

1. Page 29, paragraph 27. Delete this paragraph in its entirety and substitute the following therefore: “27. RESERVED.”

2. Page 30, paragraph 29. Delete this paragraph in its entirety and substitute the following therefore:

“29. SPECIAL WORK REQUIREMENTS (HIGH POINT PIPELINE)

The seepage cut-off sheet piling (permanent sheets) and the temporary retaining structure sheet piling shall be installed using a non-impact, vibratory hammer within 5 feet of the High Point gas pipelines, unless the utility owner has more stringent requirements, in which case follow the utility owner’s requirements. All sheet piling shall be driven to the depths shown on the Government approved sheet piling shop drawings, submitted by the Contractor. The Contractor shall monitor the vibration limits as stated in paragraph “VIBRATION

MONITORING”.”

SECTION 01 32 17.00 20

Page 6, paragraph 1.7.2.5. Delete this paragraph in its entirety and substitute the following

“1.7.2.5 Cost Loading

See Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) paragraph “Finances” for cost loading requirements.”

SECTION 01 33 00

Page 6, paragraph 1.8. Delete this paragraph in its entirety and substitute the following

“1.8 SUBMITTAL REGISTER

At the end of this section is a Submittal Register showing items of equipment and materials for which submittals are required by the specifications; this submittal register may not be all inclusive and additional submittals may be required. The Contractor shall maintain a submittal register for the project in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM). The Government will provide the initial Submittal Register in electronic format. Thereafter, the Contractor shall maintain a complete list of all submittals, including completion of all data columns. Dates on which submittals are received and returned by the Government will be included in its export file to the Contractor. The Contractor shall track all submittals.”

SECTION 01 45 02.00 10

Delete this section in its entirety and replace with the attached new Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) therefore.

SECTION 01 45 04.00 10

Page 5, paragraph 3.4.2. Delete this paragraph in its entirety and substitute the following

“3.4.2 CQC System Manager

The Contractor shall identify as CQC System Manager an individual within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The CQC System Manager shall be a construction person with a minimum of 3 years (full time) experience in related equivalent work. This CQC System Manager shall be on the site at all times during construction and shall be employed by the prime Contractor. The CQC System Manager may not have any other duties than quality control, and when the alternate QCM is activated, he/she shall also have no other duties other than quality control. An alternate for the CQC System Manager shall be identified in the plan to serve in the event of the System Manager's absence. The requirements for the alternate shall be the same as for the designated CQC System Manager.”

SECTION 01 53 00.02 12

Page 2, paragraph 1.2. Delete this paragraph in its entirety and substitute the following

“1.2 MEASUREMENT AND PAYMENT

No measurement will be made for the temporary retaining structures. Payment will be made at the applicable contract job price for “Temporary Retaining Structures” and “Temporary Retaining Structures Utility Modification (Highpoint Gas Pipelines)”. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment;

designing, furnishing, installing, maintaining, and removing the temporary retaining structures and all other work incidental thereto. All work associated with the TRS for the Highpoint Gas Pipelines shall be included in the bid item for “Temporary Retaining Structures Utility Modification (Highpoint Gas Pipelines)”. All work associated with any other TRS shall be included in the bid item for “Temporary Retaining Structures”.”

SECTION 05 50 04.01 12

Page 12. Add the following new paragraph to the end of this section.

3.11 PIPE SUPPORTS

Steel pipe supports and straps shall be installed as shown on the drawings. Support includes neoprene pads and Teflon slide surfaces as shown on the drawings.

SECTION 31 23 00.00 12

1. Page 2, paragraph 1.2. Delete this paragraph in its entirety and substitute the following

“1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, equipment, and materials, and performing all operations necessary for stockpiling materials and for excavation in borrow areas, excavation for new drainage ditch, excavation of new discharge channel, removal of excess and unsuitable material, and all other excavation incidental to the construction of embankments, ditches and channels, as specified herein or as shown on the drawings.”

2. Page 4, paragraph 1.3.4. Delete this paragraph in its entirety.

3. Page 5, paragraph 1.4.4. Delete this paragraph in its entirety.

4. Page 6, paragraph 3.3.2. Delete this paragraph in its entirety and substitute the following

“3.3.2 New Drainage Ditches and Discharge Channels

New Drainage ditches and discharge channels shall be excavated to the cross sections, lines, and grades shown on the drawings. Excavated excess and unsuitable material for new drainage ditches and channels shall become the property of the Contractor and shall be disposed of in accordance with all applicable Federal, State, and local laws.”

SECTION 31 23 16.16 12

1. Page 2, paragraph 1.1. Delete this paragraph in its entirety and substitute the following

“1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, materials, equipment, and performing all operations necessary for stockpiling materials, preload excavation, structural excavation and backfill for the pump station structure, floodwalls, intake walls, levee tie-ins, and all other incidental work specified herein or as shown on the drawings.”

2. Page 4. Add the following new paragraph after paragraph 3.1.2:

“3.1.2.1 Compacted Backfill

Compacted Backfill shall be compacted in accordance with Section 31 24 00.00 12

EMBANKMENT.”

