09-B-0017 0003.pdf

W81LJ890902384

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

SOLICITATION W912HN-09-B-0017, entitled Philpott Reservoir Sew er Improvements Project, Henry County, VA is Amended as follow s:

A. See Summary of Changes.

B. The Time and Date for Bid Opening Remains Unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 30-Jun-2009

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 W912HN-09-B-0017

X 9B. DATED (SEE ITEM 11)

01-Jun-2009

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 2 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES 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

30-Jun-2009

CODE

USAED, SAVANNAH, WILMINGTON CONTRACT OFF

ATTN: BRUCE HELMS

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912HN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

PROJECT TABLE OF CONTENTS

Delete existing Page 1 and Page 2 in their entirety and replace with revised enclosed Pages.

SECTION 01 33 00 – SUBMITTAL PROCEDURES

Delete existing Attachment 1 – ENG 4288 (Page 1 through Page 9) in their entirety and replace with revised enclosed Page 1 through Page 10.

SECTION 32 31 13 – CHAIN LINK FENCES AND GATES

(1) Add Table of Contents in their entirety Page 1 and Page 2.

(2) Add Section (Page 1 through Page 10) in their entirety.

NOTE:

Text that is added or revised by this amendment is replaced in its entirety and underlined and/or printed in bold and/or stamped appropriately.

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

DRAWINGS

Delete existing Plate Nos. E201, E202, and E204 in their entirety and replace with revised enclosed like-numbered Plates.

(End of Summary of Changes)

Encls As stated

Philpott Reservoir Sewer Improvements W912HN-09-B-0017 Henry County, VA

PROJECT TABLE OF CONTENTS Page 1 (Revised by Amendment No. 0003)

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00010 SOLICITATION CONTRACT FORM

00100 BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

00600 REPRESENTATIONS & CERTIFICATIONS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01 USACE QUALITY CONTROL

01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTARY TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

Henry County, VA

PROJECT TABLE OF CONTENTS Page 2 (Revised by Amendment No. 0003)

DIVISION 03 – CONCRETE

03 11 14.00 10 FORMWORK FOR CONCRETE

03 15 14.00 10 EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN

CONCRETE FOR CIVIL WORKS

03 20 02 STEEL BARS AND WELDED WIRE FABRIC FOR CONCRETE

REINFORCEMENT FOR CIVIL WORKS

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

DIVISION 05 – METALS

05 14 00.13 WELDING STRUCTURAL ALUMINUM FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 26 – ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 32 14.00 10 DIESEL-GENERATOR SET, PORTABLE 15-300 KW,

STANDBY APPLICATIONS

26 56 00 EXTERIOR LIGHTING

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 – UTILITIES

33 30 00 SANITARY SEWERS

33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

SUBMITTAL REGISTER (ER 415-1-10)

TITLE AND LOCATION DATE

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

SECTION - 01 10 00.10 38

1 01 10 00.10 38 1.11 List of Subcontractors PRECON SUBMTL FIO

2 01 10 00.10 38 Activity Hazard Analysis PRECON SUBMTL FIO

3 01 10 00.10 38 Progress Chart PRECON SUBMTL GA

4 01 10 00.10 38 1.11 Quality Control Plan PRECON SUBMTL GA

5 01 10 00.10 38 Storm Water Pollution Prevention Plan PRECON SUBMTL FIO

6 01 10 00.10 38 1.11 Certificate of Insurance CERTIFICATES FIO

7 01 10 00.10 38 1.11 Completion of Corps CQC Course CERTIFICATES FIO

8 01 10 00.10 38 1.11 Letter Appointing Superintendent CERTIFICATES FIO

9 01 10 00.10 38 Qualifications of the commercial testing CERTIFICATES GA

10 01 10 00.10 38 1.20 VDOT Land Use Permit CERTIFICATES FIO

SECTION - 01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

1 01 20 00.00 20 1.3 Schedule of prices PRECON SUBMTL GA

SECTION - 01 30 00 ADMINISTRATIVE REQUIREMENTS

1 01 30 00 1.4.1 List of contact personnel PRECON SUBMTL GA

2 01 30 00 1.2 View location map PRECON SUBMTL GA

3 01 30 00 1.3 Progress and completion pictures PRECON SUBMTL GA

SECTION - 01 32 01.00 10 PROJECT SCHEDULE

1 01 32 01.00 10 3.4 Project Schedule PRECON SUBMTL GA

SECTION - 01 33 00 SUBMITTAL PROCEDURES

1 01 33 00 1.7 Submittal register PRECON SUBMTL GA

SECTION - 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1 01 35 26 1.6 Accident Prevention Plan (APP) PRECON SUBMTL GA

2 01 35 26 1.7 Activity Hazard Analysis (AHA) PRECON SUBMTL GA

3 01 35 26 1.6.1 Crane Critical Lift Plan PRECON SUBMTL GA

4 01 35 26 1.5.1.3 Crane Operators PRECON SUBMTL GA

5 01 35 26 1.5.1.1 Site Safety and Health Officer PRECON SUBMTL GA

6 01 35 26 1.11 Reports TEST REPORTS FIO

7 01 35 26 1.11.1 Accident Reports TEST REPORTS FIO

8 01 35 26 1.11.3 Monthly Exposure Reports TEST REPORTS FIO

9 01 35 26 1.11.4 Crane Reports TEST REPORTS FIO

10 01 35 26 1.8 Confined Space Entry Permit CERTIFICATES FIO

11 01 35 26 1.8 Hot work permit CERTIFICATES FIO

12 01 35 26 License Certificates CERTIFICATES FIO

13 01 35 26 1.11.5 Certificate of Compliance CERTIFICATES FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

