CONTRACT DOCUMENTS AND SPECIFICATIONS FOR PROJECT 16-00238-APQC … · 2019-08-05 · CONTRACT...

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Technical Services Contract 0716 CONTRACT DOCUMENTS AND SPECIFICATIONS FOR PROJECT 16-00238-APQC LRV Traction Motor Armature Rewind

Transcript of CONTRACT DOCUMENTS AND SPECIFICATIONS FOR PROJECT 16-00238-APQC … · 2019-08-05 · CONTRACT...

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Technical Services Contract 0716

CONTRACT DOCUMENTS

AND

SPECIFICATIONS

FOR

PROJECT 16-00238-APQC LRV Traction Motor Armature Rewind

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Technical Services Contract Instructions to Bidders 0716

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INSTRUCTIONS TO BIDDERS

1. Read All Contract Documents!!!

Bidders shall carefully examine the Contract Documents in their entirety as no extra payments or allowancewill be made for ignorance of for failure to comprehend, any of the conditions set out anywhere in this entirepackage.

2. Firm Bids

Each bid submitted shall remain firm for at least ninety (90) days from the date of the Bid Opening and maynot be withdrawn in whole or in part during that time. Bidder shall forfeit its bid security to the extent of thedamage to SEPTA occasioned by such withdrawal.

3. Complete Price

The price quoted in any bid submitted shall include all items of labor, materials, tools, equipment, insuranceand other costs necessary to fully complete the work pursuant to the Contract Documents. It is the intention ofthe Contract Documents to provide and require a completed work project ready for operation. Any workitems omitted from such Contract Documents which are clearly necessary for the completion of such workand its appurtenances shall be considered a part of such work although not directly specified or called for inthe Contract Documents. The total price quoted for any item(s) shall be deemed by SEPTA to include thecosts and NO EXTRAS will be allowed on that account. Bids which purport to exclude these costs will berejected as non-responsive.

4. Basis of Award

An award, if any will be to the lowest responsive, responsible bidder excluding any cash discount offered forall item(s) listed in the Schedule A per Specifications, if applicable, as deemed in the best interest of SEPTA.Any contract(s) to be awarded will be awarded to the RESPONSIBLE BIDDER(S) submitting the LOWESTRESPONSIVE BID or COMBINATION of BIDS. In considering alternates the following will prevail:

a. Where alternates (additive or deductive) are not permitted or requested or where SEPTA elects toaward a contract excluding alternates, the award, if one is made, shall be made to the responsiblebidder submitting the lowest BASE BID.

b. Where alternates (additive or deductive) are required to be bid and such alternates may be selected bySEPTA as part of the performance under the contract, the award(s), if one is made, shall be made tothe responsible bidder submitting the lowest BASE BID (price without consideration of alternates).However, award of work for alternates may only be made to the bidder submitting the lowest BASEBID if the total of the BASE BID and the bid for such alternate or alternates, is the lowest bidsubmitted. If the bidder submitting the lowest BASE BID is not the lowest bidder for the total BASEBID plus alternate, or alternates, no alternates shall be awarded.

c. Responsiveness. A responsive bid is one, both as to form and substance, which conforms to all theessential terms and conditions of the Invitation and in which the work/material offered meets thespecifications in all essential respects. SEPTA reserves the right to waive minor informalities orirregularities whenever it is to the advantage of SEPTA to do so.

d. Responsibility. SEPTA will only award a contract to a firm which it has determined to beresponsible. The Bidder shall furnish adequate documentation, as determined by SEPTA, within five(5) days of receipt of SEPTA's written request to permit SEPTA to determine the responsibility ofbidder. A responsible bidder is one which meets the following standards:

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Technical Services Contract Instructions to Bidders 0716

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(1) Integrity and Ethics - Has a satisfactory record of integrity and business ethics, in compliance with 49 U.S.C. section 5325(j) (2) (A);

(2) Debarment and Suspension – Is neither debarred nor suspended from Federal programs under DOT regulations, “Nonprocurement Suspension and Debarment,” 2CFR Parts 180 and 1200, or under FAR at 48CFR Chapter 1 Part 9.4 or any Commonwealth of Pennsylvania funded programs;

(3) Affirmative Action and DBE – Is in compliance with the Common Grant Rules’ affirmative action and DOTs’ Disadvantaged Business Enterprise requirements, 49 CFR part 26;

(4) Public Policy – Is in compliance with the public policies of the Federal Government, as required by 49 U.S.C. Section 5325 (j) (2) (B) and Commonwealth of Pennsylvania public policies;

(5) Administrative and Technical Capacity – has the necessary organization, experience, accounting, and operational controls and technical skills, or the ability to obtain them in compliance with 79 U.S.C Section 5325 (j) (2) (D);

(6) Licensing and Taxes – Is in compliance with applicable licensing and tax laws and regulations;

(7) Financial Resources – has, or can obtain, sufficient financial resources to perform the contract, as required by 49 U.S.C. Section 5325 (j) (2) (D);

(8) Production Capability – Has, or can obtain, the necessary production, construction and technical equipment and facilities;

(9) Timeliness – Is able to comply with the required delivery or performance schedule, taking into consideration all existing commercial and governmental business commitments;

(10) Performance Record – Is able to provide a satisfactory current and past performance record.