SECTION 31 62 13.20 12

Page 9, paragraph 1.8.2. Delete this paragraph in its entirety and substitute the following

“1.8.2 Reporting

The original and two copies of these records and reports, as well as corrective action taken, shall be furnished the Government daily. Format of the report shall be as prescribed in Section

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS

CM).”

SECTION 31 62 16.00 12

Page 5, paragraph 3.2. Delete this paragraph in its entirety and substitute the following

“3.2 DRIVING

H-piling shall be driven by an approved steam, air or diesel drop, single acting, double-acting, or differential- acting pile driving hammer. The size and capacity of the hammer shall be as recommended by the manufacturer for the pile weights and soil formations to be penetrated.

No drilling or jetting will be allowed before or during driving operations without Contracting Officer's written approval. The hammer shall be operated at all times at the steam or air pressure and at the speed recommended by the manufacturer. Boiler or compressor capacity shall be sufficient to operate the hammer continuously at full rated speed. Pile drivers shall have firmly supported leads extending to the lowest point the hammer must reach to maintain the hammer in proper alignment at all times. Each pile shall be driven continuously and without voluntary interruption except for splicing until the required depth of penetration has been attained. Deviation from this procedure will be permitted only in case the driving is stopped by causes which could not reasonably have been anticipated. Any pile that cannot be driven to the required depth because of an obstruction shall, as directed by the Contracting Officer, be pulled and another pile driven adjacent thereto, be cut off and used, or be abandoned as directed by the Contracting Officer. The Contractor shall make observations to detect any uplift of piling already driven and uplifted piling shall be backdriven to the original penetration, at no additional cost to the Government. Piling shall not be driven within 100 feet of concrete less than 7 days old nor within 30 feet of concrete less than 28 days old. The Contractor shall provide every facility for the Contracting Officer to inspect and record data relative to pile driving operations. This data shall include blows and ram drop (in inches) per foot of pile penetration, final tip elevation, and blows per inch prior to seating.”

SECTION 31 62 17.00 12

1. Page 10. Add the following new paragraph after paragraph 2.1.4:

“2.1.5 Dimension Tolerances

a. Out-of-Roundness: The out-of-roundness tolerance shall be within 1% of the nominal outside diameter.

b. Straightness: The straightness, in units of feet, shall not exceed 0.002 times the length of the pile. The length of the pile shall be measured in inches. See Appendix A , Figure 1 attached at the end of this Section for additional clarification.

c. Radial Offset: A maximum radial offset of 1/8 inch shall be permitted. The offset shall be transitioned with a taper weld at the slope not less than 1 times the thickness on 2.5 times the length. See Appendix A, Figure 2 at the end of this Section for additional clarification.

d. Weld Reinforcement (Bead Height): The weld reinforcement (bead height) shall not be greater then 3/16”.

e. Misalignment of Weld Beads: Misalignment of the weld beads shall not exceed 1/8 inch. This applies only to double-sided welded pipe. See Appendix A, Figure 3 at the end of this Section for additional clarification.

f. Wall Thickness: The wall thickness tolerance is 0 % for less than what is indicated on the contract drawings and 10% for a greater wall thickness.

g. Outside Diameter: The tolerance for the outside diameter shall be within 0.5% of the nominal size.”

2. Page 16. Add the following new paragraphs as follows:

“3.2 STRUCTURAL AND WELDING TEST

Favorable results for these tests are required before driving of piles can commence:

a. CVN Impact Test: Charpy V Notch (CVN) testing shall be conducted in accordance with ASTM A 370. A CVN impact test shall be conducted on the base metal once per heat and shall be conducted on the weld metal once per 50 piles. A minimum average absorbed energy of 20 foot-pounds and the minimum individual value of 15 foot-pounds shall be obtained at 0 degrees Fahrenheit. Tests shall be conducted for each different pipe pile section.

b. Results of Macrotech Test: The weld specimens shall be prepared with a finish suitable for macrotech examination. A suitable solution shall be used for etching to give a clear definition of the weld. The weld shall have complete joint penetration, thorough fusion between weld metal and base metal, no cracks and no undercut exceeding 1/32”.

c. Results of Selected Test Coupons.”

3.3 TESTING OF MECHANICAL PROPERTIES

Favorable results of these tests are required before the driving of spiral welded piles can commence:

3.3.1 Tensile Tests

3.3.1.1 Tensile Testing Specimens

Tensile test orientation shall be relative to the pile. At the option of the manufacturer, the specimen may be either full section, strip specimen or round bar specimen.

3.3.1.2 Tensile Testing Frequency

Tensile test shall be made at the frequency of one per 50 piles.

3.3.1.3 Longitudinal Tensile Test

At the option of the manufacturer, longitudinal test may utilize a full specimen, or for pipe with a wall thickness greater than ¾” a ½” diameter round bar specimen. The strip specimen shall be tested without flattening.

3.3.1.4 Transverse Tensile Tests

The transverse tensile properties shall be determined as follows: The yield strength, ultimate strength and elongation values shall be determined on a flattened rectangular specimen. The same method of testing shall be employed for all lots for a given pile diameter and wall thickness. All specimens shall represent the full wall thickness of the pipe from which the specimen was cut.

3.3.1.5 Weld Tensile (Reduced Section Tension) Tests

The weld tensile test specimens shall be taken at 45 degrees to the weld with the weld at the center, and shall represent the full wall thickness of the pipe from which the specimen was cut.

