W912P8-17-B-0007-0003_W_DRAWINGS.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 Solicitation No. W912P8-17-B-0007 New Orleans to Venice Hurricane Protection Project, NOV-NF-W-06b.1 Woodpark Floodw alls, Plaquemines Parish, Louisiana. The subject solicitation is amended as follow s:

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 15-Dec-2016

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 W912P8-17-B-0007

X 9B. DATED (SEE ITEM 11)

09-Nov-2016

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

15-Dec-2016

CODE

USACE, CONTRACTING DIVISION

ATTN: HPO CT VICKSBURG

4155 CLAY STREET

VICKSBURG MS 39183-3435

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

STANDARD FORM 1442

Block 11. Change “640 calendar days” to “1,060 calendar days”.

SECTION 00010

Delete pages 00010-3 and 4 in their entirety and substitute the attached revised pages 00010-3 and 4 therefore.

SECTION 00700

Contract Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Delete this clause in its entirety and substitute the following therefore:

“52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984)

The Contractor shall be required to:

(a) Commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) Prosecute the work diligently, and (c) Complete the entire work ready for use not later than 1,060 calendar days after the date of receipt by him of notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of Clause)

NOTE: The Contractor is advised that the time allowed for completion of the work (1,060 calendar days) reflects the Government's best estimate of the shortest reasonable performance period. The Contractor shall be obligated to make any and all arrangements necessary (multiple crews, overtime, concurrent operations, etc.) to complete the work within the available time period -- such arrangements shall not constitute grounds for an equitable adjustment.”

SECTION 01100

Page 1, paragraph 1, subparagraph (b). Delete the MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS chart in its entirety and substitute the following therefore:

“MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

6 6 4 5 6 9 3 3 3 1 5 5”

SUBMITTAL REGISTER

Delete the Submittal Register in its entirety and substitute the attached revised Submittal Register therefore (only Section 33 11 00 submittal items changed).

SECTION 01 53 00.02 12

Delete this section in its entirety.

SECTION 31 05 19.04 12

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

“1.1 SCOPE

The work provided for herein consists of furnishing all plant, labor, material, equipment;

performing all operations required for furnishing, hauling, placing the separator geotextiles; and maintaining the geotextiles until placement of the crushed stone for surfacing, sub-base and subdrainage is completed and accepted. This section covers the requirements for separator geotextile as required for access roads, temporary access roads, driveways, parking lot, 24 inch storm drainage pipes, 42 inch storm drainage pipe, 36x24 inch arch RCP, catch basin, manholes, grouted riprap and the asphaltic pavement sub-base construction.”

2. Pages 2 and 3, paragraph 1.3, and subparagraphs 1.3.1 and 1.3.1.1. Delete this paragraph and its subparagraphs in their entirety and substitute the following therefore:

“1.3 MEASUREMENT AND PAYMENT

1.3.1 Permanent Separator Geotextile

Separator geotextile will be measured in place to the nearest square yard as delineated on the drawings. Overlaps will be measured as a single layer. Payment for the separator geotextile will be made at the contract unit price per square yard for "Separator Geotextile". Price and payment shall constitute full compensation for providing all plant, equipment, labor, and materials required, and for cutting, sewing, placing, testing, taking corrective measures to fix deficiencies and incidentals for the installation of the permanent access road, side roads, driveways, 24 inch storm drainage pipe, 42 inch storm drainage pipe, catch basins, manhole grouted rip-rap and for the asphaltic sub-base as shown on the drawings and as specified herein. No payment shall be made for geotextile that is rejected or damaged due to Contractor fault or negligence.

1.3.2 Temporary Separator Geotextile

No separate measurement or payment will be made for furnishing separator geotextile fabric for any temporary access roads and the field office parking lot. All associated costs shall be distributed amongst the existing bid items.”

SECTION 31 62 14.00

Page 19, paragraph 3.3. Delete this paragraph in its entirety and substitute the following therefore:

“3.3 ABANDON REACTION AND TEST PILES

After the pile tests are completed and accepted at each site, all support piles, and test piles shall be abandon in place. The piles shall be cut off 2 feet below the elevation of the bottom of the floodwall. The piles shall be backfilled to with a bentonite slurry mix as stated in the plans. The upper 2 feet of the holes shall be filled with earth and compacted to the same density as the surrounding soil. Testing frames, cut off portion of test piles, reaction piles, etc. shall remain the property of the Contractor and shall be removed from the site.”

SECTION 32 15 00.00

1. Page 3, paragraph 1.4. Delete this paragraph in its entirety and substitute the following therefore:

“1.4 PAYMENT

Payment for the surfacing material required for the access road will be made at the contract unit price per cubic yard for "Surfacing". Price and payment shall constitute full compensation for subgrade preparation; furnishing all plant, labor, equipment, and materials required; placing, spreading, compacting, removing and offsite disposal; for the access road, and other incidental work; all as specified herein and as shown on the drawings. Payment for maintenance will be made in accordance with section 01100 GENERAL PROVISIONS, paragraph entitled ACCESS ROADS. ”

2. Page 5, paragraph 3.3. Delete this paragraph in its entirety and substitute the following therefore:

“3.3 MAINTENANCE

The surfacing shall be maintained by such shaping and addition of surfacing material as needed to provide a usable road under all weather conditions during the construction period as directed by the Contracting Officer’s representative. ”

SECTION 33 11 00

Delete this section in its entirety and substitute the attached revised Section 33 11 00 therefore.

DRAWINGS

SHEET IDENTIFICATION Nos. C-200 thru C-204, C-206, C-229, C-230, C-232, C-234, C- 400, C-735, C-740 thru C-744, S-204, and S-206. Delete these drawings in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. C-200 thru C-204, C-206, C- 229, C-230, C-232, C-234, C-400, C-735, C-740 thru C-744, S-204, and S-206 therefore.