SECTION - 01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

1 01 35 40.00 20 1.8 Environmental Protection Plan PRECON SUBMTL GA

2 01 35 40.00 20 1.9.1 Instructor Qualifications PRECON SUBMTL FIO

3 01 35 40.00 20 3.2 Field Quality Control Reports TEST REPORTS FIO

4 01 35 40.00 20 1.6 Environmental Regulatory Requirements CERTIFICATES FIO

5 01 35 40.00 20 1.7.1 Material Safety Data Sheets MFRS INSTR FIO

6 01 35 40.00 20 1.9.3 Training Program CLOSEOUT SUBMTL FIO

7 01 35 40.00 20 3.1 Protection of Natural Resources CLOSEOUT SUBMTL FIO

SECTION - 01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

1 01 57 19.00 20 1.5.1 Preconstruction Survey PRECON SUBMTL GA

2 01 57 19.00 20 Solid Waste Management Plan and Permit PRECON SUBMTL GA

3 01 57 19.00 20 1.5.2 Regulatory Notifications PRECON SUBMTL GA

4 01 57 19.00 20 3.1 Environmental Management Plan PRECON SUBMTL GA

5 01 57 19.00 20 3.2.2.1 Storm Water Pollution Prevention Plan PRECON SUBMTL GA

6 01 57 19.00 20 3.2.2.2 Storm Water Pollution Prevention Plan PRECON SUBMTL GA

7 01 57 19.00 20 3.2.2.1 Storm Water Notice of Intent PRECON SUBMTL GA

8 01 57 19.00 20 3.14.1 Dirt and Dust Control Plan PRECON SUBMTL FIO

9 01 57 19.00 20 3.6 Contractor Hazardous Material Inventory PRECON SUBMTL GA

10 01 57 19.00 20 3.5 Laboratory Analysis TEST REPORTS FIO

11 01 57 19.00 20 3.13.1.2 Laboratory Analysis TEST REPORTS FIO

12 01 57 19.00 20 3.15.2 Disposal Requirements TEST REPORTS FIO

13 01 57 19.00 20 3.2.2 Erosion and Sediment Control Inspection TEST REPORTS FIO

14 01 57 19.00 20 3.2.2 Storm Water Inspection Reports for Gener TEST REPORTS FIO

15 01 57 19.00 20 1.5.5 Contractor 40 CFR employee training reco TEST REPORTS FIO

16 01 57 19.00 20 3.4.1 Solid Waste Management Report TEST REPORTS GA

17 01 57 19.00 20 3.2.2.1 Storm Water Pollution Prevention Plan CLOSEOUT SUBMTL GA

18 01 57 19.00 20 3.2.2.2 Storm Water Pollution Prevention Plan CLOSEOUT SUBMTL GA

19 01 57 19.00 20 3.5 Waste Determination Documentation CLOSEOUT SUBMTL FIO

20 01 57 19.00 20 3.6.1 Disposal Documentation for Hazardous and CLOSEOUT SUBMTL FIO

21 01 57 19.00 20 1.5.5 Contractor 40 CFR Employee Training Reco CLOSEOUT SUBMTL FIO

22 01 57 19.00 20 3.4 Solid Waste Management Permit CLOSEOUT SUBMTL FIO

23 01 57 19.00 20 3.4.1 Solid Waste Management Report CLOSEOUT SUBMTL FIO

24 01 57 19.00 20 3.6 Contractor Hazardous Material Inventory CLOSEOUT SUBMTL GA

25 01 57 19.00 20 3.13.1 Hazardous Waste/Debris Management CLOSEOUT SUBMTL FIO

26 01 57 19.00 20 1.5.2 Regulatory Notifications CLOSEOUT SUBMTL FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

SECTION - 01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

1 01 57 19.01 20 Excavation Permits PRECON SUBMTL GA

2 01 57 19.01 20 Dirt and Dust Control Plan PRECON SUBMTL GA

3 01 57 19.01 20 Storage Inventory Form PRECON SUBMTL GA

SECTION - 01 57 20.00 10 ENVIRONMENTAL PROTECTION

1 01 57 20.00 10 1.7 Environmental Protection Plan PRECON SUBMTL GA

SECTION - 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

1 01 57 23 1.3.2 Storm Water Pollution Prevention Plan PRECON SUBMTL FIO

2 01 57 23 1.3.2 Storm Water Notice of Intent PRECON SUBMTL FIO

3 01 57 23 1.3.2 Storm Water Inspection Reports TEST REPORTS FIO

4 01 57 23 1.3 Erosion and Sediment Controls TEST REPORTS FIO

5 01 57 23 2.1.3 Mill Certificate or Affidavit CERTIFICATES FIO

SECTION - 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

1 01 74 19 1.6 Waste Management Plan PRECON SUBMTL GA

2 01 74 19 1.7 Records CLOSEOUT SUBMTL FIO

SECTION - 01 75 00 STARTING AND ADJUSTING

1 01 75 00 1.2.1 Verification of Prior Experience PRECON SUBMTL GA

2 01 75 00 1.2.1 Documentation of Manufacturer's Prior Ex PRECON SUBMTL GA

3 01 75 00 1.2.1 Quality Control Plan PRECON SUBMTL GA

4 01 75 00 1.2.1 Manufacturer's Sample Warranty PRECON SUBMTL GA

5 01 75 00 1.2.1 Manufactured in the United States PRECON SUBMTL FIO

6 01 75 00 1.2.2 Drawings, Diagrams and Schedules SHOP DRAWINGS GA

7 01 75 00 1.2.2 Diagrams and Instructions SHOP DRAWINGS GA

8 01 75 00 1.2.2 Drawings SHOP DRAWINGS GA

9 01 75 00 1.2.3 Catalog cuts PRODUCT DATA GA

10 01 75 00 1.2.3 Samples of warranty language PRODUCT DATA GA

11 01 75 00 1.2.3 Design Calculations DESIGN DATA GA

12 01 75 00 1.2.4.1 Factory Tests TEST REPORTS GA

13 01 75 00 1.2.4.2 Functional Field Test TEST REPORTS GA

14 01 75 00 1.2.4.3 Final Acceptance Test TEST REPORTS GA

15 01 75 00 1.2.4.4 Test Procedures TEST REPORTS GA

16 01 75 00 1.2.1 Qualification of Manufacturer CERTIFICATES GA

17 01 75 00 1.2.1 Qualification of Installer CERTIFICATES GA

18 01 75 00 1.2.1 Qualification of Installer CERTIFICATES GA

19 01 75 00 1.2.1 Administrative Requirements MFRS INSTR GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

