am_3.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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The Solicitation for THAAD TEMF FY2012 Fort Hood, TX, is amended as follows:

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is to January 30, 2012, 2:00 p.m., CST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 9A. AMENDMENT OF SOLICITATION NO.

W9126G-12-R-0024

X 9B. DATED (SEE ITEM 11)

16-Dec-2011

10B. DATED (SEE ITEM 13)

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

20-Jan-2012

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9126G-12-R-0024

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. Replace Section 01 33 00 – SUBMITTAL PROCEDURES with the attached new Section 01 33 00 bearing the notation “W9126G-12-R-0024, Amendment No. 0003”

2. Replace Section 23 11 13 – FACILITY POL VEHICLE PIPING with the attached new Section 23 11 13, bearing the notaion “W9126G-12-R-0024, Amendment No. 0003”.

3. Deleted Drawings – Drawing sheet MI601 is deleted from this project in its entirety.

4. Replacement Drawings – Replace the following drawings with the attached new drawings bearing the notation “AM0003”:

G004 – VOLUME II INDEX OF DRAWINGS

G-105 – OVERALL PHASING PLAN

A-002 – LIFE SAFETY PLAN

A-101 – FLOOR PLAN

A-102 – FLOOR PLAN - DIMENSIONS

A-107 – ENLARGED PLANS

A-201 – NORTH AND WEST ELEVATIONS

A-202 – EAST AND SOUTH ELEVATIONS

A-203 – ENLARGED ELEVATIONS

A-301 – SOUTH AND EAST BUILDING SECTIONS

A-302 – NORTH AND WEST BUILDING SECTIONS

A-303 – BUILDING THERMAL ENVELOPE

A-401 – WALL SECTIONS

A-402 – WALL SECTION

A-403 – WALL TYPES

A-404 – WALL TYPES

A-501 – CONNECTION DETAILS

A-502 – PENETRATION DETAILS

A-601 – DOOR AND WINDOW SCHEDULES

A-901 – ELECTRICAL CONTROL BUILDING

A-902 – ELECTRICAL CONTROL BUILDING TYPICAL WALL SECTIONS

C-201 – SANITARY SEWER PROFILE (FORCE MAIN) (STA 0+00 to 10+40)

C-209 – STORM DRAIN PROFILE (ALIGNMENTS “J” AND “K”)

C-210 – STORM DRAIN PROFILE (ALIGNMENTS “L”)

C-211 - STORM DRAIN PROFILE (ALIGNMENTS “M”, “N” AND “Q”)

C-212 - STORM DRAIN PROFILE (ALIGNMENTS “O” AND “P”)

C-220A – ROAD PROFILES (LAKE ROAD) (STA 0+00 TO 13+00)

C-220B – ROAD PROFILES (LAKE ROAD) (STA 13+00 TO 25+00)

C-220C – ROAD PROFILES (LAKE ROAD) (STA 25+00 TO 28+74)

C-232 – CROSS SECTION (LAKE ROAD) (STA 0+00 TO 6+00)

C-233 – CROSS SECTION (LAKE ROAD) (STA 6+50 TO 11+50)

C-234 – CROSS SECTION (LAKE ROAD) (STA 3+00 TO 3+09)

C-235 – CROSS SECTION (LAKE ROAD) (STA 17+00 TO 23+28)

C-236 – CROSS SECTION (LAKE ROAD) (STA 23+50 TO 26+48)

C-237 – CROSS SECTION (LAKE ROAD) (STA 26+50 TO 28+74)

C-503 – PAVEMENT DETAILS II

C-531 – AMERICAN WATER DETAILS

W9126G-12-R-0024

CG100 – OVERALL GRADING PLAN

CG107 – STORM DRAINAGE PLAN III

CG108 – STORM DRAINAGE PLAN IV

ES001 – EXTERIOR ELECTRICAL LEGEND

ES101 – EXTERIOR COMMUNICATION PLAN, AREA “D”

ES102 – EXTERIOR COMMUNICATION PLAN, AREA “E”

MI601 – HVAC CONTROLS

P-601 – PLUMBING SCHEDULES

End of Summary of Changes

Fort Hood THAAD TEMF, PN 077187, PN 071682 FHTDTEMF

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) issuance of notice to proceedor the start of the next major phase of the construction on a multi-phase contract. Includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to start of construction work or next major phase of construction.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

SECTION 01 33 00 Page 1

W9126G-12-R-0024, Amendment No. 0003

Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-09 Manufacturer's Field Reports

SECTION 01 33 00 Page 2

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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 this section.