W912P8-17-B-0007 REVISED AM03 00010-3 ED 14-029

SECTION 00010 – BIDDING SCHEDULE

Hurricane Protection System, NOV-NF-W-06B.1, Woodpark Floodwalls, Plaquemines Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

Video and Photographic Documentation

1 JOB

0003 Web Camera System 1 JOB

0004 Traffic Control 1 JOB

0005* DELETED

0006 Silt Fences 4,150 LF

0007 Truck Wash-Down Rack 1 JOB

0008 Demolition 1 JOB

0009 24-Inch RCP 770 LF

0010 42-Inch RCP 352 LF

0011 35 x 24 Inch Arch RCP 55 LF

0012 Catch Basin with Type B Grate 3 EA

0013 8 Ft. x 6 Ft. Manhole 1 EA

0014 8 Ft. x 8 Ft. Manhole 1 EA

0015 Adjusting Catch Basin 3 EA

0016 Reinforced Concrete Floodwall 1 JOB

0017 Miscellaneous Metalwork 1 JOB

0018* Separator Geotextile 19,700 SY

0019* Reinforcement Geotextile 3,700 SY

0020 Clearing and Grubbing 1 JOB

Excavation, New Drainage Ditch

524 CY

W912P8-17-B-0007 REVISED AM03 00010-4 ED 14-029

0022 Embankment, Compacted Fill

0022AA First 65,000 CY 65,000 CY

0022AB All Over 65,000 CY 15,000 CY

0023 Embankment, Uncompacted Fill 4,000 CY

0024 Grouted Riprap 370 CY

0025 Piling, Steel Sheet, Type PZ-22 112,166 SF

0026 Compression Pile Test

0026AA First Pile Test 1 EA

0026AB All Over First Pile Test 1 EA

0027 Tension Pile Test

0027AA First Pile Test 1 EA

0027AB All Over First Pile Test 1 EA

0028 Load Frame and Test Piles 1 JOB

0029 Furnish Steel Pipe Piles 69,206 LF

0030 Drive Steel Pipe Piles 69,206 LF

0031 Asphaltic Paving 9,640 SY

0032 Surfacing

0032AA First 3,600 CY 3,600 CY

0032AB All Over 3,600 CY 500 CY

0033 Wire Mesh Fence 70 LF

0034 Barbed Wired Fencing 500 LF

0035 Farm Gates 2 EA

Turf Establishment and Maintenance

12.5 AC

0037 Sodding 3,550 SY

0038 12-inch Water Main 1 JOB

0039 Exterior Lighting 1 JOB

Removal of Temporary Access Road

1 JOB

TOTAL $

* Denotes a change from the previous Bidding Schedule.

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

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CONTRACT NO.

TITLE AND LOCATION

NOV-NF-06B.1 Woodpark Floodwall

CONTRACTOR

A C T I V I T Y

N O

R A N S M I T T

L

S P E

DESCRIPTION

ITEM SUBMITTED

R A G # R A

H

G

CONTRACTOR:

APPROVING AUTHORITY

MAILED

REMARKS

SCHEDULE DATES ACTION

SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

T I

D

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

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CONTR

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REVIEWER

DATE RCD

FROM OTH

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01 32 17.00 20 SD-01 Preconstruction Submittals Qualifications 1.6 G Baseline Network Analysis 1.4 G Schedule SD-11 Closeout Submittals As-Built Schedule 1.8.2 G 01 33 00 SD-01 Preconstruction Submittals Submittal Register 1.7 G 01 45 04.00 10 SD-01 Preconstruction Submittals Contractor Quality Control Plan 3.2 G CD 01 50 00 SD-01 Preconstruction Submittals Traffic Control Devices Plan; 3.1 G 01 53 00.01 12 SD-01 Preconstruction Submittals Temporary Flood Protection Plan 1.4.1 G DO 01 53 00.02 12 SD-02 Shop Drawings Shop Drawings 1.5.1 G DO SD-05 Design Data Design Calculations 1.5 G DO 01 57 20.00 12 SD-01 Preconstruction Submittals Environmental Pollution Control 1.6.1 G Plan/Environmental Protection Plan SD-06 Test Reports Waste Disposal Manifests 3.7.1 G Waste Disposal Manifests 3.7.2 G 01 57 23.00 12 SD-01 Preconstruction Submittals

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01 57 23.00 12 Storm Water Pollution Prevention 1.5 G Plan SD-04 Samples Silt Fence Geotextile 2.1.1 G SD-07 Certificates Silt Fence Geotextile 2.1.1 G 01 57 23.01 12 SD-01 Preconstruction Submittals Truck Wash-Down Rack 3.1 G RO 01 78 02.00 10 SD-02 Shop Drawings 'As-Built' Drawings 1.3.1 G DO 02 41 00 SD-01 Preconstruction Submittals Existing Conditions 1.8.2 G RO Demolition Plan 1.11 G RO 02 72 10.00 SD-04 Samples Samples 2.1 Geotextile 2.1 SD-07 Certificates Certificates 2.1 Geotextile 2.1 SD-08 Manufacturer’s Instructions Manufacturer's 1.7.1 Recommendations 02 72 20.00 SD-02 Shop Drawings Shop Drawings 3.1 G SD-03 Product Data Product Data 2.1