20 01 75 00 1.2.1 Demonstration and Training Information MFRS INSTR GA

21 01 75 00 1.2.1 Manufacturer's Procedural Requirements MFRS INSTR GA

22 01 75 00 1.2.4.2 Documentation of the Testing and Verific MFRS FLD REPT GA

23 01 75 00 1.2.3 Operation and Maintenance Data O&M DATA FIO

24 01 75 00 1.2.3 Safety and Security Data or Posters O&M DATA FIO

SECTION - 01 78 00 CLOSEOUT SUBMITTALS

1 01 78 00 Maintenance and Condition Monitoring MFRS INSTR FIO

2 01 78 00 Posted Instructions MFRS INSTR FIO

3 01 78 00 1.8 Operation and Maintenance Manuals O&M DATA FIO

4 01 78 00 1.3.1 Record Drawings CLOSEOUT SUBMTL FIO

5 01 78 00 1.6 Certification of EPA Designated Items CLOSEOUT SUBMTL GA

6 01 78 00 1.10 Form DD1354 CLOSEOUT SUBMTL GA

7 01 78 00 1.10 Checklist for Form DD1354 CLOSEOUT SUBMTL GA

SECTION - 03 11 14.00 10 FORMWORK FOR CONCRETE

1 03 11 14.00 10 1.4 Shop Drawings SHOP DRAWINGS GA

2 03 11 14.00 10 2.1 Materials PRODUCT DATA GA

3 03 11 14.00 10 3.3 Inspection TEST REPORTS GA

4 03 11 14.00 10 3.2.1 Formwork Not Supporting Weight of Concre TEST REPORTS GA

SECTION - 03 15 14.00 10 EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN CONCRETE FOR CIVIL WORKS 1 03 15 14.00 10 2.1.2.1 Field Molded Sealants and Primer SAMPLES GA

2 03 15 14.00 10 2.1.1 Premolded Expansion Joint Filler Strips TEST REPORTS GA

SECTION - 03 20 02 STEEL BARS AND WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT FOR CIVIL WORK 1 03 20 02 3.1 Fabrication and Placement SHOP DRAWINGS GA

2 03 20 02 2.1 Materials PRODUCT DATA GA

3 03 20 02 2.2 Material TEST REPORTS FIO

4 03 20 02 2.2 Tests, Inspections, and Verifications TEST REPORTS GA

SECTION - 03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

1 03 31 01.00 10 2.2 Concrete Mixture Proportioning PRODUCT DATA GA

2 03 31 01.00 10 3.1.2 Batch Plant PRODUCT DATA GA

3 03 31 01.00 10 3.6 Tests and Inspections PRODUCT DATA GA

4 03 31 01.00 10 3.6.1 Testing Technicians PRODUCT DATA GA

5 03 31 01.00 10 Construction Inspector (CTCI) PRODUCT DATA GA

6 03 31 01.00 10 3.6.1 Concrete Construction Inspector (CCI) PRODUCT DATA GA

7 03 31 01.00 10 3.5 Curing and Protection PRODUCT DATA GA

8 03 31 01.00 10 3.3.4 Cold-Weather Placing PRODUCT DATA GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