SEPTA RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS OR ANY PART OF ANY OR ALL BIDS, WHENEVER IT IS IN THE BEST INTEREST OF SEPTA TO DO SO.

5. Taxes

Bidder, as a result of any contract entered into pursuant to this Invitation, may be subject to certain businesstaxes imposed by, but not limited to, municipal, school district, Commonwealth of Pennsylvania and/or theFederal government.

As to the sales tax imposed by the Commonwealth and some municipalities, bidder is directed to theprovisions in Pennsylvania law found at 72 P.S. 72 §7201 et seq. SEPTA makes no representation that thesestatutes are the only relevant statutes that apply to this Invitation.

Bidder acknowledges that nothing in this Invitation constitutes legal advice by SEPTA thereon. Bidder, towhatever extent that Bidder deems necessary, must obtain its own legal advice on any question concerningrelevant taxes. Bidder is responsible for making its own investigation to determine whether or not it is subjectto municipal, Commonwealth or Federal taxes and for paying for such tax if applicable. Bidders are herebyinformed that SEPTA is obligated by law to furnish to governmental entities, upon their request, the name andaddress of any person or firm with whom SEPTA has a contract for goods and/or services.

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6. Time of Completion, Completion Date

The work must be completed within the time frame(s) specified in the bid Schedule A.

7. Bid Security – NOT USED

8. Discrepancies - Duty of Bidder to Clarify Ambiguities

Should a bidder find any discrepancy or ambiguity, or omission from the drawings and/or specifications, orshould it be in doubt as to their meaning, the Bidder must at once notify SEPTA who will, if it determines it tobe necessary, send a written addendum for clarification purposes to all bidders. Only written modificationsissued as addenda will effect changes in the Bidding and/or Contract Documents. Failure of bidder to clarifyambiguities prior to bid opening constitutes a waiver of their right to raise any such ambiguity after bidopening.

9. Addenda

The contents of all addenda to bidders are to be incorporated in the bid and will become part of the Biddingand/or Contract Documents. The Bid Opening will be held no earlier than the fifth (5th) calendar day from thedate of any addenda.

10. Site Inspections - NOT USED

11. Proposed Subcontractor's Listing - NOT USED

12. Or Equals

Where items of equipment and/or material is defined by using a trade name or the name and catalognumber of a particular manufacturer or vendor, or a limited description, the term "OR EQUAL" if notwritten thereafter shall be implied. Any reference to a particular manufacturer's product either by tradename or limited description is only for purposes of setting a standard of performance, quality,composition, construction or size.

The term "OR EQUAL" means any other manufactured product or article which is equivalent in material,workmanship and service and is as efficient and economical in operation in the opinion of SEPTA.

13. Bid Package

The Bid Package that will be submitted to SEPTA must include the following to be considered responsive:

a. Signed Bid Acknowledgement Form.b. Bid Securityc. Buy America Certificate, signed (If the highest possible Contract Sum, taking into consideration of

all items bid and all possible combinations of alternates which might be included in the actual awardis over $100,000).

14. Contract

The bidders should execute and submit one (1) copy of the Agreement (pages 1 through 96) and all of its Exhibits and, if applicable, Special Conditions.

If bidder's Bid Form contains base bid and ALTERNATES (additive or deductive) bidder shall leaveParagraph II. (Contract Sum) of the Agreement blank. The final dollar amount shall be inserted by SEPTA in

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accordance with bidders' bid based on base bid plus or minus those alternates chosen by SEPTA.

The Agreements of all bidders will be retained by SEPTA until (a) a contract is awarded and entered into; (b) a period of ninety (90) days has passed or; (c) all bids are rejected, whichever comes first.

15. Non-Collusion Requirement

In the event bidder is deemed the lowest responsive bidder and as part of the bid signed herewith, bidderhereby agrees to sign an Affidavit of Non-Collusion, if requested by SEPTA, in form acceptable to SEPTAprior to the award, if any, of the contract. A sample Affidavit of Non-Collusion is included in the Bid Forms..

16. Construction Subcontracting Requirements – NOT USED

17. Certification Regarding Debarment, Suspension, and Other Responsibility Matters --

Suspension and Debarment

This contract is a covered transaction for purposes of 49 CFR Part 29. As such, the Contractor is required to verify that none of the Contractor’s principals, as defined at 49 CFR 29.995, or affiliates, as defined at 49 CFR 29.905, are excluded or disqualified as defined at 49 CFR 29.940 and 29.945.