SD-01 Preconstruction Submittals

Submittal Register; G

SECTION 01 33 00 Page 3

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved G

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only

Submittals not requiring Government approval will be for information only.

They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.4 PREPARATION

1.4.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms are included in the QCS software that the Contractor is required to use for this contract.

Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.6 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.6.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a

SECTION 01 33 00 Page 4

Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.6.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.6.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.6.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.7 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not

SECTION 01 33 00 Page 5 consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.7.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.7.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.7.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.7.4 Government Review Action Codes

Entries for columns (j) and (o), are to be used are as follows (others may be prescribed by Transmittal Form):

SECTION 01 33 00 Page 6

"A" - "Approved as submitted"; "Completed"

"B" - "Approved, except as noted on drawings"; "Completed"

"C" - "Approved, resubmission required"; "Resubmit"

"D" - "Returned by correspondence"; "Completed"

"E" - "Disapproved (See attached)"; "Resubmit"

"F" - "Receipt acknowledged"; "Completed"

"G" - "Other (Specify)"; "Resubmit"

"X" - "Receipt acknowledged, does not comply"; "Resubmit"

1.7.5 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.8 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. AM#3 Adequate time (a minimum of 21 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 60 calendar days will be allowed and shown on the register for review and approval of submittals for refrigeration and HVAC control systems.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.9 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

SECTION 01 33 00 Page 7

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. 2 copies of the approved submittal will be retained by the Contracting Officer and 1 copies of the submittal will be returned to the Contractor. 1.10 DISAPPROVED OR REJECTED

SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

SECTION 01 33 00 Page 8

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

1.13 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.14 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

SECTION 01 33 00 Page 9

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00 Page 10

SECTION 23 11 13

FACILITY POL VEHICLE PIPING

PART 1 GENERAL

1.1 DEFINITIONS

a. AST: Aboveground storage tank.

b. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms.

c. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions.

Examples include rooftop locations.

d. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct shafts, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels.

e. FPM: Vinylidene fluoride-hexafluoropropylene copolymer rubber.

f. FRP: Glass-fiber-reinforced plastic.

g. NRTL: Nationally Recognized Testing Laboratory.

h. UST: Underground storage tank.

i. WOG: Water, Oil, Gas

1.2 REFERENCES

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

ASME INTERNATIONAL (ASME)

ASME B1.20.1 (1983; R 2006) Pipe Threads, General Purpose (Inch)

ASME B1.20.3 (1976; R 2008) Dryseal Pipe Threads (Inch)

ASME B31.9 (2008) Building Services Piping

ASME BPVC (2010) Boiler and Pressure Vessels Code

ASTM INTERNATIONAL (ASTM)

ASTM A 53/A 53M (2010) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A 106/A 106M (2010) Standard Specification for Seamless Carbon Steel Pipe for High-Temperature Service

ASTM B 584 (2009a) Standard Specification for Copper Alloy Sand Castings for General Applications

SECTION 23 11 13 Page 1

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2010) Structural Welding Code - Steel

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-110 (2010) Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 30 (2008; Errata 08-1) Flammable and Combustible Liquids Code

NFPA 31 (2006; Errata 06-1; Errata 07-2; Errata 10-3) Standard for the Installation of Oil-Burning Equipment

NFPA 70 (2011) National Electrical Code

STEEL TANK INSTITUTE (STI)

STI R912 (2009) Installation Instructions for Shop Fabricated Aboveground Tanks for Flammable, Combustible Liquids

THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning

UNDERWRITERS LABORATORIES (UL)

UL 142 (2006; Reprint Jan 2008) Steel Aboveground Tanks for Flammable and Combustible Liquids