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02 72 20.00 SD-08 Manufacturer’s Instructions Manufacturer's 3.1 Recommendations 02 82 14.00 10 SD-01 Preconstruction Submittals Asbestos Work Plan 3.3.3 G CD SD-07 Certificates Certificates of Training 3.2.1 03 11 14.00 12 SD-02 Shop Drawings Shop Drawings 1.7 SD-03 Product Data Materials 2.1 SD-05 Design Data Formwork Not Supporting Weight 3.2.1 G DO of Concrete Maturity Instrumentation 3.2.2 G DO SD-06 Test Reports Inspection Reports 1.8.2 03 15 13.00 12 SD-02 Shop Drawings Waterstops 2.2 G SD-03 Product Data Preformed Expansion Joint Filler 2.1.1 G Sealant 2.1.2.1 G Waterstops 2.2 G SD-04 Samples Compression Strip Seals and 3.1.3 G Lubricant

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03 15 13.00 12 SD-07 Certificates Preformed Expansion Joint Filler 2.1.1 Compression Strip Seals and 3.1.3 G Lubricant Joint Sealants 2.1.2 G Waterstops 2.2 G SD-08 Manufacturer’s Instructions Splicing Waterstops 3.1.4 G 03 21 00.00 12 SD-02 Shop Drawings Fabrication and Placement 3.1 G DO SD-03 Product Data Butt-Splices 3.1.3 G Materials 2.1 SD-06 Test Reports Material 1.5.1 Tests, Inspections, and 1.5.2 Verifications 03 31 00.00 12 SD-03 Product Data Concrete Mixture Proportions 2.2 G RO Concrete Batch Tickets 3.7.2.5 Aggregates 2.1.2 G RO Batch Plant 3.1.2 Concrete Mixers 3.1.3 Conveying Equipment and 3.1.4 Methods Placing Equipment and Methods 3.3

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03 31 00.00 12 Nonshrink Grout 2.1.6 Surface Retarder 3.2.3.2 SD-05 Design Data Construction Joint Treatment 3.2.3 G RO Curing and Protection 3.5 G RO Cold-Weather Placing 3.3.4 G RO Hot-Weather Placing 3.3.5 G RO SD-06 Test Reports Uniformity of Concrete Mixing 3.7.2.13 Tests and Inspections 3.7 SD-07 Certificates Qualifications 3.7.1 Cementitious Materials 2.1.1 G RO Impervious-Sheet Curing 2.1.4.1 Materials Air-Entraining Admixture 2.1.3.1 Other Chemical Admixtures 2.1.3.4 Membrane-Forming Curing 2.1.4.2 Compound Latex Bonding Compound 2.1.7 05 50 03.00 12 SD-02 Shop Drawings Shop Drawings 2.1.1 G DO Shop Drawings 3.1.1 G DO Welding Procedure Specifications 3.4.1.4 G DO

(WPS)

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05 50 03.00 12 Welding Procedure Specifications 3.5.2 G DO

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Welder, Welding Operator and 3.4.1.5 G Tacker Qualifications and Certifications Welder, Welding Operator and 3.5.3 G Tacker Qualifications and Certifications Procedure Qualification Report 3.4.1.4 G

(PQR)

Inspector Qualification 3.7.1 G Certification Nondestructive Testing 1.5.2.2 G Procedures SD-03 Product Data Materials 1.5.1 SD-07 Certificates Certificates 3.4.1.5 05 50 04.01 12 SD-02 Shop Drawings Shop Drawings 3.1 G ED SD-03 Product Data Signage 2.1 G ED SD-07 Certificates Manufacturer's Certification 2.1 G ED 09 97 02.01 12 SD-03 Product Data Safety and Health Provisions 1.6 G

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09 97 02.01 12 Confined Spaces 1.6.5.1 G Respirators 1.6.6.2 G Certified Laboratory 1.6.6.1 G Ventilation 1.6.5.1 G Medical Status 1.7 G PM-10 Monitoring 1.9.2.1 G SD-04 Samples Special Paint Formulas 2.1 G Paint Formulations 2.2 G Solvent and Thinners 2.2.2 G SD-06 Test Reports PM-10 Monitoring 1.9.2.1 G Certified Laboratory 1.6.6.1 G Inspection 3.4 G SD-07 Certificates Qualifications 1.4 G Coating Thickness Gage 1.4.2 G Qualification 26 05 00.00 40 SD-03 Product Data Conduits and Raceways 2.1.1 G ED Wire and Cable 2.1.2 G ED Splices and Connectors 3.2.1.5 G ED Switches 2.1.3 G ED Outlets, Outlet Boxes, and Pull 2.1.4 G ED Boxes Lamps and Lighting Fixtures 2.1.5 G ED

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26 05 00.00 40 SD-06 Test Reports Continuity Test 3.4 G ED Insulation Resistance Test 3.4 G ED 26 56 00 SD-01 Preconstruction Submittals LED Luminaire Warranty 1.7.1 G ED SD-02 Shop Drawings Luminaire drawings 1.6.1.1 G ED SD-03 Product Data LED Luminaires 2.1 G ED Luminaire Power Supply Units 2.1.3 G ED (Drivers) Photocell 2.2.1 G ED Brackets 2.3 SD-06 Test Reports LED Luminaire - IES LM-79 Test 1.6.4 G ED Report LED Light Source - IES LM-80 1.6.5 G ED Test Report Operating test 3.2 SD-07 Certificates Luminaire Useful Life Certificate 1.7.1 G ED 31 05 19.04 12 SD-01 Preconstruction Submittals Work Plan 1.5.1 SD-04 Samples Geotextile 1.5.1 SD-07 Certificates

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31 05 19.04 12 Geotextile 1.5.1 G 31 05 19.05 12 SD-01 Preconstruction Submittals Work Plan 1.3.1 G ED-F SD-04 Samples Geotextile 1.4 Seam Sample 1.4 G ED-F SD-06 Test Reports Geotextile 1.4 SD-07 Certificates Geotextile Certificate of 1.3.1 Compliance 31 37 00.01 12 SD-03 Product Data Grout Mixture Proportions 2.4 G Cementitious Materials 2.4 G Aggregate 2.3.2.3 G Retarding Admixtures 2.3.2.6 G Air-entraining Admixture 2.3.2.7 G 31 41 16.00 12 SD-02 Shop Drawings Shop Drawings 2.4.2 G SD-03 Product Data Substitute Sheet Piling 2.4.2 G Submittals Equipment Descriptions 1.9.1 G SD-06 Test Reports Driving Records 1.9.1