The Contractor is required to comply with 49 CFR 29, Subpart C and must include the requirement to comply with 49 CFR 29, Subpart C in any lower tier covered transaction it enters into. By signing and submitting its bid, the bidder certifies as follows:

The certification in this clause is a material representation of fact relied upon by SEPTA. If it is later determined that the bidder knowingly rendered an erroneous certification, in addition to remedies available to SEPTA, the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. The bidder agrees to comply with the requirements of 49 CFR 29, Subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder further agrees to include a provision requiring such compliance in its lower tier covered transactions.

18. Disadvantaged Business Enterprise (DBE) Goal

No Goal(s) Established – While SEPTA has not established a goal for this solicitation, we must attemptto use race-neutral means of obtaining DBE participation whenever possible. In accordance with 49 CFRparts 26.39 and 26.51, we strongly encourage prime contractors to provide subcontracting opportunitiesthat small businesses, including DBEs, can reasonable perform. If the successful bidder will be using aDBE subcontractor/ subconsultant/supplier in conjunction with the contract, the bidder must submit aproperly executed DBE Participation Schedule for each participating DBEsubcontractor/subconsultant/supplier. Please refer to the DBE section, Exhibit IV.

19. SEPTA Solicitation Statistics Survey for DBE and Non-DBE Contractor/Subcontractor Form

All Bidders are required to complete a SEPTA Solicitation Statistics Survey for themselves and each of their DBE and non-DBE bidders in accordance with 49 CFR part 26.11. The form is to be signed by an officer legally authorized to bind the Bidder to a Contract and shall be submitted to SEPTA upon written request.

20. Steel Products Act

All steel products used or supplied in the performance of the Contract shall be products produced from steel made in the United States in conformity with the Steel Products Procurement Act of 1978 (Act No. 3 of 1978, March 3, P.L. 6 (73 P.S. §1881 et seq.)), as amended and, if the federal Buy America requirements are

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applicable to the Contract, in full conformity with the Buy America provisions of 49 U.S.C. §5323(j) [formerly the Federal Surface Transportation Assistance Act of 1982, as amended] and the applicable regulations in 49 CFR Part 661.

The Commonwealth of Pennsylvania considers the requirements of the Steel Products Procurement Act to be met for federally funded projects with the federal Buy America Requirements.

21. Certification Regarding Lobbying. (If the highest possible Contract Sum, taking into consideration all itemsbid and all possible combinations of alternates which might be included in the actual award is over$100,000)

By signing and submitting a bid, the bidder agrees to furnish the Certification Regarding Lobbying. Thesigned Certification may be submitted concurrent with the submission of the Bid Forms. If theCertification is not submitted along with the Bid Forms, it shall be submitted within five (5) days of bidopening, unless SEPTA grants, in writing, an extension.

22. Buy America Provision (If the highest possible Contract Sum, taking into consideration all items bid andall possible combinations of alternates which might be included in the actual award is over $100,000)

FORM 2

This procurement is subject to the Federal Transit Administration Buy America Requirements in 49 CFRPart 661 and Federal Public Transportation Law 49 U.S.C. Chapter 53.

A Buy America Certificate, as per attached format, must be completed and submitted with the bid inaccordance with the requirements of 49 CFR § 661.13. A bid which does not include the certificate willbe considered non-responsive.

A waiver from the Buy America Provision may be sought by SEPTA if grounds for the waiver exist.

In order to qualify as a domestic end-product, the cost of components produced in the United States mustexceed 60 percent (%), as defined in 49 CFR 661, of the cost of all components and subcomponents, andfinal assembly must take place in the United States.

Bidder understands and agrees that, pursuant to 49 CFR 661.13, whether or not it certifies that it willcomply with the applicable Buy America requirement, bidder is bound by its original certification and isnot permitted to change its certification after bid opening. In addition, if bidder certifies that it will complywith the applicable Buy America requirements bidder understands and agrees that it is not eligible for awaiver of those requirements.

23. Certification Regarding Compliance with Immigration Reform and Control Act of 1986

By signing and submitting a bid, the bidder agrees to furnish the Certification Regarding Compliance withImmigration Reform and Control Act of 1986 in compliance with the requirements stated in 8 U.S.C. §1324(a). The signed Certification may be submitted concurrent with the submission of the Bid Forms. If theCertification is not submitted along with the Bid Forms, it shall be submitted within five (5) days of bidopening, unless SEPTA grants, in writing, an extension.

24. Furnishing of Bonds: - NOT USED

25. Rights Reserved

In submitting their bid the Contractor understands that the right is reserved by SEPTA to reject any and allbids, or part of any bid, and it is agreed that the bid may not be withdrawn for a period of ninety (90) days

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subsequent to the opening of bids, without the consent of SEPTA.

It is also understood and agreed that if the bidder should withdraw any part or all of its bid within ninety (90) days after the bid opening without the consent of SEPTA, or shall refuse or be unable to enter into the Contract as provided with these documents, indemnify SEPTA to the extent of SEPTA’s damages occasioned by such withdrawal, or refusal, or inability to enter to a contract.