UL 1746 (2007) External Corrosion Protection Systems for Steel Underground Storage Tanks

UL 567 (2003; Reprint May 2010) Emergency Breakaway Fittings, Swivel Connectors and Pipe-Connection Fittings for Petroleum Products and LP-Gas

UL 58 (1996; Reprint Jul 1998) Steel Underground Tanks for Flammable and Combustible Liquids

UL 842 (2007; Reprint Jul 2010) Standard for Valves for Flammable Fluids

1.3 SYSTEM DESCRIPTION

This section includes vehicle fluid (POL) distribution systems.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When

SECTION 23 11 13 Page 2 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

Shop Drawings

Fuel oil piping layout. Submit Shop Drawings for facility fuel-oil piping layout. Include plans, piping layout and elevations, sections, and details for fabrication of pipe anchors, hangers, supports for multiple pipes, alignment guides, expansion joints and loops, and attachments of the same to building structure.

Detail location of anchors, alignment guides, and expansion joints and loops.

Waste fluid storage tanks: include details of supports and anchors.

Coordination drawings: Plans and details, drawn to scale, showing fuel oil piping and coordinated with other installations.

Oil/Water Separator. Submit shop drawings for oil water separator. Include plans, sections, details.

SD-03 Product Data

Product Data

Submit product data for each type of product indicated. Include construction details, material descriptions, and dimensions of individual components and profiles. Also include, where applicable, rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories.

Piping specializes.

Valves Include pressure rating, capacity, settings, and electrical connection data of selected models.

Fuel Oil Storage Tanks: Each type and size of fuel-oil storage tank. Indicate dimensions, weights, loads, components, and location and size of each field connection.

Waste fluid storage tank accessories.

Waste fluid storage tank accessories.Liquid-level gage system.

Leak detection and monitoring system.

Oil/Water Separator

SD-07 Certificates

Welding Procedures Specifications (WPS) Certified Brazing Procedure Specifications (BPS) Certified Procedure Qualification Records (PQR) Certified Welder Performance Qualifications (WPQ)

Certified Brazer Performance Qualifications (BPQ)

SD-09 Manufacturer's Field Reports

Field quality control reports

SECTION 23 11 13 Page 3

SD-10 Operation and Maintenance Data

Maintenance Manuals

SD-11 Closeout Submittals

As-built Drawings Warranty(s)

1.5 QUALITY ASSURANCE

Provide Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

Comply with ASME B31.9, "Building Services Piping," for vehicle fluids piping materials, installation, testing, and inspecting.

Comply with requirements of the EPA and of state and local authorities having jurisdiction. Include recording of fuel-oil storage tanks and monitoring of tanks and piping.

1.5.1 Qualifications

Steel Support Welding Qualifications: Qualify procedures and Certified Welder Performance Qualifications in accordance with AWS D1.1/D1.1M.

Pipe Welding Qualifications: Qualify procedures and Certified Welder Performance Qualifications in accordance with ASME BPVC

1.6 DELIVERY, STORAGE, AND HANDLING

Lift and support fuel-oil storage tanks only at designated lifting or supporting points, as shown on Shop Drawings. Do not move or lift tanks unless empty.

Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture.

1.7 WARRANTY

Provide manufacturer's standard warranty.

PART 2 PRODUCTS

2.1 PIPES, TUBES, AND FITTINGS

a. See Part 3 piping schedule articles for where pipes, tubes, fittings, and joining materials are applied in various services.

b. Steel Pipe: For fluid indicated.

(1) Engine Oil and Automatic Transmission: Schedule 80, black steel pipe, ASTM A 53/A 53M and ASTM A 106/A 106M Grade B with 3,000 psi maximum working pressure, carbon steel welded fittings or medium pressure steel tubing, 5/8" O.D. x .049 wall with Swagelok fittings. Threaded fittings at pump and service reel connections shall be steel, rated at 2000 psi maximum working pressure. Fittings shall be assembled with joint compound

SECTION 23 11 13 Page 4 compatible with fluid used.