9 03 31 01.00 10 3.3.5 Hot-Weather Placing PRODUCT DATA GA

10 03 31 01.00 10 1.3.1.1 Aggregates SAMPLES GA

11 03 31 01.00 10 1.3.1.2 Cementitious Materials, Admixtures, and SAMPLES GA

12 03 31 01.00 10 3.6.2.3 Quality of Aggregates TEST REPORTS GA

13 03 31 01.00 10 3.6 Tests and Inspections TEST REPORTS GA

14 03 31 01.00 10 2.1.1 Cementitious Materials CERTIFICATES GA

15 03 31 01.00 10 2.1.3.1 Air-Entraining Admixture CERTIFICATES GA

16 03 31 01.00 10 2.1.3.4 Other Chemical Admixtures CERTIFICATES GA

17 03 31 01.00 10 2.1.4.1 Membrane-Forming Curing Compound CERTIFICATES GA

18 03 31 01.00 10 3.5.3 Membrane-Forming Curing Compound CERTIFICATES GA

SECTION - 05 14 00.13 WELDING STRUCTURAL ALUMINUM FRAMING

1 05 14 00.13 1.5.2 Welding Procedure Specifications (WPS) CERTIFICATES GA

2 05 14 00.13 1.5.2 Procedure Qualification Records (PQR) CERTIFICATES GA

3 05 14 00.13 1.5.2 Welder Performance Qualifications (WPQ) CERTIFICATES GA

SECTION - 05 50 13

1 05 50 13 2.2 Access doors and panels SHOP DRAWINGS GA

2 05 50 13 2.2 Access doors and panels PRODUCT DATA GA

SECTION - 26 08 00 APPARATUS INSPECTION AND TESTING

1 26 08 00 3.1 Acceptance tests and inspections TEST REPORTS GA

2 26 08 00 1.4.1 Qualifications CERTIFICATES GA

3 26 08 00 1.4.3 Acceptance test and inspections procedur CERTIFICATES GA

SECTION - 26 20 00 INTERIOR DISTRIBUTION SYSTEM

1 26 20 00 2.10 Panelboards SHOP DRAWINGS GA

2 26 20 00 3.1.7.1 Marking strips SHOP DRAWINGS GA

3 26 20 00 2.9 Receptacles PRODUCT DATA GA

4 26 20 00 2.10.3 Circuit breakers PRODUCT DATA GA

5 26 20 00 3.1.6 Switches PRODUCT DATA GA

6 26 20 00 2.11 Enclosed circuit breakers PRODUCT DATA GA

7 26 20 00 2.17 Surge protective devices PRODUCT DATA GA

8 26 20 00 3.5.2 600-volt wiring test TEST REPORTS GA

9 26 20 00 3.5.4 Grounding system test TEST REPORTS GA

10 26 20 00 3.5.3 Ground-fault receptacle test TEST REPORTS GA

11 26 20 00 2.8 Fuses CERTIFICATES GA

12 26 20 00 1.5.1 Electrical Systems O&M DATA GA

SECTION - 26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY APPLICATIONS

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

1 26 32 14.00 10 1.4.10 Detailed Drawings SHOP DRAWINGS GA

2 26 32 14.00 10 3.6 Acceptance SHOP DRAWINGS GA

3 26 32 14.00 10 3.2.4 Performance Tests PRODUCT DATA FIO

4 26 32 14.00 10 2.6 Sound Limitations PRODUCT DATA GA

5 26 32 14.00 10 2.11 Generator PRODUCT DATA FIO

6 26 32 14.00 10 2.3.4 Integral Main Fuel Storage Tank PRODUCT DATA FIO

7 26 32 14.00 10 Day Tank PRODUCT DATA FIO

8 26 32 14.00 10 3.2.1.2 Power Factor PRODUCT DATA FIO

9 26 32 14.00 10 2.5.2 Heat Exchanger PRODUCT DATA FIO

10 26 32 14.00 10 2.15.5 Time-Delay on Alarms PRODUCT DATA FIO

11 26 32 14.00 10 2.5 Cooling System PRODUCT DATA FIO

12 26 32 14.00 10 2.2 Manufacturer's Catalog PRODUCT DATA FIO

13 26 32 14.00 10 1.4.7 Vibration Isolation PRODUCT DATA FIO

14 26 32 14.00 10 3.5 Instructions PRODUCT DATA GA

15 26 32 14.00 10 1.4.8 Experience PRODUCT DATA FIO

16 26 32 14.00 10 1.4.9 Field Engineer PRODUCT DATA FIO

17 26 32 14.00 10 Site Welding PRODUCT DATA FIO

18 26 32 14.00 10 3.1 General Installation PRODUCT DATA FIO

19 26 32 14.00 10 1.4.4 Site Visit PRODUCT DATA FIO

20 26 32 14.00 10 3.2 Onsite Inspection and Tests TEST REPORTS GA

21 26 32 14.00 10 1.4.7 Vibration Isolation CERTIFICATES FIO

22 26 32 14.00 10 Prototype Tests CERTIFICATES FIO

23 26 32 14.00 10 3.2.4.1 Reliability and Durability CERTIFICATES FIO

24 26 32 14.00 10 Emissions CERTIFICATES FIO

25 26 32 14.00 10 2.6 Sound limitations CERTIFICATES FIO

26 26 32 14.00 10 2.11.1 Current Balance CERTIFICATES FIO

27 26 32 14.00 10 2.1 Materials and Equipment CERTIFICATES FIO

28 26 32 14.00 10 2.22 Factory Inspection and Tests CERTIFICATES FIO

29 26 32 14.00 10 3.2.2 Inspections CERTIFICATES FIO

30 26 32 14.00 10 2.5 Cooling System CERTIFICATES FIO

SECTION - 26 56 00 EXTERIOR LIGHTING

1 26 56 00 1.4.1.1 Luminaire drawings SHOP DRAWINGS GA

2 26 56 00 1.4.1.2 Poles SHOP DRAWINGS GA

3 26 56 00 1.6.1 Local/Regional Materials PRODUCT DATA FIO

4 26 56 00 Environmental Data PRODUCT DATA FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

5 26 56 00 1.6.2 Energy Efficiency PRODUCT DATA FIO

6 26 56 00 2.2 Luminaires PRODUCT DATA GA

7 26 56 00 2.2.1 Lamps PRODUCT DATA GA

8 26 56 00 2.2.2 Ballasts PRODUCT DATA GA

9 26 56 00 2.3 Photocell switch PRODUCT DATA GA

10 26 56 00 2.5 Brackets PRODUCT DATA FIO

11 26 56 00 1.4.3 Design Data for luminaires DESIGN DATA GA

12 26 56 00 1.4.2 Pressure treated wood pole quality TEST REPORTS FIO

13 26 56 00 3.4 Operating test TEST REPORTS FIO

14 26 56 00 Operational Service O&M DATA FIO

SECTION - 31 00 00 EARTHWORK

1 31 00 00 3.8 Shoring PRECON SUBMTL GA

2 31 00 00 1.7.1 Dewatering Work Plan PRECON SUBMTL GA

3 31 00 00 3.13 Utilization of Excavated Materials PRODUCT DATA GA

4 31 00 00 1.4.1.2 Rock Excavation PRODUCT DATA GA

5 31 00 00 3.7 Opening of any Excavation or Borrow Pit PRODUCT DATA GA

6 31 00 00 3.20 Shoulder Construction PRODUCT DATA GA

7 31 00 00 3.24.2 Testing TEST REPORTS GA

8 31 00 00 2.1 Borrow Site Testing TEST REPORTS GA

9 31 00 00 3.24.2 Testing CERTIFICATES GA

SECTION - 31 11 00 CLEARING AND GRUBBING

1 31 11 00 Nonsaleable Materials PRODUCT DATA GA

2 31 11 00 2.1 Tree wound paint SAMPLES GA

3 31 11 00 Herbicide SAMPLES GA

SECTION - 31 32 11 SOIL SURFACE EROSION CONTROL

1 31 32 11 Work sequence schedule PRECON SUBMTL GA

2 31 32 11 Erosion control plan PRECON SUBMTL GA

3 31 32 11 3.2.2 Layout SHOP DRAWINGS GA

4 31 32 11 3.2.4 Obstructions Below Ground SHOP DRAWINGS GA

5 31 32 11 Erosion Control SHOP DRAWINGS GA

6 31 32 11 Seed Establishment Period SHOP DRAWINGS GA

7 31 32 11 3.6 Maintenance Record SHOP DRAWINGS GA

8 31 32 11 2.2.2 Geosynthetic Binders PRODUCT DATA GA

9 31 32 11 2.1 Recycled Plastic PRODUCT DATA FIO

10 31 32 11 2.3.3 Wood Cellulose Fiber PRODUCT DATA FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