Weld reinforcement shall not be removed unless directed by the Contracting Officer.

3.3.2 Flattening Tests

Flattening test shall be performed as directed by the Contracting Officer’s representative.

3.3.3 Guided – Bend Test

The test specimens shall be taken from the spiral welded pipe of each combination of outside diameter and wall thickness containing skelp weld ends. The specimens shall not contain repair welds. Test shall be in accordance with AWS D1.1/D1.1M, Clause 4. One test per 50 piles.”

3. Add the attached new APPENDIX A: Dimensional Tolerances Supplemental Sketches to the end of this section.

SECTION 32 92 19.04 12

Page 10, paragraph 3.4.1. Delete this paragraph in its entirety and substitute the following

“3.4.1 General

The applicable seed shall be sown at the rate and time as indicated in the table below, unless otherwise specified in the approved Turf Establishment Plan. A method of sowing shall be employed; using approved mechanical power-drawn seeders, mechanical hand- seeders, broadcast-seeders, or other approved methods. When delays in operations extend the work beyond the most favorable planting season for the species designated, or when conditions are such by reason of drought, high winds, excessive moisture, or other factors that satisfactory results are not likely to be obtained, work shall be stopped as directed by the Contracting Officer's Representative and resumed only when conditions are favorable for turf establishment or when approved alternative or corrective measures and procedures have been completed. If inspection during or after seeding operations indicates that areas have been left unplanted or other areas have not been adequately addressed, additional seed shall be applied.

March 1 to September 1 hulled common Bermuda grass - 150 lbs (min) of PLS/acre or bermuda grass/seashore paspalum mix or bermuda grass/bahiagrass mix - 150 lbs (min) of PLS / acre

September 1 to March 1 Step 1 - annual, intermediate or perennial ryegrass-50 lbs (min) of PLS / acre to provide coverage during months when environmental conditions are not suitable for common bermuda grass establishment.

Step 2 - between March 1 and September 1 - hulled common Bermuda grass - 150 lbs (min) of PLS/acre or bermuda grass/seashore paspalum mix or bermuda grass/bahiagrass mix- 150 lbs (min) of PLS / acre

Hulled Bermuda grass may be planted in the month of February if soil temperatures are in excess of 65 F for a minimum of 7 consecutive days.

PLS (Pure Live Seed) = (label germination rate x label purity) x 100

Example of how to calculate PLS

PLS = (0.95 germination rate x 0.85 purity) x 100

PLS = 81 %

Therefore 1 lb PLS requires 1/0.81 = 1.23 lbs of seed”

SECTION 41 22 13.15 09

1. Page 9, paragraph 2.1.2. Delete this paragraph in its entirety and substitute the following

“2.1.2 Manual Crane Control Parameters

Provide the crane with the following control parameters

a. Manual Chain Hoist - Shall be operable for pump station floor elevation 13.9 and loading bay floor elevation 3.0. Hoist shall have a minimum total lift of 22 feet. Hoist hand chain shall extend to a minimum elevation of 7.0.

b. Geared Trolley - Shall be operable for pump station floor elevation 13.9 and loading bay floor elevation 3.0. Trolley drive chain shall extend to a minimum elevation of 7.0.

c. Geared Bridge - Shall be operable for pump station floor elevation 13.9. Bridge drive chain shall extend to a minimum elevation of 18.0. Bridge drive operator shall be located on the floodwall side of the station, 3 feet to the inside of the flood wall.”

2. Page 10, paragraph 2.1.5. Delete this paragraph in its entirety and substitute the following

2.1.5 Manual Chain Hoist

Manual chain hoist shall be designed to attach to the geared trolley with a swivel hook and have minimum rating of 1.5 tons. Hoist shall have a compact design with low headroom.

Hoist shall have hardened load chain and a Weston-type load brake. Forged swivel hooks with latches shall be provided. Hoist shall be provided with a hand chain for operation. Hand chain, hand wheel covers, and guides shall be designed to lift loads from any angle and to minimize jamming and slipping. Hand chain pull to lift rated load shall not exceed 82 pounds and hand chain overhauled to lift the load 1 foot shall not exceed 80 feet.

DRAWINGS

1. SHEET IDENTIFICATION No. S-513. Delete this drawing in its entirety and substitute the attached revised drawing SHEET IDENTIFICATION No. S-513 therefore.

2. Add the attached new drawing SHEET IDENTIFICATION No. S-513A.

3. SHEET IDENTIFICATION No. M-504, Quadrant B,5. Delete the call out “2”x1” TEE, FOR

1” LINE TO GENERATOR, SEE SHEET M-103”

4. SHEET IDENTIFICATION Nos. C-304, C-305, and C-307. Add the following note to the bottom of each of these drawings: “NOTE FOR AREAS WHERE EXISTING PRELOAD

MATERIAL IS ABOVE NEW DRAINAGE DITCH EXCAVATION, ALL MATERIAL

BELOW EL. +1.0 IS CONSIDERED NEW DRAINAGE DITCH EXCAVATION AND ALL

MATERIAL ABOVE IS PRELOAD MATERIAL.”