(2) Chassis Grease: Schedule 160 black steel meeting ASTM A 106/A 106M Grade B requirements with socket-weld type fittings rated for 6000 psi or high pressure steel tubing, 5/8" O.D. x .083 wall with Swagelok fittings. Threaded fittings at pumps and service reel connection shall be steel, rated at 6000 psi maximum working pressure. Fittings shall be assembled with joint compound compatible with fluid used.

(3) Engine Coolant: Schedule 40, galvanized black steel pipe, ASTM A 53/A 53M and ASTM A 106/A 106M Grade B with 3,000 psi maximum working pressure, carbon steel welded fittings or medium pressure steel tubing, 5/8" O.D. x .049 wall with Swagelok fittings. Threaded fittings at pump and service reel connections shall be steel, rated at 2000 psi maximum working pressure.

Fittings shall be assembled with joint compound compatible with fluid used.

(4) Gear Oil: Schedule 80 black steel pipe meeting ASTM A 106/A 106M Grade B requirements with socket weld carbon steel rated for 3000 psi maximum working pressure or medium pressure steel tubing, 5/8" O.D. x .049 wall with Swagelok fittings. Apply a field applied cold fittings at pumps and service reel connections shall be steel, rated at 2000 psi maximum working pressure. Fittings shall be assembled with joint compound compatible with fluid used.

2.2 PIPING SPECIALTIES

a. Flexible Connectors: Comply with UL 567.

(1) Metallic Connectors:

(a) Listed and labeled for aboveground and underground applications by an NRTL acceptable to authorities having jurisdiction.

(b) Stainless-steel bellows with woven, flexible, bronze or stainless-steel, wire-reinforcing protective jacket.

(c) Minimum Operating Pressure: 150 psig.

(d) End Connections: Socket, flanged, or threaded end to match connected piping.

(e) Maximum Length: 30 inches.

(f) Swivel end, 50-psig maximum operating pressure.

(g) Factory-furnished anode.

(2) Non-metallic Connectors:

(a) Listed and labeled for underground applications by an NRTL acceptable to authorities having jurisdiction.

(b) PFTE bellows with woven, flexible, bronze or stainless-steel, wire-reinforcing protective jacket.

(c) Minimum Operating Pressure: 150 psig.

(d) End Connections: Socket, flanged, or threaded end to match connected piping.

(e) Maximum Length: 30 inches.

(f) Swivel end, 50-psig maximum operating pressure.

(g) Factory-furnished anode.

2.3 JOINING MATERIALS

a. Joint Compound and Tape: Suitable for fuel oil.

b. Welding Filler Metals: Comply with AWS D10.12/D10.12M for welding

SECTION 23 11 13 Page 5 materials appropriate for wall thickness and chemical analysis of steel pipe being welded.

2.4 MANUAL FUEL-OIL SHUTOFF VALVES

a. See valve schedule in Part 3 for where each valve type is applied in various services.

b. General Requirements for Metallic Valves, NPS 2 and Smaller for Liquid Service: Comply with UL 842.

(1) CWP Rating: 125 psig.

(2) Threaded Ends: Comply with ASME B1.20.1.

(3) Dryseal Threads on Flare Ends: Comply with ASME B1.20.3.

(4) Tamperproof Feature: Locking feature for valves indicated in the valve schedule.

(5) Service Mark: Initials "WOG" shall be permanently marked on valve body.

c. One-Piece, Bronze Ball Valve with Bronze Trim: MSS SP-110.

(1) Body: Bronze, complying with ASTM B 584.

(2) Ball: Chrome-plated brass.

(3) Stem: Bronze; blowout proof.

(4) Seats: Reinforced TFE; blowout proof.

(5) Packing: Separate packnut with adjustable-stem packing threaded ends.

(6) Ends: Threaded, flared, or socket as indicated in the valve schedule.

(7) CWP Rating: 600 psig.

(8) Service Mark: Initials "WOG" shall be permanently marked on valve body.

d. Two-Piece, Regular-Port Bronze Ball Valves with Bronze Trim:

MSS SP-110.

(1) Body: Bronze, complying with ASTM B 584.