11 31 32 11 2.3.4 Paper Fiber PRODUCT DATA FIO

12 31 32 11 2.3.9 Mulch Control Netting and Filter Fabric PRODUCT DATA FIO

13 31 32 11 2.5.11 Erosion Control Blankets Type XI PRODUCT DATA FIO

14 31 32 11 2.4 Geotextile Fabrics PRODUCT DATA GA

15 31 32 11 2.7 Aggregate PRODUCT DATA FIO

16 31 32 11 2.6.1 Synthetic Grid Systems PRODUCT DATA GA

17 31 32 11 Equipment PRODUCT DATA GA

18 31 32 11 3.1.1 Finished Grade PRODUCT DATA GA

19 31 32 11 2.5 Erosion Control Blankets PRODUCT DATA GA

20 31 32 11 1.5 Materials SAMPLES GA

21 31 32 11 2.2.2 Geosynthetic Binders TEST REPORTS FIO

22 31 32 11 2.4 Geotextile Fabrics TEST REPORTS FIO

23 31 32 11 2.5 Erosion Control Blankets TEST REPORTS FIO

24 31 32 11 2.6.1 Synthetic Grid Systems TEST REPORTS FIO

25 31 32 11 2.7 Sand TEST REPORTS FIO

26 31 32 11 2.7 Gravel TEST REPORTS FIO

27 31 32 11 3.3.12.1 Fill Material CERTIFICATES GA

28 31 32 11 2.3 Mulch CERTIFICATES GA

29 31 32 11 2.4 Geotextile Fabrics CERTIFICATES GA

30 31 32 11 2.2.2 Geosynthetic Binders CERTIFICATES FIO

31 31 32 11 2.2.1 Synthetic Soil Binders CERTIFICATES FIO

32 31 32 11 1.4.1 Installer's Qualification CERTIFICATES FIO

33 31 32 11 2.1 Recycled Plastic CERTIFICATES FIO

34 31 32 11 2.5.12 Seed CERTIFICATES FIO

35 31 32 11 2.3.8 Asphalt Adhesive CERTIFICATES FIO

36 31 32 11 Tackifier CERTIFICATES FIO

37 31 32 11 2.3.6 Wood By-Products CERTIFICATES FIO

38 31 32 11 2.3.3 Wood Cellulose Fiber CERTIFICATES FIO

39 31 32 11 3.6.2 Maintenance Instructions O&M DATA FIO

SECTION - 32 31 13 CHAIN LINK FENCES AND GATES

1 32 31 13 1.3 Erection/Installation Drawings SHOP DRAWINGS FIO

2 32 31 13 1.3 Fence Assembly SHOP DRAWINGS FIO

3 32 31 13 3.17.1 Location of Gate, Corner, End, and Pull SHOP DRAWINGS FIO

4 32 31 13 1.3 Gate Assembly SHOP DRAWINGS FIO

5 32 31 13 2.18 Gate Hardware and Accessories SHOP DRAWINGS FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

6 32 31 13 1.3 Fence Assembly PRODUCT DATA FIO

7 32 31 13 1.3 Gate Assembly PRODUCT DATA FIO

8 32 31 13 2.18 Gate Hardware and Accessories PRODUCT DATA FIO

9 32 31 13 Recycled material content PRODUCT DATA FIO

10 32 31 13 1.5.1 Zinc Coating CERTIFICATES FIO

11 32 31 13 2.2 Zinc Coating CERTIFICATES FIO

12 32 31 13 2.13 Zinc Coating CERTIFICATES FIO

13 32 31 13 Aluminum alloy coating CERTIFICATES FIO

14 32 31 13 2.3 Fabric CERTIFICATES FIO

15 32 31 13 2.4 Fabric CERTIFICATES FIO

16 32 31 13 3.9 Fabric CERTIFICATES FIO

17 32 31 13 2.14 Stretcher Bars CERTIFICATES FIO

18 32 31 13 2.18 Gate Hardware and Accessories CERTIFICATES FIO

19 32 31 13 2.21 Concrete CERTIFICATES FIO

20 32 31 13 3.4 Concrete CERTIFICATES FIO

21 32 31 13 1.3 Fence Assembly MFRS INSTR FIO

22 32 31 13 1.3 Gate Assembly MFRS INSTR FIO

23 32 31 13 1.3 Hardware Assembly MFRS INSTR FIO

24 32 31 13 1.3 Accessories MFRS INSTR FIO

25 32 31 13 1.3 Accessories MFRS INSTR FIO

SECTION - 32 92 19 SEEDING

1 32 92 19 2.4.3 Wood cellulose fiber mulch PRODUCT DATA GA

2 32 92 19 2.3 Fertilizer PRODUCT DATA GA

3 32 92 19 2.2.3 Topsoil composition tests TEST REPORTS GA

4 32 92 19 2.1 Seed CERTIFICATES GA

5 32 92 19 2.6 Erosion Control Materials MFRS INSTR GA

SECTION - 32 92 23 SODDING

1 32 92 23 2.3 Fertilizer PRODUCT DATA GA

2 32 92 23 2.2.3 Topsoil composition tests TEST REPORTS GA

3 32 92 23 2.1 Sods CERTIFICATES FIO

SECTION - 33 30 00 SANITARY SEWERS

1 33 30 00 1.6 Existing Conditions PRECON SUBMTL FIO

2 33 30 00 1.4.2 Drawings SHOP DRAWINGS FIO

3 33 30 00 2.4.1 Precast concrete manhole SHOP DRAWINGS FIO

4 33 30 00 2.4.4 Metal items SHOP DRAWINGS FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