5. SHEET IDENTIFICATION No. C-102, Quadrant C,3. Add a note pointing to the dotted line running parallel to the gas line that says “20’ FROM PIPELINE (TYP)”. Also add a dimension callout to the line running parallel to the gas line that reads: “280’”.

6. SHEET IDENTIFICATION No. MP-101, Quadrant B,1. Delete “SEE CIVIL SHEETS FOR CONTINUATION” from call out.

Exhibit/Attachment Table of Contents

DOCUMENT TYPE PAGES DATE

Attachment 1 Attachment 2

DESCRIPTION

Revised Bidding Schedule Specifications and Drawings

(End of Summary of Changes)

SECTION 00010 – BIDDING SCHEDULE

New Orleans to Venice, Hurricane Protection System, NOV-NF-W-06B.5, Magnolia Pump Station, Plaquemines Parish, Louisiana

Item Description Estimated Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0002 Video and Photographic Documentation 1 JOB

0003 Web Camera System 1 JOB

0004 Temporary Retaining Structures 1 JOB

0005 Traffic Control and Coordination 1 JOB

0006 Silt Fences 5,700 LF

0007 Truck Wash-Down Racks 1 JOB

0008 Reinforced Concrete Floodwall 1 JOB

0009 Reinforced Concrete Retaining Wall 1 JOB

0010 Reinforced Concrete Pump Station 1 JOB

0011 Reinforced Concrete Operator Room Platform 1 JOB

0012 Precast Box Culvert 72 LF

0013 Pre-Engineered Operator Room 1 JOB

0014 Precast Fuel Tank Support 1 JOB

0015 Trash Rack 1 JOB

0016 Catwalk Steel 1 JOB

0017 Miscellaneous Metalwork 1 JOB

0018 Metal Stairs 1 JOB

0019 Metal Ladders 1 JOB

0020 Metal Railings 1 JOB

0021 Pump Station Metal Building 1 JOB

0022 Staff Gage 1 JOB

0023 Plumbing System 1 JOB

0024 Compressed Air System 1 JOB

0025 Pump Discharge Pipe 1 JOB

W912P818B0019

* Revised by Amendment 03

0026 Discharge Bells 1 JOB

0027 HVAC System 1 JOB

0028 Electrical Distribution System 1 JOB

0029 Diesel Generator and Accessories 1 JOB

0030 Lightning Protection System 1 JOB

0031 Lighting, Interior and Exterior 1 JOB

0032 CCTV System 1 JOB

0033 Separator Geotextile 5,500 SY

0034 Clearing and Grubbing 1 JOB

0035* Excavation, New Drainage Ditch 14,950 CY

0036* Excavation, New Discharge Channel 9,200 CY

0037 Construction Dewatering 1 JOB

0038* Embankment, Compacted Fill 8,800 CY

0039 New Preload 130 CY

0040 Grouted Riprap 225 CY

0041 Piling, Steel Sheet, Type PZ-22 14,400 SF

0042 Piling, Steel Sheet, Type PZ-35 12,500 SF

0043 16 Inch Pile, Concrete Precast, Prestressed 2,260 LF

0044 Compression Pile Load Test

0044AA First 3 Compression Test 3 EA

0044AB All Over 3 Compression Tests 3 EA

0045 Tension Pile Load Test

0045AA First 2 Tension Test 2 EA

0045AB All Over 2 Tension Tests 2 EA

0046 Steel H-Piling 2,880 LF

0047 Furnish Steel Pipe Piles 25,685 LF

0048 Drive Steel Pipe Piles 25,685 LF

0049 Asphaltic Paving 550 SY

0050 Surfacing 900 CY

0051 Precast Concrete Access Bridge 1 JOB

0052 Turf Establishment and Maintenance 15 AC

W912P818B0019

0053 Utility Modifications (Highpoint Gas Pipelines) 1 JOB

0054 18” Corrugated Metal Pipe 90 LF

0055 Speed Reducers 1 JOB

0056 Diesel Fuel System 1 JOB

0057 Discharge Riprap 820 TON

0058 Culvert Riprap 100 TON

0059 Bedding 300 CY

0060* Concrete Scour Protection 1,440 SY

0061 Vertical Pumps 1 JOB

0062 Water Level Monitoring 1 JOB

0063 Bridge Crane and Hoist 1 JOB

0064* Temporary Retaining Structures Utility Modification (Highpoint Gas Pipelines)

1 JOB

TOTAL BASE: $

OPTIONAL WORK (OW)

0065 Silt Fences - OW 1,500 LF 0066 Truck Wash-Down Racks - OW 1 JOB

0067 Separator Geotextile – OW 240 SY

0068 Clearing and Grubbing - OW 1 JOB

0069 Excavation New Drainage Ditch -

OW 1,650 CY

0070 Embankment, Compacted Fill - OW 8,650 CY 0071 Asphaltic Paving – OW 275 SY

0072 Surfacing - OW 65 CY

0073 Turf Establishment and Maintenance - OW 4 AC

TOTAL OPTIONAL WORK: $

TOTAL BASE + OPTIONAL WORK: $

*Denotes a change from the previous Bidding Schedule.

*** Some Bid Item numbers have changed.

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

Award will be made as a whole to one bidder.