(2) Ball: Chrome-plated bronze.

(3) Stem: Bronze; blowout proof.

(4) Seats: Reinforced TFE.

(5) Packing: Threaded-body packnut design with adjustable-stem packing.

(6) Ends: Threaded, flared, or socket as indicated in the valve schedule.

(7) CWP Rating: 600 psig.

(8) Service Mark: Initials "WOG" shall be permanently marked on valve body.

2.5 PUMP ASSEMBLIES

Pneumatic Pump shall be by Lincoln or approved equal as specified in the Fluid Distribution Schedule on the drawings.

2.6 HOSE REEL ASSEMBLIES

Hose Reel Assemblies shall be by Lincoln or approved equal per the schedule on the drawings with single pedestal frame, metal spool, sealed field adjustable springs, and sealed roller bearings.

2.7 ABOVE GROUND STORAGE TANKS (AST)

a. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on drawings or comparable product by one of the following:

(1) Ace Tank & Equipment Company.

SECTION 23 11 13 Page 6

(2) Adamson Global Technology Corporation

(3) Brown Tank

(4) Buffalo Tank Company, Inc.

(5) Cardinal Tank Corp.

(6) Clawson Tank Company.

(7) Containment Solutions, Inc.

(8) Hall Tank Co

(9) Highland Tank & Manufacturing Company, Inc.

(10) Modern Welding Company, Inc.

(11) Palmer Manufacturing & Tank Inc.

(12) Safe-T-Tank Corp.

(13) Steel Tank & Fabricating Co., Inc.

(14) Watco Tanks, Inc.

(15) We-Mac Manufacturing, Inc.

b. Description: UL 142, single-wall, steel tank for waste oil and antifreeze.

c. Description: UL 142, double-wall, steel tank; with primary- and secondary-containment walls and interstitial space for fuel oil.

d. Construction: Fabricated with welded, carbon steel; suitable for operation at atmospheric pressure and for storing fuel oil with specific gravity up to 1.1 and with maintained temperature up to 150 deg F.

e. Supports: Manufacturer's standard structural steel welded to tank.

f. Capacities and Characteristics:

(1) Capacity: 500 gallon.

(2) Connection Sizes:

(a) Fill Line: 2" NPS

(b) Vent Line: 4" NPS

(c) Outlet: 2" NPS with dip tube

(d) Leak Detection: 2" NPS

(e) Level Gage: 2" NPS

2.7.1 Above Ground Storage Tank (AST)

AST shall comply with NFPA 30.

2.8 SHOP PAINTING OF AST

a. Apply manufacturer's standard prime coat to exterior steel surface of AST and supports.

b. Prepare exterior steel surface of AST and tank supports.

c. Shop Cleaning: After fabrication, blast clean according to SSPC SP 6/NACE No.3.

d. After cleaning, remove dust or residue from cleaned surfaces.

e. If surface develops rust before prime coat is applied, repeat surface preparation.

f. Apply manufacturer's standard prime coat to shop-cleaned, dry surface same day as surface preparation.

g. Apply manufacturer's standard two-component, epoxy finish coats.

2.9 FUEL-OIL AST ACCESSORIES

a. Threaded pipe connection fittings on top of tank, for fill, supply, return, vent, sounding, and gaging. Include cast-iron plugs for shipping.

b. Lifting Lugs: For handling and installation.

c. Ladders: Carbon-steel ladder inside tank, anchored to top and bottom, and located as indicated. Include reinforcement of tank at

SECTION 23 11 13 Page 7 bottom of ladder.

d. Sounding and Gage Tubes: Extension of fitting into tank, terminating 6 inches above tank bottom and cut at a 45-degree angle.

2.10 LIQUID-LEVEL GAGE SYSTEM

Liquid-level gauge shall be Morrison Clock Gauge or approved equal direct-reading gauge, calibrated in feet and inches with all metal construction and stainless steel wetted components.

2.11 LEAK-DETECTION AND MONITORING SYSTEM

Leak Detection and Monitoring System shall be Krueger Sentry Type K Leak Gauge with aluminum guard or approved equal with aluminum and polypropylene-wetted parts, external indicator showing level of fluid in interstitial space, and external metal guard.