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31 41 16.00 12 Materials Test Certificates 1.10.1 31 62 14.00 12 SD-01 Preconstruction Submittals Pile Test Procedures 1.7 G RO Loading Frames 3.2.3 G RO Pile Lateral Support 3.2.4 G RO SD-03 Product Data Pile Test Equipment Calibration 3.2.5 G RO SD-05 Design Data Pile Test Setup Design 1.7 G RO Hemispherical Bearing Design 2.2 G RO And Test Results Protective Shielding Device 3.2.5 G RO SD-06 Test Reports Pile Test Data 3.2.2 Pile Test Equipment Calibration 3.2.5 31 62 17.00 12 SD-01 Preconstruction Submittals Equipment Descriptions 1.7.3 G ED Welding Plan 1.6 G ED Welder Qualifications 2.1 G ED Procedure Qualification Records 2.1 G ED

(PQR)

Welding Procedure Specifications 2.1 G ED

(WPS)

Welding Inspector Qualifications 2.1.3 G ED Welding Inspector Qualifications 2.2.5 G ED Delivery, Storage, and Handling 1.7 G ED

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31 62 17.00 12 Placement 3.1.2 G ED SD-02 Shop Drawings Shop Drawings 1.7.4 G ED SD-06 Test Reports Mill Test Reports 1.7.1 G ED Materials Test Reports 1.7.1 G Non-Destructive Testing (NDT) 1.7.4 G Of Welds Driving Records 1.6 G Reporting 1.6 G 32 12 16.00 12 SD-03 Product Data Asphaltic Concrete Mixtures 3.5.1 G DO SD-07 Certificates Asphaltic Prime Coat 2.3.1 Asphaltic Tack Coat 2.3.2 Asphalt Cement 2.3.3.2 32 15 00.00 12 SD-06 Test Reports Sampling and Testing 1.6.2 G 32 17 24.00 10 SD-03 Product Data Equipment 1.4.1.1 G Composition Qualifications 1.6.1 SD-06 Test Reports Sampling and Testing 2.6 Field Testing of Plastic Pavement 3.4 Markings

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32 17 24.00 10 Field Testing of Painted 3.5 Pavement Markings SD-07 Certificates Volatile Organic Compound

(VOC)

Retroreflectometer Calibration 1.4.7 32 31 13 SD-02 Shop Drawings Fence Assembly 1.4 Location of Gate, Corner, End, 3.16.1 G and Pull Posts Gate Assembly 1.4 Gate Hardware and Accessories 2.12 Erection/Installation Drawings 1.4 G SD-03 Product Data Fence Assembly 1.4 Gate Assembly 1.4 Gate Hardware and Accessories 2.12 Zinc Coating 2.2 PVC Coating 1.6.2 Fabric 2.3 Concrete 2.15 G SD-07 Certificates Certificates of Compliance 1.6.2 SD-08 Manufacturer’s Instructions Fence Assembly 1.4 Gate Assembly 1.4

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32 31 13 Hardware Assembly 1.4 Accessories 1.4 32 31 26 SD-02 Shop Drawings Installation Drawings 1.4 Fence Installation 1.4 Location of gate, corner, end, and 1.4 pull posts Gate Assembly 1.4 Gate Hardware and Accessories 1.4 SD-03 Product Data Manufacturer's Instructions 1.4 Gate Assembly 1.4 Gate Hardware and Accessories 1.4 32 92 19.04 12 SD-07 Certificates Seed 2.1.3 Turf Establishment Plan 1.9 G DO 32 92 23 SD-03 Product Data Fertilizer 2.3 SD-07 Certificates sods 2.1 33 11 00 SD-03 Product Data Water main 2.1.1 G Hydrants 2.4 Ductile Iron Pipe 2.1.1 High Density Polyethylene 2.5 (HDPE) Pipe

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33 11 00 HDPE Fittings 2.6 Fittings 2.1 Joints 2.1.3 Couplings 2.1.5 Valves 2.3 Restraint devices 2.1.3 Electro Fusion Type Saddles 2.9 TR FLEX Pipe 2.1.7 Polyvinyl Chloride (PVC) 2.1.6 Pressure Pipe Water meter service connections 2.9 SD-06 Test Reports Disinfection 3.1.2 G DO SD-07 Certificates Water main 2.1.1 Hydrants 2.4 Ductile Iron Pipe 2.1.1 High Density Polyethylene 2.5 (HDPE) Pipe HDPE Fittings 2.6 Fittings 2.1 Joints 2.1.3 Couplings 2.1.5 Valves 2.3 Lining 2.1.1

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33 11 00 Polyvinyl Chloride (PVC) 2.1.6 Pressure Pipe SD-08 Manufacturer’s Instructions Delivery, Storage, and handling 1.7 Installation Procedures For The 3.1.1 Water Main