26. Single Bid Response

In submitting this bid, it is understood and agreed by the undersigned bidder that in the event that only one responsive bid is received by SEPTA, bidder, within ten (10) days of receipt of SEPTA's written request, will furnish a price analysis of the amount(s) bid in this bid.

In the event that the amount bid exceeds $100,000 for an item for which only one responsive bid is received by SEPTA, bidder, within ten (10) days of receipt of SEPTA's written request, will also furnish a detail cost breakdown (including but not limited to such items as labor costs, overhead, material costs and profit) of the amount bid in this bid for such item. The costs included in the bid shall be calculated in accordance with Federal Acquisition Regulation Part 31, Contract Cost Principles and Procedures.

The purpose of the above information is to permit SEPTA to make a determination that the price is fair and reasonable in accordance with SEPTA's Procurement Manual. Bidder further agrees to cooperate with SEPTA in SEPTA's evaluation and to permit verification by SEPTA of data provided by bidder through audit or other means.

27. A Bid/Proposal Protest Procedure:

Bid/proposal protests relative to this procurement will be reviewed and adjudicated by SEPTA inaccordance with the following Bid/Proposal Protest Procedure.

SEPTA BID/PROPOSAL PROTEST PROCEDURE

1.0 PURPOSE

1.1 This section describes the policies and procedures governing the receipt and resolution of protests in connection with an Invitation for Bid (IFB) or Request for Proposal (RFP). This procedure is applicable to all procurements in excess of $100,000. Bid/proposal protests for procurements of less than $100,000 shall be informally handled by Assistant General Manager of Procurement, Supply Chain & DBE or his/her designee.

2.0 DEFINITIONS

2.1 "Interested Party" means any bidders/proposers.

2.2 "days" means business days.

2.3 “Filed” means the date of receipt by The Office of SEPTA’s Assistant General Manager of Procurement, Supply Chain & DBE or his/her designee (hereinafter Assistant General Manager of Procurement, Supply Chain & DBE).

2.4 “Federal/State Law or Regulation” means any valid requirement imposed by Federal, State, or other Statute or regulation.

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2.5 “Presumptive Contractor” means the bidder/proposer that is in line for award of the contract in the event that the protest is denied.

2.6 “Protestant” is an Interested Party who is aggrieved in connection with the solicitation or award of a contract and who files a protest.

3.0 TYPES OF PROTESTS/ TIME LIMITS

3.1 Pre-Bid/Proposal Protest is based upon alleged restrictive specifications or alleged improprieties in SEPTA’s procurement process. A Protestant must file a pre-bid/proposal protest no later than five (5) days prior to bid opening date by 4:30 p.m. Philadelphia prevailing time.

3.2 Pre-Award Protest is based upon alleged improprieties of a Bid/Proposal. A Protestant must file a pre-award protest no later than five (5) days after the Protestant knows or should have known of the facts giving rise thereto by 4:30 p.m. Philadelphia prevailing time.

3.3 Post-Award Protest is based upon the award of a contract. A Protestant must file a post-award protest no later than five (5) days after the notification to the unsuccessful firms of SEPTA’s intent to award, or no later than five (5) days after an unsuccessful firm becomes aware of SEPTA’s intent to award a contract, whichever comes first, by 4:30 p.m. Philadelphia prevailing time.

4.0 CONTENTS OF PROTEST

4.1 Protests must be in writing, and filed directly with the Office of SEPTA’s Assistant General Manager of Procurement, Supply Chain & DBE, at the address indicated in the solicitation, and must contain the following information:

a. The name, address and telephone number of the Protestant; and

b. Identity of the IFB or RFP (by number and description); and

c. A detailed factual statement of the grounds for protest; and

d. The desired relief, action or ruling.

5.0 ACTION BY SEPTA

5.1 Procurement Process Status

Upon timely receipt of a protest, SEPTA will delay the opening of bids until after resolution of the protest for protests filed prior to the bid opening, or withhold award until after resolution of the protest for protests filed after bid opening. However, SEPTA may open bids or award a contract whenever SEPTA, at its sole discretion, determines that:

a. The items or work to be procured are urgently required; or

b. Delivery or performance will be unduly delayed by failure to make the awardpromptly; or

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c. Failure to make prompt award will otherwise cause undue harm to SEPTA or afunding source.

If the protest is filed before the award of the contract, SEPTA will advise the Presumptive Contractor of the pending protest.

5.2 If deemed appropriate, SEPTA may conduct an informal conference on the merits of the protest with all Interested Parties invited to attend.

5.3 Response to the Protest

SEPTA’s Assistant General Manager of Procurement, Supply Chain & DBE will respond in detail to each substantive issue raised in the protest within a reasonable time after the protest is filed. SEPTA’s response shall address only the issues raised originally by the Protestant.

When, on its face a protest does not state a valid basis for protest or is untimely, the Assistant General Manager of Procurement, Supply Chain & DBE may summarily dismiss the protest without requiring a detailed response.