W912P818B0019

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 Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

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

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

NOTE 5: 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 OPTION 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 6: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement. Evaluation of options will not obligate the Government to exercise the option(s). ** If an option is to be exercised at the time of contract award FAR17.208 shall be used in place of FAR 52.217-5

NOTE 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL WORK. In the event that OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of the contract shall be 30 calendar days in addition to the original contract duration of 867 calendar days established for the BASE WORK items specified in the Contract Clause entitled

“COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52-211-10 – APR

1984)”.

W912P818B0019

EVALUATION OF SUBDIVIDED ITEMS

Item Nos. 0044 and 0045 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.

VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS.

The Variations in Estimated Quantities Subdivided Items clause is applicable only in Item Nos. Nos. 0044 and 0045.

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. Nos. 0044 and 0045 are 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. 0044 and 0045 exceeds 115% or is less than 85% of the total estimated quantity of the subitems under that item, and/or if the quantity of work performed under the second subitem 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)

W912P818B0019

NOV-NF-W-06B.5, Magnolia Pump Station Ed 15-014

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00.15 10

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

PART 1 GENERAL

1.1 REFERENCES

1.2 MEASUREMENT AND PAYMENT

1.3 CONTRACT ADMINISTRATION

1.3.1 Correspondence and Electronic Communications

1.3.2 Other Factors

1.4 RMS SOFTWARE

1.5 SYSTEM REQUIREMENTS

1.6 CONTRACT DATABASE - GOVERNMENT

1.7 CONTRACT DATABASE - CONTRACTOR

1.7.1 Administration

1.7.1.1 Contractor Information

1.7.1.2 Subcontractor Information

1.7.1.3 Correspondence

1.7.1.4 Equipment

1.7.1.5 Reports

1.7.1.6 Request For Information (RFI)

1.7.2 Finances

1.7.2.1 Pay Activity Data

1.7.2.2 Payment Requests

1.7.3 Quality Control (QC)

1.7.3.1 Quality Control (QC) Reports

1.7.3.2 Deficiency Tracking.

1.7.3.3 Three-Phase Control Meetings

1.7.3.4 Labor and Equipment Hours

1.7.3.5 Accident/Safety Reporting

1.7.3.6 Definable Features of Work

1.7.3.7 Activity Hazard Analysis

1.7.4 Submittal Management

1.7.5 Schedule

1.7.6 Closeout

1.8 IMPLEMENTATION

1.9 NOTIFICATION OF NONCOMPLIANCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 45 00.15 10 Page 1 *Revised by Amendment 03

SECTION 01 45 00.15 10

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for resident management system requirements as specified herein. Payment for the work covered under this section shall be distributed throughout the existing bid items.

1.3 CONTRACT ADMINISTRATION

The Government will use the Resident Management System (RMS) to assist in its monitoring and administration of this contract. The Government accesses the system using the Government Mode of RMS (RMS GM) and the Contractor accesses the system using the Contractor Mode (RMS CM). The term RMS will be used in the remainder of this section for both RMS GM and RMS CM. The joint Government-Contractor use of RMS facilitates electronic exchange of information and overall management of the contract. The Contractor accesses RMS to record, maintain, input, track, and electronically share information with the Government throughout the contract period in the following areas:

Administration Finances Quality Control Submittal Monitoring Scheduling Closeout Import/Export of Data

1.3.1 Correspondence and Electronic Communications

For ease and speed of communications, exchange correspondence and other documents in electronic format to the maximum extent feasible. Some correspondence, including pay requests and payrolls, are also to be provided in paper format with original signatures. Paper documents will govern, in the event of discrepancy with the electronic version.

1.3.2 Other Factors

Other portions of this document have a direct relationship to the reporting accomplished through RMS. Particular attention is directed to Contract

SECTION 01 45 00.15 10 Page 2

Clause, 52.236-15 "SCHEDULES FOR CONSTRUCTION CONTRACTS"; Contract Clause, 52.232-27 "PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS"; Contract Clause, 52.232-15 "PAYMENTS UNDER FIXED-PRICED CONSTRUCTION CONTRACTS"; Section 01 33 00 SUBMITTAL PROCEDURES; and Section 01 45 04.00 10 CONTRACTOR

QUALITY CONTROL.

1.4 RMS SOFTWARE

RMS is a Windows-based program that can be run on a Windows-based PC meeting the requirements as specified in Paragraph: SYSTEM REQUIREMENTS.

Download, install and be able to utilize the latest version of the RMS software within 7 calendar days of receipt of the Notice to Proceed. RMS software, user manuals, access and installation instructions, program updates and training information are available from the RMS website (http://rmsdocumentation.com). The Government and the Contractor will have different access authorities to the same contract database through RMS.

The common database will be updated automatically each time a user finalizes an entry or change.

1.5 SYSTEM REQUIREMENTS

The following is the recommended system configuration to run the Contractor Mode RMS for full utilization of all features for all types and sizes of contracts. Smaller, less complicated, projects may not require the configuration levels described below. Required configuration also noted below.