NOV-NF-W-06B.1, Woodpark Floodwalls Ed 14-029

REVISED AM03 SECTION 33 11 00 Page 1

SECTION TABLE OF CONTENTS

DIVISION 33 - UTILITIES

WATER DISTRIBUTION SYSTEMS

PART 1 GENERAL

1.1 SCOPE

1.2 GENERAL

1.3 REFERENCES

1.4 MEASUREMENT AND PAYMENT

1.5 PRE-CONSTRUCTION CONFERENCE

1.6 SUBMITTALS

1.7 DELIVERY, STORAGE, AND HANDLING

1.7.1 Delivery and Storage

1.7.2 Handling

PART 2 PRODUCTS

2.1 PIPE AND FITTINGS

2.1.1 Ductile Iron Pipe

2.1.2 Ductile Iron Fittings

2.1.3 Joint Restraint Devices for Fittings

2.1.4 Restrained Joints

2.1.5 Couplings

2.1.6 Polyvinyl Chloride (PVC) Pressure Pipe

2.1.7 TR FLEX Pipe

2.1.8 Tracing Wire

2.2 POLYETHYLENE WRAP

2.3 VALVES

2.4 HYDRANTS

2.5 HIGH DENSITY POLYETHYLENE (HDPE) PIPE

2.6 HDPE FITTINGS

2.7 PLASTIC TUBING

2.8 TAPPING SLEEVES

2.9 WATER METER SERVICE CONNECTIONS

2.10 TRANSITION COUPLINGS

2.11 VALVE BOXES

2.12 BOLTS

PART 3 EXECUTION

3.1 INSTALLATION OF THE WATER MAIN

3.1.1 Installation Procedures For The Water Main

3.1.1.1 Temporary Water Main

3.1.1.2 Earthwork

3.1.1.3 Pipe Laying and Jointing

3.1.1.4 Connections to Existing Water Lines

3.1.2 Disinfection

3.2 FIELD QUALITY CONTROL

3.2.1 Field Tests and Inspections

REVISED AM03 SECTION 33 11 00 Page 2

3.2.2 Testing Procedure

3.2.3 Special Testing Requirements

3.3 CLEANUP

3.4 As Built Plans

-- End of Section Table of Contents --

REVISED AM03 SECTION 33 11 00 Page 3

WATER DISTRIBUTION SYSTEMS

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all equipment, materials, tools and labor and related items required to remove, install, pressure test and disinfect the water main as shown on the contract drawings. Work includes: Installation of the permanent water main, temporary water main, water main taps, valves, water service connections, hydrants, and all incidental work thereto, pressure tests, chlorination, and including relocation of existing underground water service lines to the new water main.

1.2 GENERAL

(1) The Contractor shall furnish all labor, supervision, materials, and equipment required for installation of new water mains, valves, hydrants, and house connections required by the contract drawings and specifications.

(2) Severn Trent or Plaquemines Parish representatives will be responsible for the opening and closure of all water valves to place the water lines in service or to take the water lines out of service. The Contractor shall contact the Contracting Officer and utility owners as stated in Section 01100, paragraph UTILITIES AND IMPROVEMENTS. Valves shall not be closed more than 12 consecutive hours for water line replacements, offsets, valve replacements or tie-ins up to and including 12" in diameter."

(3) Any modification from the design drawings shall be approved by the Contracting Officer prior to construction.

(4) The Contractor shall notify the Contracting Officer as stated in Section 01100, paragraph UTILITIES AND IMPROVEMENTS, to schedule the inspection of this work. If the Contractor fails to do so prior to starting his work, the Contractor will be required to expose the bedding on all pipe, or any other concealed work previously installed in order to obtain the approval of the Contracting Officer. Any work performed without the approval of the Contracting Officer will not be accepted.

(5) The location of existing utilities shown on the drawings is approximate. The Contractor shall verify the elevation of all existing structure inverts and the location of all existing utilities prior to the start of work, and shall be responsible for any negligence on his part in protecting them. The location of water connections can be obtained from the Severn Trent and/or Plaquemines Parish.

(6) All water facilities installed by the Contractor will be subject to the approval of the Contracting Officer. The Contractor shall provide the Contracting Officer full access to the work throughout construction and abide by any Contracting Officer's request to expose any and all work installed by the Contractor.

REVISED AM03 SECTION 33 11 00 Page 4

(7) The contractor is required to notify all residents and Plaquemines Parish Fire Department 72 hours, 48 hours, and 24 hours prior to any water service interruptions.

(8) Residential water service interruption shall be limited to a maximum of 4 hours.

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.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA B300 (2010; Addenda 2011) Hypochlorites

AWWA C104/A21.4 (2008; Errata 2010) Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water

AWWA C105/A21.5 (2010) Polyethylene Encasement for

Ductile-Iron Pipe Systems

AWWA C110/A21.10 (2012) Ductile-Iron and Gray-Iron Fittings for Water

AWWA C111/A21.11 (2007) Rubber-Gasket Joints for

Ductile-Iron Pressure Pipe and Fittings

AWWA C151/A21.51 (2009) Ductile-Iron Pipe, Centrifugally Cast, for Water

AWWA C153/A21.53 (2011) Ductile-Iron Compact Fittings for

Water Service

AWWA C219 (2011) Bolted, Sleeve-Type Coupling for Plain-End Pipe

AWWA C502 (2005) Dry-Barrel Fire Hydrants

AWWA C509 (2009) Resilient-Seated Gate Valves for

Water Supply Service

AWWA C600 (2005) Installation of Ductile-Iron Water Mains and Their Appurtenances

AWWA C603 (2005) Installation of Asbestos-Cement

Pressure Pipe

AWWA C651 (2005; Errata 2005) Standard for Disinfecting Water Mains

AWWA C800 (2014) Underground Service Line Valves and

Fittings

AWWA C900 (2007; Errata 2008) Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated

REVISED AM03 SECTION 33 11 00 Page 5

Fittings, 4 In. Through 12 In. (100 mm Through 300 mm), for Water Distribution

AWWA C906 (2007) Polyethylene (PE) Pressure Pipe and

Fittings, 4 In. (100 mm) through 63 In., (1,575 mm) for Water Distribution and Transmission

ASTM INTERNATIONAL (ASTM)

ASTM A276 (2010) Standard Specification for

Stainless Steel Bars and Shapes

ASTM A 536 (1984; R 2004) Standard Specification for Ductile Iron Castings

ASTM D 1869 (2015) Standard Specification for Rubber

Rings for Fiber-Reinforced Cement Pipe

ASTM D2737 (2012) Polyethylene (PE) Plastic Tubing

ASTM D 3261 (2016) Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing

ASTM D3350 (2014) Standard Specification for

Polyethylene Plastics Pipe and Fittings Materials

ASTM F1674 (2005) Test Method for Joint Restraint

Products for use with PVC pipe

LOUISIANA ADMINISTRATIVE CODE (LAC)

LAC 51:XII Title 51 Public Health-Sanitary Code, Part XII.