5.4 Rebuttal to SEPTA Response

The Protestant may submit a written rebuttal to SEPTA’s response, addressed to the Assistant General Manager of Procurement, Supply Chain & DBE, but must do so within five (5) days after receipt of the original SEPTA response. SEPTA will not address new issues raised in the rebuttal. After receipt of the Protestant’s rebuttal, the Assistant General Manager of Procurement, Supply Chain & DBE will review the protest and notify the Protestant of his/her final decision.

5.5 Request for Additional Information

Failure of the Protestant to comply with a request for information as specified by SEPTA’s Assistant General Manager of Procurement, Supply Chain & DBE, may result in determination of the protest without consideration of the additional information if subsequently produced. If any Interested Party requests information from another Interested Party, the request shall be made to SEPTA’s Assistant General Manager of Procurement, Supply Chain & DBE, and, if SEPTA so directs, shall be complied with by the other party within five (5) days.

5.6 Request for Reconsideration

If data becomes available that was not previously known, or there has been an error of law, a Protestant may submit a request for reconsideration of the protest. SEPTA’s Assistant General Manager of Procurement, Supply Chain & DBE will again review the protest considering all currently available information. The Assistant General Manager of Procurement, Supply Chain & DBE’s determination will be made within a reasonable period of time, and his/her decision will be considered final.

5.7 Decision

Upon review and consideration of all relevant information the determination as issued by SEPTA will be final.

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6.0 CONFIDENTIALITY OF PROTEST

Material submitted by a Protestant will not be withheld from any Interested Party, except to the extent that the withholding of information is permitted or required by law or regulation. If the Protestant considers that the protest contains proprietary material which should be withheld, a statement advising of this fact must be affixed to the front page of the protest submission and the allegedly protected information must be so identified whenever it appears.

7.0 FEDERAL TRANSIT ADMINISTRATION (FTA) INVOLVEMENT

Where procurements are funded by the FTA within five (5) business days from receipt of SEPTA’s final decision, the Protestant may file a protest with the FTA only where the protest alleges that SEPTA failed to have or failed to adhere to its protest procedures or there was a violation of Federal Law or Regulation. Any protest to the FTA must be filed in accordance with FTA Circular 4220.1F.

[END OF SECTION]

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10 Technical Services Contract

Instructions to Bidders 0716

NON-COLLUSION AFFIDAVIT "SAMPLE"

State of )

County of )

, being first duly sworn,

deposes and says that he/she is(insert "sole owner", "a partner", or other proper title)

of the offeror submitting this bid; that such offer was not made in the interest of or on behalf of any undisclosed person, partnership, company, organization or corporation that such offer is genuine and not collusive or a sham; and that said offeror has not been a party to any agreement to bid a fixed amount or to refrain from offering and has not, directly or indirectly, by agreement, communication or conference with anyone attempted to induce action prejudicial to the interests of the Southeastern Pennsylvania Transportation Authority, of any offeror or anyone else interested in the proposed contract;

Signed:

Subscribed and Sworn to before me this day of , 20 .

NOTARY PUBLIC

(Seal of Notary)

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11 Technical Services Contract

Instructions to Bidders 0716

BID ACKNOWLEDGMENT FORM –TECHNICAL SERVICES CONTRACT

Bid No. 16-00238-APQC LRV Traction Motor Armature Rewind

Date:

The bidder hereby acknowledges the DBE contract goal(s) established for this solicitation and will comply with the requirements of 49 CFR Part 26 found in Exhibit IV of the Contract. Having examined the Invitation to Bid, the Instructions to Bidders, this Bid Form, the Performance Bond, the Labor and Materials Payment Bond, the Contract, the Specifications, the Contract Drawings and all addenda entitled, LRV Traction Motor Armature Rewind (hereinafter referred to as the "Project"), and having inspected the site of, and the conditions affecting and governing the performance of said Project, the undersigned hereby bids to furnish all services, material and perform all labor specified and described in the said contract documents and as shown in the said Drawings for the said Project and meet all conditions of the contract, in consideration of the contract sum, which shall be a total price of the entire Project in accordance with the following schedule of items:

If Bidder is a CORPORATION execute here:

EXECUTED FOR _____________________________________________

*If signed by some other officer, a power of attorney or certifiedBoard Resolution authorizing such signature must be attached

BY _____________________________________________ *President or *Vice President

ATTEST: ________________________________________ *(Asst.) Secretary or * (Asst.) Treasurer

******************************************************************************************************** If Bidder is PARTNERSHIP execute here:

Name of Partnership

WITNESS ______________________________ Signing Partner

Principal Partners (10% or more) ______________________________________________

_________________________________________________________________________

_________________________________________________________________________

*********************************************************************************************************** If Bidder is an INDIVIDUAL execute here: Trade or Business Name: ___________________________________________________,

and State of Registration: .