Recommended RMS System Requirements

Hardware

Windows-based PC 1.7 GHz i3; AMD A6 3650 GHz or higher processor (REQUIRED)

RAM 8 GB

Hard drive disk 100 GB space for sole use by RMS system

Monitor Screen resolution 1366 x 768

Mouse or other pointing device

Windows compatible printer Laser printer must have 4 MB+ of RAM

Connection to the Internet minimum 4 Mbs per user

Software

MS Windows Windows 7 x 64 bit (RMS requires 64 bit O/S) or newer (REQUIRED)

Word Processing software Viewer for MS Word 2013, MS Excel 2013 or newer (REQUIRED)

E-mail MAPI compatible (REQUIRED)

SECTION 01 45 00.15 10 Page 3

Recommended RMS System Requirements

Virus protection software Regularly upgraded with all issued Manufacturer's updates and is able to detect most zero day viruses (REQUIRED)

1.6 CONTRACT DATABASE - GOVERNMENT

The Government will enter the basic contract award data in RMS prior to granting the Contractor access. The Government entries into RMS will generally be related to submittal reviews, correspondence status, and Quality Assurance(QA)comments, as well as other miscellaneous administrative information.

1.7 CONTRACT DATABASE - CONTRACTOR

Contractor entries into RMS establish, maintain, and update data throughout the duration of the contract. Contractor entries generally include prime and subcontractor information, daily reports, submittals, RFI's, schedule updates and payment requests. RMS includes the ability to import attachments and export reports in many of the modules, including submittals. The contractor responsibilities for entries in RMS typically include the following items:

1.7.1 Administration

1.7.1.1 Contractor Information

Enter all current Contractor administrative data and information into RMS within 7 calendar days of receiving access to the contract in RMS. This includes, but is not limited to, Contractor's name, address, telephone numbers, management staff, and other required items.

1.7.1.2 Subcontractor Information

Enter all missing subcontractor administrative data and information into RMS CM within 7 calendar days of receiving access to the contract in RMS or within 7 calendar days of the signing of the subcontractor agreement for agreements signed at a later date. This includes name, trade, address, phone numbers, and other required information for all subcontractors. A subcontractor is listed separately for each trade to be performed.

1.7.1.3 Correspondence

Identify all Contractor correspondence to the Government with a serial number. Prefix correspondence initiated by the Contractor's site office with "S". Prefix letters initiated by the Contractor's home (main) office with "H". Letters are numbered starting from 0001. (e.g., H-0001 or S-0001). The Government's letters to the Contractor will be prefixed with "C" or "RFP".

1.7.1.4 Equipment

Enter and maintain a current list of equipment planned for use or being used on the jobsite, including the most recent and planned equipment inspection dates.

SECTION 01 45 00.15 10 Page 4

1.7.1.5 Reports

Track the status of the project utilizing the reports available in RMS.

The value of these reports is reflective of the quality of the data input.

These reports include the Progress Payment Request worksheet, Quality Control (QC) comments, Submittal Register Status, and Three-Phase Control worksheets.

1.7.1.6 Request For Information (RFI)

Create and track all Requests For Information (RFI) in the RMS Administration Module for Government review and response.

1.7.2 Finances

1.7.2.1 Pay Activity Data

Develop and enter a list of pay activities in conjunction with the project schedule. The sum of pay activities equals the total contract amount, including modifications. Each pay activity must be assigned to a Contract Line Item Number (CLIN). The sum of the activities assigned to a CLIN equals the amount of each CLIN.

1.7.2.2 Payment Requests

Prepare all progress payment requests using RMS. Update the work completed under the contract at least monthly, measured as percent or as specific quantities. After the update, generate a payment request and prompt payment certification using RMS. Submit the signed prompt payment certification and payment request as well as supporting data either electronically or by hard copy. Unless waived by the Contracting Officer, a signed paper copy of the approved payment certification and request is also required and will govern in the event of discrepancy with the electronic version.

1.7.3 Quality Control (QC)

Enter and track implementation of the 3-phase QC Control System, QC testing, transferred and installed property and warranties in RMS. Prepare daily reports, identify and track deficiencies, document progress of work, and support other Contractor QC requirements in RMS. Maintain all data on a daily basis. Insure that RMS reflects all quality control methods, tests and actions contained within the Contractor Quality Control (CQC) Plan and Government review comments of same within 7 calendar days of Government acceptance of the CQC Plan.

1.7.3.1 Quality Control (QC) Reports

The Contractor's Quality Control (QC) Daily Report in RMS is the official report. The Contractor can use other supplemental formats to record QC data, but information from any supplemental formats are to be consolidated and entered into the RMS QC Daily Report. Any supplemental information may be entered into RMS as an attachment to the report. QC Daily Reports must be finalized and signed in RMS within 24 hours after the date covered by the report. Provide the Government a printed signed copy of the QC Daily Report, unless waived by the Contracting Officer.

SECTION 01 45 00.15 10 Page 5

1.7.3.2 Deficiency Tracking.

Use the QC Daily Report Module to enter and track deficiencies.

Deficiencies identified and entered into RMS by the Contractor or the Government will be sequentially numbered with a QC or QA prefix for tracking purposes. Enter each deficiency into RMS the same day that the deficiency is identified. Monitor, track and resolve all QC and QA entered deficiencies. A deficiency is not considered to be corrected until the Government indicates concurrence in RMS.