Water Supplies

1.4 MEASUREMENT AND PAYMENT

No measurement will be made for the water main. Payment will be made at the contract job price for "12-inch Water Main". Price and payment shall constitute full compensation for furnishing all plant, labor, materials, tools and equipment and performing all operations necessary to install the permanent water mains including tie-ins, PVC pipe, ductile iron pipe, ductile iron fittings, HDPE Pipe, HDPE fitting, valves, valve boxes, valve box risers, hydrants,couplings, tapping sleeves and other appurtenances, piping and setups required for hydrostatic testing, coordination of testing with Severn Trent and Plaquemines Parish, chlorination, tie-ins to the existing water main, and relocation of water service lines to the new water main as required to complete the work specified herein and as shown on the drawings.

1.5 PRE-CONSTRUCTION CONFERENCE

The Contractor shall hold a pre-construction conference prior to commencement of construction activities to install the water main with the Contracting Officer, Severn Trent, Plaquemines Parish, Plaquemines Parish Government Engineering Department representatives. The Contractor shall

REVISED AM03 SECTION 33 11 00 Page 6 provide notification of the date, time, and location to all parties two (2) weeks prior to the conference. Contact information is provided in the plans and is listed in Section 01100, "GENERAL PROVISIONS".

1.6 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Piping Materials

Water main; G

Hydrants Ductile Iron Pipe High Density Polyethylene (HDPE) Pipe HDPE Fittings Fittings Joints Couplings Valves Restraint devices Electro Fusion Type Saddles TR FLEX Pipe Polyvinyl Chloride (PVC) Pressure Pipe Water meter service connections

Submit manufacturer's standard drawings or catalog cuts, except submit both drawings and cuts for push-on joints. Include information concerning gaskets with submittal for joints and couplings.

SD-06 Test Reports

Bacteriological Disinfection; G, DO

Test results from commercial laboratory verifying disinfection;

Water main

Hydrants Ductile Iron Pipe High Density Polyethylene (HDPE) Pipe HDPE Fittings Fittings Joints Couplings Valves Lining Polyvinyl Chloride (PVC) Pressure Pipe

Certificates shall attest that tests set forth in each

REVISED AM03 SECTION 33 11 00 Page 7 applicable referenced publication have been performed, whether specified in that publication to be mandatory or otherwise and that production control tests have been performed at the intervals or frequency specified in the publication. Other tests shall have been performed within 3 years of the date of submittal of certificates on the same type, class, grade, and size of material as is being provided for the project.

SD-08 Manufacturer's Instructions

Delivery, Storage, and handling

Installation Procedures For The Water Main

1.7 DELIVERY, STORAGE, AND HANDLING

1.7.1 Delivery and Storage

Inspect materials delivered to site for damage. Unload and store with minimum handling. Store materials on site, in enclosures or under protective covering. Store plastic piping, jointing materials and rubber gaskets under cover and out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes, fittings, and valves free of dirt and debris.

1.7.2 Handling

Handle pipe, fittings, valves, and other accessories in a manner to ensure delivery to the trench in sound undamaged condition. Take special care to avoid injury to coatings and linings on pipe and fittings; make repairs if coatings or linings are damaged. Do not place any other material or pipe inside a pipe or fitting after the coating has been applied. Carry, do not drag pipe to the trench. Use of pinch bars and tongs for aligning or turning pipe will be permitted only on the bare ends of the pipe. The interior of pipe and accessories shall be thoroughly cleaned of foreign matter before being lowered into the trench and shall be kept clean during laying operations by plugging or other approved method. Before installation, the pipe shall be inspected for defects. Material found to be defective before or after laying shall be replaced with sound material without additional expense to the Government. Store rubber gaskets that are not to be installed immediately, under cover out of direct sunlight.

PART 2 PRODUCTS

2.1 PIPE AND FITTINGS

2.1.1 Ductile Iron Pipe

Sections of the 12-inch water main shall be ductile iron mechanical joint pipe restrained with external restraints such as Megalug or approved equal in accordance with the applicable requirements of AWWA C151/A21.51 furnished with rubber gaskets conforming to AWWA C111/A21.11. The section of ductile iron pipe are identified in the contract drawings. Ductile iron pipe shall be Thickness Class 52. All ductile iron pipe shall be furnished with an asphaltic outside coating in accordance with AWWA C151/A21.51 and a cement-mortar lining and seal coating, where applicable, in accordance with

AWWA C104/A21.4.