29 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

5 33 30 00 2.4.4.1 Frames, covers, and gratings SHOP DRAWINGS FIO

6 33 30 00 2.1 Pipeline materials PRODUCT DATA FIO

7 33 30 00 2.5 Reports TEST REPORTS FIO

8 33 30 00 2.3.2 Portland Cement CERTIFICATES FIO

9 33 30 00 Gaskets CERTIFICATES FIO

SECTION - 33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

1 33 32 13.14 2.1 Pipe and fittings PRODUCT DATA GA

2 33 32 13.14 2.2.2 Check valves PRODUCT DATA GA

3 33 32 13.14 2.2.1 Ball valves PRODUCT DATA GA

4 33 32 13.14 2.3 Submersible sewage grinder pumps PRODUCT DATA GA

5 33 32 13.14 FRP wetwell and valve vault PRODUCT DATA GA

6 33 32 13.14 Pump Controls PRODUCT DATA GA

7 33 32 13.14 2.3 Submersible Sewage Grinder Pumps O&M DATA GA

SECTION - 33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

1 33 70 02.00 10 1.4.1 Detail Drawings SHOP DRAWINGS FIO

2 33 70 02.00 10 1.4.2 As-Built Drawings SHOP DRAWINGS FIO

3 33 70 02.00 10 2.2 Nameplates SHOP DRAWINGS GA

4 33 70 02.00 10 2.1 Material and Equipment SHOP DRAWINGS GA

5 33 70 02.00 10 3.2 Installation Requirements SHOP DRAWINGS GA

6 33 70 02.00 10 3.8 Field Testing SHOP DRAWINGS FIO

7 33 70 02.00 10 3.8.5 Operating Tests SHOP DRAWINGS FIO

8 33 70 02.00 10 3.3.1.4 Cable Installation SHOP DRAWINGS FIO

9 33 70 02.00 10 2.1 Material and Equipment CERTIFICATES FIO

10 33 70 02.00 10 Cable Joints CERTIFICATES FIO

11 33 70 02.00 10 Installation Engineer CERTIFICATES FIO

Henry County, Virginia

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 31 13

CHAIN LINK FENCES AND GATES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 ASSEMBLY AND INSTALLATION INSTRUCTIONS

1.4 DELIVERY, STORAGE, AND HANDLING

1.5 QUALITY ASSURANCE

1.5.1 Required Report Data

PART 2 PRODUCTS

2.1 GENERAL

2.2 ZINC COATING

2.3 FABRIC

2.4 TOP AND BOTTOM SELVAGES

2.5 POSTS AND BRACES

2.6 LINE POSTS

2.7 END, CORNER, AND PULL POSTS

2.8 SLEEVES

2.9 TOP RAIL

2.10 CENTER RAILS BETWEEN LINE POSTS

2.11 BOTTOM RAIL

2.12 POST-BRACE ASSEMBLY

2.13 TENSION WIRE

2.14 STRETCHER BARS

2.15 POST TOPS

2.16 STRETCHER BAR BANDS

2.17 GATES

2.18 GATE HARDWARE AND ACCESSORIES

2.19 MISCELLANEOUS HARDWARE

2.20 WIRE TIES

2.21 CONCRETE

2.22 GROUT

2.23 PADLOCKS

PART 3 EXECUTION

3.1 GENERAL

3.2 EXCAVATION

3.3 SETTING POSTS

3.3.1 Earth

3.3.2 Bracing

3.4 CONCRETE STRENGTH

3.5 TOP RAILS

3.6 CENTER RAILS

3.7 BRACE ASSEMBLY

SECTION TABLE OF CONTENTS 32 31 13 Page 1 (ADDED by Amendment No. 0003)

3.8 TENSION WIRE INSTALLATION

3.9 FABRIC INSTALLATION

3.10 STRETCHER BAR INSTALLATION

3.11 GATE INSTALLATION

3.12 TIE WIRES

3.13 FASTENERS

3.14 ZINC-COATING REPAIR

3.15 TOLERANCES

3.16 SITE PREPARATION

3.16.1 Clearing and Grading

3.17 FENCE INSTALLATION

3.17.1 Post Spacing

3.17.2 Top and Bottom Tension Wire

3.18 ACCESSORIES INSTALLATION

3.18.1 Post Caps

3.18.2 Padlocks

3.19 CLEANUP

-- End of Section Table of Contents --

SECTION TABLE OF CONTENTS 32 31 13 Page 2

SECTION 32 31 13

CHAIN LINK FENCES AND GATES

PART 1 GENERAL

1.1 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.

ASTM INTERNATIONAL (ASTM)

ASTM A 116 (2005) Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric

ASTM A 153/A 153M (2005) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A 702 (1989; R 2006) Standard Specification for Steel Fence Posts and Assemblies, Hot Wrought

ASTM A 780 (2001; R 2006) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A 90/A 90M (2007) Standard Test Method for Weight [Mass] of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings

ASTM C 94/C 94M (2009) Standard Specification for Ready-Mixed Concrete

ASTM F 1043 (2008) Strength and Protective Coatings on Metal Industrial Chain-Link Fence Framework

ASTM F 567 (2007) Standard Practice for Installation of Chain Link Fence

ASTM F 626 (2008) Standard Specification for Fence Fittings

ASTM F 883 (2004) Padlocks

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS RR-F-191 (Rev K) Fencing, Wire and Post Metal (and Gates, Chain-Link Fence Fabric, and Accessories)

FS RR-F-191/1 (Rev D) Fencing, Wire and Post, Metal (Chain-Link Fence Fabric)

SECTION 32 31 13 Page 1

FS RR-F-191/2 (Rev D) Fencing, Wire and Post, Metal (Chain-Link Fence Gates)

FS RR-F-191/3 (Rev D) Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces)

FS RR-F-191/4 (Rev D) Fencing, Wire and Post, Metal (Chain-Link Fence Accessories)

1.2 SUBMITTALS

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

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

SD-02 Shop Drawings

Submit Erection/Installation Drawings for the following items in accordance with paragraph entitled, "Assembly and Installations Instructions," of this section.

Fence Assembly Location of Gate, Corner, End, and Pull Posts Gate Assembly Gate Hardware and Accessories

SD-03 Product Data

Submit Manufacturer's catalog data for the following items:

Fence Assembly Gate Assembly Gate Hardware and Accessories Recycled material content

SD-07 Certificates

Submit Certificates of compliance in accordance with the applicable reference standards and descriptions of this section for the following items:

Zinc Coating Aluminum alloy coating Fabric Stretcher Bars Gate Hardware and Accessories Concrete

SD-08 Manufacturer's Instructions

Submit Manufacturer's instructions for the following items:

Fence Assembly Gate Assembly Hardware Assembly

SECTION 32 31 13 Page 2

Accessories

1.3 ASSEMBLY AND INSTALLATION INSTRUCTIONS

Provide manufacturer's instructions that detail proper assembly and materials in the design for fence, gate, hardware and accessories.

Submit Erection/Installation drawings along with manufacturer's catalog data for Complete fence assembly, gate assembly, hardware assembly and accessories.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver materials to site in an undamaged condition. Store materials off the ground to provide protection against oxidation caused by ground contact.

1.5 QUALITY ASSURANCE

1.5.1 Required Report Data

Submit reports of listing of chain-link fencing and accessories regarding weight in ounces for zinc coating.

PART 2 PRODUCTS

2.1 GENERAL

Provide fencing materials that conform to the requirements of ASTM A 116, ASTM A 702, ASTM F 626, and as specified.

2.2 ZINC COATING

Provide hot-dip galvanized (after fabrication) ferrous-metal components and accessories, except as otherwise specified.

Provide zinc coating of weight not less than 1.94 ounces per square foot, as determined from the average result of two specimens, when tested in accordance with ASTM A 90/A 90M.

Provide zinc coating that conforms to the requirements of the following:

Pipe: FS RR-F-191/3 Class 1 Grade A in accordance with ASTM F 1083.

Hardware and accessories: ASTM A 153/A 153M, Table 1

Surface: ASTM F 1043

External: Type B-B surface zinc with organic coating, 0.97 ounce per square foot minimum thickness of acrylated polymer.

Internal: Surface zinc coating of 0.97 ounce per square foot minimum.

Provide galvanizing repair material that is cold-applied zinc-rich coating conforming to ASTM A 780.

2.3 FABRIC

FS RR-F-191 and detailed specifications as referenced and other

SECTION 32 31 13 Page 3 requirements as specified.

FS RR-F-191/1; Type I, zinc-coated steel, 9 gage. Height of fabric, as indicated on the Drawings.

Provide fabric consisting of No. 9-gage wires woven into a 2-inch diamond mesh, with dimensions of fabric and wire conforming to ASTM A 116, ASTM A 702 and ASTM F 626, with 1.29 ounces per square foot zinc galvanizing.