1.7.3.3 Three-Phase Control Meetings

Maintain scheduled and actual dates and times of preparatory and initial control meetings in RMS. Worksheets for the three-phase control meetings are generated within RMS.

1.7.3.4 Labor and Equipment Hours

Enter labor and equipment exposure hours on a daily basis. Roll up the labor and equipment exposure data into a monthly exposure report.

1.7.3.5 Accident/Safety Reporting

Both the Contractor and the Government enter safety related comments in RMS as a deficiency. The Contractor will monitor, track and show resolution for safety issues in the QC Daily Report area of the RMS QC Module. In addition, follow all reporting requirements for accidents and incidents as required in EM 385-1-1 and as required by any other applicable Federal, State or local agencies.

1.7.3.6 Definable Features of Work

Enter each feature of work, as defined in the approved CQC Plan, into the RMS QC Module. A feature of work may be associated with a single or multiple pay activities, however a pay activity is only to be linked to a single feature of work.

1.7.3.7 Activity Hazard Analysis

Import activity hazard analysis electronic document files into the RMS QC Module utilizing the document package manager.

1.7.4 Submittal Management

Enter all current submittal register data and information into RMS within 7 calendar days of receiving access to the contract in RMS. The information shown on the submittal register following the specification section 01 33 00 SUBMITTAL PROCEDURES will already be entered into the RMS database when access is granted. Group electronic submittal documents into transmittal packages to send to the Government, except very large electronic files, samples, spare parts, mock ups, color boards, or where hard copies are specifically required. Track transmittals and update the submittal register in RMS on a daily basis throughout the duration of the contract. Submit hard copies of all submittals unless waived by the Contracting Officer.

1.7.5 Schedule

Enter and update the contract project schedule in RMS by either manually entering all schedule data or by importing the Standard Data Exchange

SECTION 01 45 00.15 10 Page 6

Format (SDEF) file, based on the requirements in Section01 32 17.00 20

NETWORK ANALYSIS SCHEDULES (NAS).

1.7.6 Closeout

Closeout documents, processes and forms are managed and tracked in RMS by both the Contractor and the Government. Ensure that all closeout documents are entered, completed and documented within RMS.

1.8 IMPLEMENTATION

Use of RMS as described in the preceding paragraphs is mandatory. Ensure that sufficient resources are available to maintain contract data within the RMS system. RMS is an integral part of the Contractor's required management of quality control.

1.9 NOTIFICATION OF NONCOMPLIANCE

Take corrective action within 7 calendar days after receipt of notice of RMS non-compliance by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 45 00.15 10 Page 7

APPENDIX A: Dimensional Tolerances Supplemental Sketches

This appendix supplements the dimensional tolerances as specified in paragraph "Dimension Tolerances", specifically ;

Figure 1 supplements subparagraph b., "Straightness"

Figure 2 supplements subparagraph c., "Radial Offset"

Figure 3 supplements subparagraph e., "Misalignment of Weld Beads"

RELEASED FOR CONSTRUCTION

APPENDIX B – MANUFACTURING PROCEDURE SPECIFICATION

REQUIREMENTS

The Manufacturing Procedure Specification (MPS) submitted shall include, as a minimum, the following detailed information:

i) steel source, including steelmaking method, heat size, deoxidation practice, inclusion shape control practices, and casting method;

ii) chemistries and chemical limits for all elements referenced in applicable material specification, and as applicable to pipe of each diameter, wall thickness and material grade to be made for the order;

iv) skelp inspection procedures as applicable;

v) details of pipe forming procedures;

vi) pipe manufacturing location, and any plant limitations on wall thickness, diameter, and material grade;

vii) welding method (electric-resistance or electric induction) and welder frequency;

viii) production limits on travel speed, power input, and post-weld heat treating temperature applicable to pipe for the order;

xii) laboratory test equipment present at the manufacturing plant for testing of material properties for the order;

xiii) all nondestructive inspection procedures utilized for specification compliance and for production control, as applicable to skelp, pipe body, and welds.

S-513

S T

R U

C T

U R

E S S

E C

T

IO

N

BSECTION

" = 1'2

1SCALE

S-513

CSECTION

" = 1'2

1SCALE

S-513

36" I.D. PIPE

#6 BARS (TYP.)

O.C.

SPACED AT 10"

#4 U-STIRRUPS

#6 BARS (TYP.)

AT PILES (TYP.)

#6 BARS DISCONTINUED

CONCRETE PILE

16" PRESTRESSED SQUARE

2' 4'0 1'

SCALE: •"=1'-0"

8'0 4' 16'

SCALE: „"=1'

DSECTION

" = 1'2

1SCALE S-513

SLAB

PUMP STATIONLENGTH OF SUPPORT

(TYP.)

SLAB

PUMP STATION

36" I.D. PIPE

36" I.D. PIPE

(TYP. EACH SIDE)

#8 @ 45 DEGREES

WAY (TYP.)

#5 @12" EACH

ESECTION

" = 1'2

1SCALE S-513

APPLY TO SUPPORTS 1 & 2.

NOTE: REINFORCING AND DIMENSIONS

WAY (TYP.)