REVISED AM03 SECTION 33 11 00 Page 8

2.1.2 Ductile Iron Fittings

Ductile iron fittings for water mains up to and including 12 inch diameter shall be mechanical joint restrained with external restraints such as Megalug or approved equal in accordance with the applicable requirements of AWWA C110/A21.10 or AWWA C153/A21.53 with rubber gasketed joints conforming to AWWA C111/A21.11. Fittings shall have a minimum pressure rating of 350 psi. All fittings shall be furnished with an asphaltic outside coating in accordance with AWWA C151/A21.51 and a cement-mortar lining and seal coating, where applicable, in accordance with AWWA C104/A21.4. All fittings, bends, tees, etc. shall have restrained joints in accordance with and for the length recommended by the manufacturer. All nuts, bolts and washers shall be manufactured of stainless steel conforming to the requirements of ASTM A276, Grade 316. Flanged fittings shall conform in dimensions, methods of manufacture and tests to the "Standard Specifications for Cast Iron Pipe and Fittings", as adopted by ANSI Class

125. All flanges and fittings shall conform in weight, thickness and drilling to the "Standard Specifications for Class 125 Cast Iron Flanges and Flanged Fittings", as adopted by ANSI. All flanges shall be faced and drilled, unless special drilling is required as detailed or specified on the plans. All drilling shall conform to the ANSI standards. Where cap screws or stud are required by the plans and specifications, flanges shall be provided with tapped holes for such cap screws or stud bolts.

2.1.3 Joint Restraint Devices for Fittings

Joints for ductile iron fittings for below ground applications shall be mechanical joints with rubber gaskets in accordance with AWWA C111/A21.11.

All joints shall be restrained per manufacturer's recommendations.

Stainless steel bolts and nuts shall be used on bolted fittings, valves, saddles, etc. Joint restraint devices shall be the following, as manufactured by EBAA Iron, Inc., or approved equal.

(1) Joint restraint devices for restraining ductile iron mechanical joint pipe to ductile iron mechanical joint pipe shall be "Megalug Series 1100 Mechanical Joint Restraint for Ductile Iron Pipe," or approved equal.

(2) The restraint devices shall be coated using "Mega-Bond" as provided by EBAA Iron or approved equal.

(3) Restrainers shall meet or exceed the requirements of ASTM F1674.

Joint restraint devices shall have a minimum rated working pressure of 250 psi, with a 2:1 safety factor. Joint restraint devices shall be installed in a polyethylene encasement, taped at the ends to the pipe, as specified for ductile iron pipe and fittings.

2.1.4 Restrained Joints

Restrained joints for pipe, valves and fittings shall be designed for a working pressure of 350 psi unless otherwise specified. Joints shall be capable of being deflected, after assembly, 4 degrees.

2.1.5 Couplings

Connection of the same size new ductile iron pipe to existing cast iron pipe shall be accomplished by using a ductile iron mechanical joint full body solid sleeve in accordance with AWWA C110/A21.10 with the appropriate Megalug, or approved equal, restraints at each end of the sleeve. All

REVISED AM03 SECTION 33 11 00 Page 9 requirements of ductile iron pipe and fittings and restraints as stated herein shall apply. All nuts and bolts shall be stainless steel.

Connection of different sizes of ductile iron pipe to cast iron pipe shall be accomplished by using a Dresser, or approved equal, type restrained, long body, transition coupling, epoxy coated, with stainless steel nuts and bolts. The coupling shall be Dresser style 40 long bodied (16”) coupling, or an approved equal, with Dresser style 440 harness assembly, or an approved equal. The transition coupling for the existing 16-inch asbestos cement pipe and the new 16-inch ductile iron pipe shall be Hymax Coupling or approved equivalent and shall meet the requirements of AWWA C219. The installation of the coupler and handling of the asbestos pipe shall meet the requirements of AWWA C603.

2.1.6 Polyvinyl Chloride (PVC) Pressure Pipe

Sections of pipe 12-inches and smaller for the distribution system shall meet or exceed the requirements of ASTM D 1784; and AWWA C900, pressure rating class 150, SDR 18. Joints shall be gasketed push on or mechanical joints, as shown on drawings. All plastic pipe shall have outside diameters equivalent to the OD of cast iron pipe. Polyvinyl chloride pipe shall be furnished in 20 foot lengths. Rubber ring gaskets shall conform to ASTM D 1869.

2.1.7 TR FLEX Pipe

Lock joint pipe and fittings shall be TR FLEX pressure class 350, thickness class 51, or approved equal, with exterior and interior coating per ductile iron pipe specification above as manufactured by Clow, US Pipe, American Cast Iron Pipe Company, or approved equal.

2.1.8 Tracing Wire

The Contractor shall install a plastic bonded solid 16 gauge copper wire on the top of all newly constructed water mains. The wire shall be continuous along the entire length of the pipe and grounded to gate valves, fire hydrants or flushing valves. Blue, 2" warning tape shall be placed 12 inches over and above all water lines.

2.2 POLYETHYLENE WRAP

All buried ductile iron pipe and fittings shall be wrapped with 8 mils polyethylene wrap in accordance with AWWA C105/A21.5. This polyethylene wrap shall cover all buried ductile iron pipe and fittings, including joints, and shall be overlapped a minimum of twelve inches between sections and sealed with black polyethylene tape.

2.3 VALVES

All gate valves 4-inch through 12-inch shall be iron body, epoxy coated, bronze mounted, resilient seat type with a 200 P.S.I. working pressure.

Valves shall conform to AWWA C509 have a non-rising stem, 2-inch operating nut and open in a counter-clockwise direction. Gate valves shall have a factory applied epoxy coat and have stainless steel or heat treated teflon coated core ten bolts. No cadmium plated nuts or bolts are permitted.

Valves shall be as manufactured by Muller, Kennedy, M&H, Clow or approved equal. Tapping valves shall have an outlet end section suitable to for making up to the tapping sleeve and the adjacent pipe.

REVISED AM03 SECTION 33 11 00 Page 10

2.4 HYDRANTS

Fire hydrants shall be of high security type with a check valve Superior Centurion 250/HS as manufactured by Muller or approved equal. The hydrant shall conform to AWWA C502 with a standard working pressure of 250 psig and pressure tested to 500 psig.