WITNESS __________________________________ Signature of Owner

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Instructions to Bidders 0716

SCHEDULE A Item Description Qty. UOM Unit Price Line Total

Basic Overhaul

1 A ARMATURE REWIND SEPTA SPEC S-3803 FOR 1460L TRACTION MOTOR LRV 96-00100-L01

30 EACH $______________ $_______________

Additional Overhaul – to be performed AS REQUIRED 1 B Refilled Commutator 30 EACH1 C Armature Shafts 30 EACH1 D Laminations 120 INCH

Total Amount for the Item Bid; F.O.B. SEPTA; Freight Terms, Prepay and Allow: $_______________

Prompt Payment Discount: _________ BASIS OF AWARD: Please refer to Instructions to Bidders Item #4.

Delivery Instructions: This is a one year “requirements type” contract. All quantities are estimates only and SEPTA is not bound or obligated to purchase any specific amount. The contract will expire at the end of the contract period (which is one year from the date of the Notice to Proceed) or upon exhaustion of the quantities listed

All additional overhauls (Items 1B, 1C and 1D) must be approved prior to commencing work. A written quotation must be delivered to SEPTA’s project manager (email, US Mail, or fax is acceptable). The project manager will provide written approval for the additional parts/work.

The contractor will be notified by SEPTA when an armature is ready for overhaul. The contractor will be responsible for all pickup and delivery charges.

An armature requiring only basic overhaul must be returned within 14 calendar days. Any equipment requiring additional overhaul must be returned within 30 calendar days from the date of pickup. If the equipment cannot be returned to SEPTA in the prescribed time due to a long lead time for the replacement parts the contractor must notify SEPTA as soon as the contractor is made aware.

Deliver to: SEPTA, c/o storekeeper, 69th Street Motor Shop: Victory Ave. North Keystone, Upper Darby, PA 19082

Note: Exceptions to the delivery requirement(s) will cause your bid to be rejected for non-responsiveness. Bidders are strongly urged to contact the Buyer for this project, prior to the scheduled bid opening, in the event there is a question/problem about the required delivery date(s).

From: ________________________________________________________ Name of Bidder

________________________________________________________ Address of Bidder

________________________________________________________ Telephone Number of Bidder

________________________________________________________ FAX Number of Bidder (if available)

________________________________________________________ E-Mail Address of Bidder (if available)

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13 Technical Services Contract

Instructions to Bidders 0716

ADDENDA:

All addenda, the receipt of which are hereby acknowledged by inserting the dates next to the appropriate numbers, have been included in this Bid and are listed below. Failure to properly acknowledge the addenda as set forth below may result in rejection of the bid. However, SEPTA reserves the right to accept the bid if SEPTA determines that the failure to properly acknowledge the addendum was due to a clerical mistake and if the bid intent can be determined from the bid submitted.

ADDENDUM DATE ADDENDUM DATE

No. 1 No. 4

No. 2 No. 5

No. 3 No. 6

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14 Technical Services Contract Bid Forms 0716

BUY AMERICA CERTIFICATE

Certificate of Compliance With Section 49 USC 5323(j)

{NOTE: Only one of the certifications below may be executed by the proposer. Failure to execute one or execution of both could result in rejection of the proposal}

Certification requirement for procurement of buses, other rolling stock and associated equipment.

The proposer or offeror hereby certifies that it will comply with the requirements of 49 USC 5323(j) and the applicable regulations in 49 CFR part 661.11

Date:

Signature:

Company:

Name:

Title:

or

Certificate of Non-Compliance With 49 USC 5323(j)

The proposer or offeror hereby certifies that it cannot comply with the requirements of 49 USC 5323(j) but may qualify for an exception to the requirement consistent with Section 165(b)(2) or (b)(4) of the Surface Transportation Assistance Act of 1982, as amended, and the applicable regulations in 49 CFR 661.7.

Date:

Signature:

Company:

Name:

Title:

Form 2

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Technical Services Contract Bid Forms 0716

15

CERTIFICATION REGARDING LOBBYING

The undersigned certifies, to the best of his or her knowledge and belief, that:

(1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.

(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an Officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions.

(3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Signature:

Company Name:

Title:

Date:

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Technical Services Contract Bid Forms 0716

16

CERTIFICATION REGARDING COMPLIANCE WITH IMMIGRATION REFORM AND CONTROL ACT OF 1986

The undersigned certifies, to the best of his or her knowledge and belief, that:

1. Consultant has and will continue to comply with, for the duration of this Agreement, the requirements of 8 U.S.C. § 1324a with respect to the hiring, recruiting or referral for employment of an alien in theUnited States of America.

2. Consultant will 1)Complete the Employee Eligibility Form (I-9) for each person that it hires,2)Utilize the electronic employment verification system (“E-Verify”) designated in ExecutiveOrder12989, and shall keep each I-9 Form on file for at least three (3) years, or one (1) year afteremployment ends, whichever is longer.

3. Consultant shall require that the provisions of this certification be included in the award documentsfor all sub-awards at all tiers (including subcontracts, subgrants, and contracts under grants, loans,and cooperative agreements) and that all subrecipients shall certify and disclose accordingly.