Provide one-piece fabric widths for fence heights up to 12 feet.

2.4 TOP AND BOTTOM SELVAGES

Provide knuckled selvages at top and bottom for fabric with 2 inch mesh.

2.5 POSTS AND BRACES

FS RR-F-191/3 line posts; Class 2, aluminum pipe. End, corner, and pull posts; Class 2, aluminum pipe. Braces and rails; Class 2, aluminum pipe, in minimum sizes listed in FS RR-F-191/3 for each class and grade

2.6 LINE POSTS

Minimum acceptable line posts are as follows:

Up to 6-feet high:

Grade A: 1.900 inch O.D. pipe weighing 2.72 pounds per linear foot.

Grade B: 2.375 inch O.D. pipe weighing 3.12 pounds per linear foot.

Over 6-feet high:

2.0 inch O.D. pipe weighing 3.65 pounds per linear foot.

2.7 END, CORNER, AND PULL POSTS

Provide minimally acceptable end, corner, and pull posts as follows:

Up to 6 feet high:

Grade A: 2.375 inch O.D. pipe weighing 3.65 pounds per linear foot.

Grade B: 2.375 inch O.D. pipe weighing 3.12 pounds per linear foot.

Over 6 feet high:

Grade A: 2.875 inch O.D. pipe weighing 5.79 pounds per linear foot.

Grade B: 2.875 inch O.D. pipe weighing 4.64 pounds per linear foot.

2.8 SLEEVES

Provide sleeves for setting into concrete construction of the same material as post sections, sized 1-inch greater than the diameter or dimension of the post. Weld flat plates to each sleeve base to provide anchorage and prevent intrusion of concrete.

SECTION 32 31 13 Page 4

2.9 TOP RAIL

Provide a minimum of 1.660 inches O.D. pipe rails. Grade A weighing 2.27 pounds per linear foot. Provide expansion couplings 6-inches long at each joint in top rails.

2.10 CENTER RAILS BETWEEN LINE POSTS

For fencing over 6-feet high, provide 1.660 inches O.D. pipe center rails, Grade A weighing 2.27 pounds per linear foot.

2.11 BOTTOM RAIL

Provide Bottom Rail conforming to minimum sizes specified in FS RR-F-191/3 for each class and grade unless members are to be oversized.

2.12 POST-BRACE ASSEMBLY

Provide bracing consisting of 1.660 inches O.D. pipe Grade A weighing 2.27 pounds per linear foot and 3/8 inch adjustable truss rods and turnbuckles.

2.13 TENSION WIRE

Provide galvanized wire, No. 9-gage, coiled spring wire, provided at the bottom of the fabric only. Provide Zinc Coating that weighs not less than

1.6 ounces per square foot.

2.14 STRETCHER BARS

Provide bars that have one-piece lengths equal to the full height of the fabric with a minimum cross section of 3/16 by 3/4 inch, in accordance with ASTM A 116, ASTM A 702 and ASTM F 626.

2.15 POST TOPS

Provide tops that are steel, wrought iron, or malleable iron designed as a weathertight closure cap. Provide one cap for each post, unless equal protection is provided by a combination post-cap and barbed-wire supporting arm. Provide caps with an opening to permit through passage of the top rail.

2.16 STRETCHER BAR BANDS

Provide bar bands for securing stretcher bars to posts that are steel, wrought iron, or malleable iron spaced not over 15 inches on center. Bands may also be used in conjunction with special fittings for securing rails to posts. Provide bands with projecting edges chamfered or eased.

2.17 GATES

FS RR-F-191/2; Type II, double swing. Shape and size of gate frame, as indicated on the Drawings. Framing and bracing members, round of aluminum alloy zinc-coated. Provide gate frames and braces of minimum sizes listed in FS RR-F-191/3 for each Class and Grade, aluminum pipe frames and intermediate braces are 1.869 inches o.d. minimum, 0.940 lb/ft of length.

Gate fabric, is as specified for fencing fabric. Provide plunger bar type gate latches. Provide intermediate members as necessary for gate leaves more than 8 feet wide, to provide rigid construction, free from sag or twist. Attach gate fabric to gate frame in accordance with manufacturer's

SECTION 32 31 13 Page 5 standards, except that welding is not permitted. Arrange padlocking latches to be accessible from both sides of gate, regardless of latching arrangement.

Provide gate frame assembly that is welded or assembled with special malleable or pressed-steel fittings and rivets to provide rigid connections. Install fabric with stretcher bars at vertical edges;

stretcher bars may also be used at top and bottom edges. Attach stretcher bars and fabric to gate frames on all sides at intervals not exceeding 15 inches. Attach hardware with rivets or by other means which provides equal security against breakage or removal.

Provide diagonal cross-bracing, consisting of 3/8-inch diameter adjustable-length truss rods on welded gate frames, where necessary to obtain frame rigidity without sag or twist. Provide nonwelded gate frames with diagonal bracing.

2.18 GATE HARDWARE AND ACCESSORIES

Provide gate hardware and accessories that conforms to ASTM A 116, ASTM A 702, ASTM F 626, and be as specified:

Provide malleable iron hinges to suit gate size, non-lift-off type, offset to permit 180-degree opening.

Provide latch that permits operation from either side of the gate, with a padlock eye provided as an integral part of the latch.

Provide stops and holders of malleable iron for vehicular gates.

Provide stops that automatically engage the gate and hold it in the open position until manually released.

Provide double gates with a cane bolt and ground-set keeper, with latch or locking device and padlock eye designed as an integral part.

Provide manufacturer's standard heavy-duty track ball bearing hanger sheaves, overhead framing and supports, guides, stays, bracing, and accessories as required for easy operation of manual sliding gates.

2.19 MISCELLANEOUS HARDWARE

Provide miscellaneous hot-dip galvanized hardware as required.

2.20 WIRE TIES

Provide 16-gage galvanized steel wire for tying fabric to line posts,spaced 12 inches on center. For tying fabric to rails and braces, space wire ties 24 inches on center. For tying fabric to tension wire, space 0.105-inch hog rings 24 inches on center.

Manufacturer's standard procedure will be accepted if of equal strength and durability.

FS RR-F-191/4. Provide wire ties constructed of the same material as the fencing fabric.

2.21 CONCRETE

Provide concrete conforming to ASTM C 94/C 94M, and obtaining a minimum

SECTION 32 31 13 Page 6

28-day compressive strength of 3,000 psi.