2.5 HIGH DENSITY POLYETHYLENE (HDPE) PIPE

Sections of the 12-inch water main shall be high density Polyethylene (HDPE) pipe SDR 11 and shall meet the applicable requirements of AWWA C906.

All HDPE pipe and fittings shall be made from virgin resins exhibiting a cell classification of PE 345464C as defined in ASTM D3350 with an established hydrostatic-design-basis (HDB) rating of 1,600 psi at 73°F for water. All HDPE pipe and fittings shall be manufactured in accordance with AWWA C906. The pipe shall be Series 4000, pressure Class 160, SDR11, unless specifically stated otherwise. The material shall be listed and approved for potable water in accordance with NSF Standard 61. All PE pipe shall have outside diameters (OD) equivalent to the OD of cast iron pipe. Pipe joints shall be joined by means of zero leak-rate heat fusion or electrofusion method and shall be installed in strict accordance within the pipe manufacturer's recommendations. The sections of HDPE pipe are identified on the drawings.

2.6 HDPE FITTINGS

Molded fittings shall be manufactured and tested in accordance with ASTM D 3261 and shall be so marked. Molded fittings shall be tested in accordance with AWWA C906. Fabricated fittings shall be made by heat fusion joining specially machined shapes cut from pipe, polyethylene sheet stock or molded fittings. Fittings shall be molded or fabricated of the same material and manufacturer as the pipe; and in no case shall have thinner walls than those of the pipe furnished. All custom fabricated fittings shall be pressure rated for the same internal pressure rating as the mating pipe. Fittings shall be of butt fusing design and shall be produced by the same manufacturer as the pipe being bid. Fabricated fittings shall be tested in accordance with AWWA C906.

2.7 PLASTIC TUBING

All polyethylene (PE) plastic tubing 3/4-inch through 2-inches shall be PS 3408 and meet the applicable requirements of ASTM D2737. Use the appropriate brass fittings for connections.

2.8 TAPPING SLEEVES

Tapping sleeves for PVC, AC, HDPE and ductile iron pipe shall be manufactured of 18-8, 30 4 stainless steel with a stainless steel flange.

All nuts and bolts shall be stainless steel and installed with anti-seize compound applied to the threads.

2.9 WATER METER SERVICE CONNECTIONS

Water meter service connections shall utilize the following materials when tapping PVC, asbestos cement, ductile iron; saddles - 3/4" and 1" taps - CC #101B single strap brass by Ford Meter Box Co Inc. conforming to AWWA C800;

1 ½" and 2" - CC #202B double strap brass by Ford Meter Box Co Inc. or approved equal, conforming to AWWA C800. Corporation stops - by Ford Meter Box Co, Inc. "F" series conforming to AWWA C800, ¾" F1000-3G, 1"

REVISED AM03 SECTION 33 11 00 Page 11

F1000-4G. PE Tubing - #3408 200PSI CTS SDR 9. Curb Stop - B41 series conforming to AWWA C800, ¾" # B41-233W compression X Female Iron Pipe, 1" # B41-333W Compression X Female Iron Pipe, 2" # B41-777W Compression X Female Iron Pipe. Meters - Relocate and use existing meters. NOTE: When tapping polyethylene pipe, utilize electro fusion type saddles approved by the Government. The Contractor shall submit specifications on the electro fusion type saddles to the Government for approval.

2.10 TRANSITION COUPLINGS

Transition couplings used to join 16-inch asbestos cement pipe and 16-inch ductile iron pipe shall be Smith-Blair OMNI 442 Long Sleeve Cast Couplings, with a 12-inch sleeve length, or an approved equal. Sleeve shall be ductile iron in accordance with ASTM A 536. Bolts and nuts shall be stainless steel. Transition couplings used for 4"-12" pipe shall be Ford Ultra Flex coupling, or approved equal.

2.11 VALVE BOXES

All valve boxes shall be cast iron, adjustable and set to grade. A 2' X 2' X 4" concrete valve pad shall be placed around each valve box and set to grade. Isolation valve locations shall be marked with a "V" in the curb or pavement, or with a valve sign.

2.12 BOLTS

All bolts and nuts shall be stainless steel minimum 304, with anti-seize compound applied to threads during installation.

PART 3 EXECUTION

3.1 INSTALLATION OF THE WATER MAIN

The water main installation shall comply with all applicable requirements of LAC 51:XII Title 51.

3.1.1 Installation Procedures For The Water Main

These requirements shall apply to all water main installation. Not less than five working days (5) working days before commencement of construction, the Contractor shall submit to the Contracting Officer a written notice stating the date construction will begin.

3.1.1.1 Temporary Water Main

To facilitate construction of the new flood walls, the Contractor shall construct a temporary water main near the location of the permanent water main alignment. The temporary water main shall be located such that it will not interfere with the operations associated with driving of sheet piles, driving pipe piles, and trenching for the permanent water main. The temporary water main shall be in service until the permanent water main is installed trough the utility sleeve in the sheet pile of the flood wall.

3.1.1.2 Earthwork

Perform earthwork operations in accordance with the applicable requirements of Section 31 23 16.16 12, STRUCTURAL EXCAVATION AND BACKFILL.

REVISED AM03 SECTION 33 11 00 Page 12

3.1.1.3 Pipe Laying and Jointing

Remove fins and burrs from pipe and fittings. Before placing in position, clean pipe, fittings, valves, and accessories, and maintain in a clean condition. Provide proper facilities for lowering sections of pipe into trenches. Do not under any circumstances drop or dump pipe, fittings, valves, or any other water line material into trenches. Cut pipe in a neat workmanlike manner accurately to length established at the site and work into place without springing or forcing. Replace by one of the proper length any pipe or fitting that does not allow sufficient space for proper installation of jointing material.