This certification is a material representation of fact upon which reliance was placed when the parties entered into this Agreement. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Act 43 of 2006, the Illegal Alien Labor on Assisted Act also known and cited as the Prohibition of Illegal Alien Labor on Assisted Projects Act.

Signature:

Company Name:

Title:

Date:

Corp/Documents/Certification-Regarding-Compliance-With-Immigration-Reform-&-Control-Act-of-1986-RLL-06-14-06.doc

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1 Technical Services Contract Bid Forms 0716

CONTRACT FOR

TECHNICAL SERVICES

PROJECT NO. 16-00238-APQC LRV Traction Motor Armature Rewind

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Technical Services Contract i 0716

TABLE OF CONTENTS

I. CONTRACTOR RESPONSIBILITY. ......................................................................................... 1 II. SEPTA RESPONSIBILITY. ........................................................................................................ 1III. THE CONTRACT ........................................................................................................................ 1IV. CONTRACT STANDARD .......................................................................................................... 2V. CONTRACTOR TO COOPERATE WITH SEPTA's DESIGNATED PROJECT

REPRESENTATIVES .................................................................................................................. 2 VI. TIME OF PERFORMANCE ........................................................................................................ 2VII. LIQUIDATED DAMAGES ......................................................................................................... 2VIII. DELAY IN COMPLETION BEYOND CONTRACTOR's CONTROL ..................................... 2IX. EXTENSION OF TIME, NOT WAIVER OF TIMELY PERFORMANCE ............................... 3X. INSPECTION ............................................................................................................................... 3 XI. MONTHLY REPORTS ................................................................................................................ 3XII. LOCATION OF WORK AND DELIVERY OF DOCUMENTS ................................................ 3XIII. INDEMNIFICATION .................................................................................................................. 3XIV. INSURANCE ............................................................................................................................... 4XV. PERSONNEL SECURITY MEASURES .................................................................................... 4XVI. METHOD OF PAYMENT ........................................................................................................... 4XVII. ASSIGNMENT OF RIGHTS: DELEGATION OF DUTIES ..................................................... 5XVIII. TERMINATION FOR CONVENIENCE .................................................................................... 5XIX. TERMINATION FOR CAUSE .................................................................................................... 5XX. CHANGES ................................................................................................................................... 6XXI. AUDIT AND INSPECTION OF BOOKS AND RECORDS ...................................................... 6XXII. CONTRACT SECURITY ............................................................................................................ 6XXIII. FEDERAL, STATE AND LOCAL CONTRACT REQUIREMENTS ........................................ 6XXIV. COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS ........................................... 6XXV. TAXES. ........................................................................................................................................ 6XXVI. NOTICES ..................................................................................................................................... 6XXVII. CLAIM AGAINST SEPTA BOARD OR SEPTA EMPLOYEE ................................................. 7XXVIII. GOVERNING LAW; FORUM SELECTION; AND CONSENT TO JURISDICTION ............. 7XXIX. PROJECT FINDINGS .................................................................................................................. 7XXX. DISPUTES .................................................................................................................................... 8XXXI. PROHIBITED INTEREST. .......................................................................................................... 8XXXII. SEVERABILITY. ......................................................................................................................... 8XXXIII. INTEGRATION. .......................................................................................................................... 8XXXIV. DISADVANTAGED BUSINESS ENTERPRISE (DBE) REQUIREMENTS. ........................... 8XXXV. EQUAL EMPLOYMENT OPPORTUNITY/AFFIRMATIVE ACTION (EEO/AA) ................. 8SCHEDULE A ............................................................................................................................................ 11 EXHIBIT I - FEDERAL TRANSIT ADMINISTRATION (FTA) REQUIRED PROVISIONS FOR

CONTRACTS ............................................................................................................................ 13 Section A - Federal Contract Requirements .................................................................. 14 Section C – U.S. Department Of Transportation Nondiscrimination Requirements ..... 29

EXHIBIT II - COMMONWEALTH OF PENNSYLVANIA CONTRACT REQUIREMENTS .............. 30 EXHIBIT III - INSURANCE REQUIREMENTS ...................................................................................... 39 EXHIBIT IV - DISADVANTAGED BUSINESS ENTERPRISE (DBE) REQUIREMENTS .................. 44 EXHIBIT V - SEPTA'S EQUAL EMPLOYMENT OPPORTUNITY/AFFIRMATIVE ........................... 57

ACTION CONTRACTUAL REQUIREMENTS ................................................................ 57 EXHBIT VI - SPECIFICATIONS .............................................................................................................. 60

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Technical Services Contract 0716 1

CONTRACT FOR TECHNICAL SERVICES

THIS AGREEMENT, entered into this day of , 20__, by and between the Southeastern Pennsylvania Transportation Authority (hereinafter called "SEPTA"), a body corporate and politic exercising the powers of the Commonwealth of Pennsylvania as an agency and instrumentality thereof, with offices located at 1234 Market Street, Philadelphia, Pennsylvania, and _____________________ (hereinafter called "CONTRACTOR"), a organized under the laws of , with principal offices located at .