2.22 GROUT

Provide grout of proportions one part portland cement to three parts clean, well-graded sand and a minimum amount of water to produce a workable mix.

2.23 PADLOCKS

Provide padlocks conforming to ASTM F 883, with chain.

PART 3 EXECUTION

Provide complete installation conforming to ASTM F 567.

3.1 GENERAL

Ensure final grading and established elevations are complete prior to commencing fence installation.

3.2 EXCAVATION

Provide excavations for post footings which are drilled holes in virgin or compacted soil, of minimum sizes as indicated.

Space footings for line posts 10 feet on center maximum and at closer intervals when indicated, with bottoms of the holes approximately 3-inches below the bottoms of the posts. Set bottom of each post not less than 36-inches below finished grade when in firm, undisturbed soil. Set posts deeper, as required, in soft and problem soils and for heavy, lateral loads.

Uniformly spread soil from excavations adjacent to the fence line or on areas of Government property, as directed.

When solid rock is encountered near the surface, drill into the rock at least 12 inches for line posts and at least 18 inches for end, pull, corner, and gate posts. Drill holes at least 1 inch greater in diameter than the largest dimension of the placed post.

If solid rock is below the soil overburden, drill to the full depth required except that penetration into rock need not exceed the minimum depths specified above.

3.3 SETTING POSTS

Remove loose and foreign materials from holes and the soil moistened prior to placing concrete.

Provide tops of footings that are trowel finished and sloped or domed to shed water away from posts. Set hold-open devices, sleeves, and other accessories in concrete.

Keep exposed concrete moist for at least 7 calendar days after placement or cured with a membrane curing material, as approved.

Grout all posts set into sleeved holes in concrete with an approved grouting material.

Maintain vertical alignment of posts set in concrete construction until

SECTION 32 31 13 Page 7 concrete has set.

3.3.1 Earth

Provide concrete bases of dimensions indicated on the Drawings. Compact concrete to eliminate voids, and finish to a dome shape.

3.3.2 Bracing

Brace gate, corner, end, and pull posts to nearest post with a horizontal brace used as a compression member, placed at least 12 inches below top of fence, and a diagonal tension rod.

3.4 CONCRETE STRENGTH

Provide Concrete that has attained at least 75 percent of its minimum 28-day compressive strength, but in no case sooner than 7 calendar days after placement, before rails, tension wire, or fabric are installed. Do not stretch fabric and wires or hang gates until the concrete has attained its full design strength.

Take samples and test concrete to determine strength as specified.

3.5 TOP RAILS

Provide top rails that run continuously through post caps or extension arms, bending to radius for curved runs. Provide expansion couplings as recommended by the fencing manufacturer.

3.6 CENTER RAILS

Provide single piece center rails between posts set flush with posts on the fabric side, using special offset fittings where necessary.

3.7 BRACE ASSEMBLY

Provide bracing assemblies at end and gate posts and at both sides of corner and pull posts, with the horizontal brace located at midheight of the fabric.

Install brace assemblies so posts are plumb when the diagonal rod is under proper tension.

Provide two complete brace assemblies at corner and pull posts where required for stiffness and as indicated.

3.8 TENSION WIRE INSTALLATION

Install tension wire by weaving them through the fabric and tying them to each post with not less than 7-gage galvanized wire or by securing the wire to the fabric with 10-gage ties or clips spaced 24 inches on center.

3.9 FABRIC INSTALLATION

Provide Fabric in single lengths between stretch bars with bottom barbs placed approximately 1-1/2-inches above the ground line. Pull fabric taut and tied to posts, rails, and tension wire with wire ties and bands.

Install fabric on the security side of fence, unless otherwise directed.

SECTION 32 31 13 Page 8

Ensure fabric remains under tension after the pulling force is released.

3.10 STRETCHER BAR INSTALLATION

Thread stretcher bars through or clamped to fabric 4 inches on center and secured to posts with metal bands spaced 15 inches on center.

3.11 GATE INSTALLATION

Install gates plumb, level, and secure, with full opening without interference. Install ground set items in concrete for anchorage as recommended by the fence manufacturer. Adjust hardware for smooth operation and lubricated where necessary.

3.12 TIE WIRES

Provide tie wires that are U-shaped to the pipe diameters to which attached. Twist ends of tie wires not less than two full turns and bent so as not to present a hazard.

3.13 FASTENERS

Install nuts for tension bands and hardware on the side of the fence opposite the fabric side. Peen ends of bolts to prevent removal of nuts.

3.14 ZINC-COATING REPAIR

Clean and repair galvanized surfaces damaged by welding or abrasion, and cut ends of fabric, or other cut sections with specified galvanizing repair material applied in strict conformance with the manufacturer's printed instructions.

3.15 TOLERANCES

Provide posts that are straight and plumb within a vertical tolerance of 1/4 inch after the fabric has been stretched. Provide fencing and gates that are true to line with no more than 1/2 inch deviation from the established centerline between line posts. Repair defects as directed.

3.16 SITE PREPARATION

3.16.1 Clearing and Grading

Clear fence line of trees, brush, and other obstacles to install fencing.

Establish a graded, compacted fence line prior to fencing installation.

3.17 FENCE INSTALLATION

Install fence on prepared surfaces to line and grade indicated. Secure fastening and hinge hardware in place to fence framework by peening or welding. Allow for proper operation of components. Coat peened or welded areas with a repair coating matching original coating. Install fence in accordance with fence manufacturer's written installation instructions except as modified herein.

3.17.1 Post Spacing

Provide line posts spaced equidistantly apart, not exceeding 10 feet on

SECTION 32 31 13 Page 9 center. Provide gate posts spaced as necessary for size of gate openings.

Provide corner or pull posts, with bracing in both directions, for changes in direction of 15 degrees or more, or for abrupt changes in grade.

Provide drawings showing location of gate, corner, end, and pull posts.

3.17.2 Top and Bottom Tension Wire

Install top and bottom tension wires before installing chain-link fabric, and pull wires taut. Place top and bottom tension wires within 8 inches of respective fabric line.

3.18 ACCESSORIES INSTALLATION

3.18.1 Post Caps

Design post caps to accommodate top rail. Install post caps as recommended by the manufacturer.

3.18.2 Padlocks

Provide padlocks for gate openings and provide chains that are securely attached to gate or gate posts. Provide padlocks keyed alike, and provide two keys for each padlock.

3.19 CLEANUP

Remove waste fencing materials and other debris from the work site.

-- End of Section --

SECTION 32 31 13 Page 10