2.12 ELECTRONIC FLUID DISPENSING METERS

Provide Badger model EPM-2 STD electric preset meter or approved equal electronic dispensing meter with liquid crystal display, automatic shut off at preset, emergency shutoff, battery condition indicator, in-line swivel fittings, and dispensing nozzles. Meters shall be provided at all antifreeze, engine oil, gear oil and transmission fluid hose stations.

2.13 OIL/WATER SEPARATOR

Oil/Water separator shall be underground, double walled as shown on the drawings. Separator shall be Highland Tank Series G or approved equal as described herein. The free oil and grease concentration in the effluent from the separator shall not exceed 15 mg/l (15 PPM). Separator shall have an oil storage capacity equal to not less than 35% of the total vessel volume.

a. Man-ways shall be provided into all compartments of tanks and other areas requiring access to perform maintenance. The use of plastic perforated tubes, spherical balls, or irregular shaped media shall not be permitted.

b. Identification plates shall be affixed in prominent location and be durable and legible throughout life of separator.

c. Corrosion protection shall be provided and include of a minimum of isolation spool pieces and dielectric isolation gaskets and bushings.

Surfaces shall be commercially grit blasted. External coating shall be 75 mils DFT self reinforcing polyurethane and internal surfaces with 10 mils DFT heavy duty polyurethane.

d. Separator shall be supplied with an audible and visual alarm system that visually indicates high level of oil storage tank.

e. The separator shall be listed to UL-SU2215.

f. Separator capacities, dimensions, construction, and thickness shall be in accordance with UL 58, single-walled construction.

g. Separator Corrosion Control System shall be in strict accordance with Underwriters Laboratories Inc. Subject UL 1746.

SECTION 23 11 13 Page 8

h. Oil/water separator shall comply with National Fire Protection Association NFPA 30.

PART 3 EXECUTION

3.1 SOURCE QUALITY CONTROL

Pressure test and inspect fuel-oil storage tanks, after fabrication and before shipment, according to ASME and the following:

(1) Double-Wall Steel ASTs: UL 142, STI F921.

(2) Affix standards organization's code stamp.

3.2 EXAMINATION

a. Examine roughing-in for fuel-oil piping system to verify actual locations of piping connections before equipment installation.

b. Proceed with installation only after unsatisfactory conditions have been corrected.

3.3 INDOOR PIPING INSTALLATION

a. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings.

b. Arrange for pipe spaces, chases, slots, sleeves, and openings in building structure during progress of construction, to allow for mechanical installations.

c. Install piping in concealed locations unless otherwise indicated and except in equipment rooms and service areas.

d. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls.

Diagonal runs are prohibited unless specifically indicated otherwise.

e. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal.

f. Install piping free of sags and bends.

g. Install fittings for changes in direction and branch connections.

h. Verify final equipment locations for roughing-in.

i. Comply with requirements for equipment specifications in plumbing and HVAC Sections for roughing-in requirements.

j. Conceal pipe installations in walls, pipe spaces, or utility spaces;

above ceilings; below grade or floors; and in floor channels unless indicated to be exposed to view.

k. Prohibited Locations:

(1) Do not install fuel-oil piping in or through circulating air ducts, clothes or trash chutes, chimneys or gas vents (flues), ventilating ducts, or dumbwaiter or elevator shafts.

(2) Do not install fuel-oil piping in solid walls or partitions.

l. Use eccentric reducer fittings to make reductions in pipe sizes.

Install fittings with level side down.

m. Connect branch piping from top or side of horizontal piping.

n. Install unions in pipes NPS 2 and smaller at final connection to each piece of equipment and elsewhere as indicated. Unions are not required on flanged devices.

o. Do not use vehicle fluid piping as grounding electrode.