#6 @12" EACH

S-104

ASECTION

" = 1'8

1SCALE

PUMP STATION ELEVATION

S E

C T

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IN

F O

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N O ,2 ,3

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IP

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P O

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C

NEOPRENE PAD

" THICK2

H S -5 d g n

EL. +7.71

EL. 3.00

4. CUT "NEOPRENE PAD" TO FIT FROM RUBBER ROLL.

A MINIMUM DURAMETER HARDNESS OF 60A (PLUS OR MINUS 5).

SHEET ROLL COMPANY OR AN APPROVED EQUAL. NEOPRENE SHALL

" THICK NEOPRENE PAD MANUFACTURED BY RUBBER2

13. PROVIDE

2. THREE (3) EACH OF SUPPORT 1 AND 2 ARE REQUIRED, SEE S-104.

1. REINFORCING AND DIMENSIONS APPLY TO SUPPORT 1 & 2.

NOTES:

1'-6"

120°

1'-2"

3'-6"

5'-0"

#5 @ 12" E.F.

S-513

E

S-513

#5 @ 12" E.F.

5. SUPPORT DETAILS NOT SHOWN. SEE S-513A FOR SUPPORT DETAILS.

4. ELEVATIONS IN PARENTHESES ARE FOR SUPPORT 4.

3. PILE TOP AND TIP ELEVATIONS ARE SHOWN ON S-102.

2. ONE (1) EACH OF SUPPORT 3 AND 4 ARE REQUIRED, SEE S-104.

1. REINFORCING AND DIMENSIONS APPLY TO SUPPORT 3 & 4.

NOTES:

SEE S-513A FOR SUPPORT DETAILS.

APPLY TO SUPPORTS 3 & 4.

NOTE: REINFORCING AND DIMENSIONS

2'-0"

6"6"

#5 BARS @ 12"

S O

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New Orleans District

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C of Engineers

US Army Corps

W P -1

-B -0

D E

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(EL. +14.21)

EL. +7.71

(EL. +12.42)

EL. +5.92

(EL. +9.92)

EL. +3.42

" THICK2

36" I.D. PIPE

(TYP)

#5 @ 45 DEGREES

#5 @ 12"

4 #6 BARS

120°

#5 @ 12"

CONCRETE PILES

16" PRESTRESSED

8'-0"12'-0"12'-0"8'-0"

2'-0"12'-0"12'-0"12'-0"2'-0"

40'-0"

(EL. +15.0)

EL. +8.5

LAND SIDE

FLOOD SIDE

EL. 3.0 EL. 3.0

EL. 13.9

EL. 3.0

EL. -9.00

OPERATING FLOOR

PUMP STATION

FLOODWALL

EL. 17.5

EL. -10.75

EL. 13.9 (100 YR SWL)

EL. 11.2 (50 YR SWL)

EL. 0.0

BRIDGE DECK

DISCHARGE BELL

STAINLESS STEEL

B

S-513

D

S-513

S-513

WALKWAY

CANTILEVER

EL. 8.5

B

S-513

A

S-525

2% CROSS SLOPE

FOREBAY WALL

FORMED SUCTION INTAKE (FSI)

INVERT EL. 13.5

SUPPORT NO. 4

SUPPORT NO. 3SUPPORT NO. 2SUPPORT NO. 1

SUPPORT NO. 5

22'-0"22'-0"4'-5"

BREAST WALL

S-513A

S T

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W P -1

-B -0

D E

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4'-0"

36" I.D. 1/2" WALL

AND HEX NUT

STUD W/WASHER

3/4" WELDED

OD SAME AS CONCRETE

BENT PL 1"

4"

C/L 2" DIA. HOLES

4" 4"

BENT PL 1"

1 1/2"

/2

BENT PLATE DETAIL

LEVELING NUT DETAIL

1" LEVELING NUT

1/4

3"1" LEVELING NUT

/4

1" LEVELING NUT

HIT-HY 100 EPOXY

THREADED ROD W/ HILTI

18" LONG, 1" DIA. HILTI HAS

1'-0"1'-0"

1'-0"

SURFACES (VULCANIZED)

MIN. 3/32" TEFLON SLIDE

10 GA. S.S.

BACKING PLATE

1/4"

RECOMMENDATIONS

TACK PER MFGR.'S

P

(6" WIDE x 2'-0" LONG)

EPOXY BONDED TO BENT PL

1/2" NEOPRENE PAD -

CONCRETE SADDLE

1/2" DOUBLER L

1/2" WALL PIPE

1/2" NEOPRENE PAD

BENT PL 1"

BEARING PAD DETAIL

N.T.S

TYP.

N.T.S

PL 1/2"

PL 1/2"

TYP.

3/8"

TYP.

N.T.S

PL 1"

DIAMETER OF CONCRETE MINUS 1 2/3"

PL 1"

I.

D /2

W A

L L

FLAT BAR STRAP

3" x 3/8" THK.

1/2" DOUBLER PLATE

DETAIL 1

SPACED SEE BEARING PAD

4 BEARING PADS EVENLY

FLAT BAR STRAP

3" x 3/8" THK.

A

A

SCALE : 3/4"=1'-0"

SUPPORTS 3 AND 4 ONLY

FOR 36" I.D. DISCHARGE PIPE

PIPE SUPPORT DETAIL

SCALE : 3/4"=1'-0"

SECTION A

C/L 3/4" WELDED STUD