SECTION 23 11 13 Page 9

3.4 VALVE INSTALLATION

a. Install manual fuel-oil shutoff valves on branch connections to fuel-oil appliance.

b. Install valves in accessible locations.

c. Protect valves from physical damage.

d. Install metal tag attached with metal chain indicating vehicle fluid piping systems.

e. Identify valves as specified in Section 22 22 00.

f. Install one-piece, bronze ball valve with hose end connection at low points in fuel-oil piping.

g. Install emergency shutoff valves at dispensers.

3.5 PIPING JOINT CONSTRUCTION

a. Ream ends of pipes and tubes and remove burrs.

b. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly.

c. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

(1) Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified.

(2) Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds.

d. Welded Joints: Construct joints according to AWS D10.12/D10.12M, using qualified processes and welding operators according to "Quality Assurance" Article.

(1) Bevel plain ends of steel pipe.

(2) Patch factory-applied protective coating as recommended by manufacturer at field welds and where damage to coating occurs during construction.

e. Flanged Joints: Install gasket material, size, type, and thickness for service application. Install gasket concentrically positioned.

f. Flared Joints: Comply with SAE J513. Tighten finger tight, then use wrench according to fitting manufacturer's written recommendations. Do not overtighten.

3.6 AST INSTALLATION

a. Provide tank bases and supports.

b. Connect piping and vent fittings.

c. Provide ground connections.

d. Provide tank leak-detection and monitoring devices.

e. Provide steel ASTs according to STI R912.

3.7 HANGER AND SUPPORT INSTALLATION

a. Pipe hanger and support and equipment support materials and installation requirements are specified in Section 22 20 00.

b. Provide hangers for horizontal steel piping with the following maximum spacing and minimum rod sizes: NPS 1-1/4 and Smaller: Maximum span, 84 inches; minimum rod size, 3/8 inch.

c. Support vertical steel pipe at each floor and at spacing not greater than 15 feet.

SECTION 23 11 13 Page 10

3.8 LIQUID-LEVEL GAGE SYSTEM INSTALLATION

Provide liquid-level gage system.

3.9 CONNECTIONS

a. Provide piping adjacent to equipment to allow service and maintenance.

b. Provide unions, in piping NPS 2 and smaller, adjacent to each valve and at final connection to each piece of equipment having threaded pipe connection.

c. Connect piping to equipment with ball valve and union. Install union between valve and equipment.

3.10 LABELING AND IDENTIFYING

a. Nameplates, pipe identification, and signs are specified in Section 23 00 00.10

b. Equipment Nameplates and Signs: Provide engraved plastic-laminate equipment nameplates and signs on or near each service regulator, service meter, and earthquake valve.

(1) In addition to identifying unit, distinguish between multiple units, inform operator of operational requirements, indicate safety and emergency precautions, and warn of hazards and improper operations.

3.11 FIELD QUALITY CONTROL

a. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect, test, and adjust components, assemblies, and equipment installations, including connections.

b. Tests and Inspections:

(1) Tanks: Minimum hydrostatic or compressed-air test pressures for fuel-oil storage tanks that have not been factory tested and do not bear the ASME code stamp or a listing mark acceptable to authorities having jurisdiction:

(a) Single-Wall Tanks: Minimum 3 psig and maximum 5 psig.

(b) Double-Wall Tanks:

1) Inner Tanks: Minimum 3 psig and maximum 5 psig.

2) Interstitial Space: Minimum 3 psig and maximum 5 psig, or 5.3-in. Hg vacuum.

(2) Piping: Minimum hydrostatic or pneumatic test-pressures measured at highest point in system:

(a) Vehicle Fluid Piping: Comply with ASME B31.9.

(3) Inspect and test fuel-oil piping according to NFPA 31, "Tests of Piping" paragraph; and according to requirements of authorities having jurisdiction.

c. Vehicle fluid piping and equipment will be considered defective if it does not pass tests and inspections.

d. Prepare test and inspection reports.

3.12 ABOVEGROUND MANUAL FUEL-OIL SHUTOFF VALVE SCHEDULE

a. Distribution piping valves for pipe NPS 2 and smaller shall be one of the following:

(1) One-piece, bronze ball valve with bronze trim.

(2) Two-piece, regular-port, bronze ball valves with bronze trim.

b. Valves in branch piping for…