WITNESSETH:

WHEREAS, SEPTA needs to acquire certain technical services hereinafter more fully described and set forth in the SPECIFICATIONS (EXHIBIT VI), attached hereto and incorporated herein, in connection with an undertaking known as LRV Traction Motor Rewind as set forth in the SCHEDULE A (hereinafter called the "Project");

WHEREAS, Contractor, pursuant to SEPTA's Invitation to Bid, has submitted a bid to perform those services described in the SPECIFICATIONS.

NOW, THEREFORE, in consideration of the mutual covenants herein contained, the parties hereto, intending to be legally bound hereby, agree as follows:

I. Contractor shall perform those services and supply those products described in the SPECIFICATIONS which are attached hereto and made a part of the Contract and hereinafter called the "Work".

II. SEPTA shall pay Contractor for complete and faithful performance of the Contract in accordance withall its terms and conditions, the firm unit prices as set forth in SCHEDULE A, attached hereto andmade a part hereof, in a total amount not to exceed $ (hereinafter called"Contract Sum").

III. THE CONTRACT

A. The Contract Documents form the Contract and represent the entire and integrated agreement between the parties and, except for substantial representations made by the Contractor upon which SEPTA was entitled to rely in making the decision to award the Contract to the Contractor, supersede all prior negotiations, representations, or Agreements, either written or oral. The Contract Documents which form the Contract consist of the following:

1. Agreement, including any amendment, modification or change order to the Contractmutually agreed to in writing and signed by proper officials of both parties;

2. Performance Bond (if required);

3. Specifications, including any drawings (collectively referred to as the"SPECIFICATIONS");

4. Any other attachment or exhibit attached hereto;

5. Insurance Requirements; and

6. Bidding Documents as follows:

a. Invitation to Bid;

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Technical Services Contract 0716 2

b. Instructions to Bidders;

c. Bid Form;

d. Bid Specifications and Drawings;

e. Bid Security (if required); and

f. Addenda or Bulletins issued prior to bid opening.

B. Order Of Precedence. In the event of any conflicts among the Contract Documents listed in Paragraph III.A above, the terms and requirements of the document which appears earliest in the listing shall govern.

C. No change, modification, or amendment to the Contract shall be binding upon either party unless set forth in writing and signed by the proper officials of both parties and, where applicable, concurred in or approved by any government or agency or instrumentality thereof which provided financial assistance for the Project. Variations, additions, or exceptions to the terms and conditions set forth in the Contract Documents shall not be considered part of the Contract unless expressly agreed to in a writing signed by SEPTA and by a proper official of Contractor, if necessary, and incorporated herein.

IV. CONTRACT STANDARD

The SPECIFICATIONS, including any addenda and modifications issued thereto, shall provide thestandard for determining whether the Work meets Contract requirements.

V. CONTRACTOR TO COOPERATE WITH SEPTA's DESIGNATED PROJECT REPRESENTATIVES

Contractor shall cooperate with SEPTA's Project Representatives, namely Technical Representative ofSEPTA, or his/her representative(s) designated in writing (hereinafter called "Project Manager"), whoshall be responsible for technical direction provided by SEPTA, and Peter Chung of SEPTA, or his/her representative(s) designated in writing (hereinafter called "Contract Administrator"), who shall beresponsible for the administration of the Contract on SEPTA's behalf.

VI. TIME OF PERFORMANCE

Contractor shall commence performance under the Contract within five (5) days of receipt of SEPTA'sNotice to Proceed and shall fully complete performance, including submission of all required reports, of the Contract within the time specified in SCHEDULE A. All time limits contained in the ContractDocuments are of the essence.

VII. LIQUIDATED DAMAGES – NOT USED

VIII. DELAY IN COMPLETION BEYOND CONTRACTOR's CONTROL

If Contractor shall be delayed in the completion and performance under the Contract or by reason ofunforeseeable causes beyond its control and without its contribution, neglect, fault, or negligence,including but not restricted to acts of God, acts of neglect of SEPTA, acts of neglect of any othercontractor, fires, floods, epidemics, quarantines, strikes, or freight embargoes, the time herein specified for completion of Contract Performance may be extended at the reasonable discretion of SEPTA, bysuch time as shall be fixed by SEPTA in writing. The Contractor shall not be entitled to any damages,compensation, or adjustment from SEPTA on account of any delay or delays, including delays in

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Technical Services Contract 0716 3

payment to Contractor, resulting from any of the aforesaid causes.

IX. EXTENSION OF TIME, NOT WAIVER OF TIMELY PERFORMANCE

A. Any extension of time granted by SEPTA pursuant to Paragraph VIII above shall operate only to mitigate Liquidated Damages; no such extension of time shall be deemed a waiver by SEPTA of its right to terminate the Contract for delay by the Contractor, nor shall such extension relieve Contractor from full responsibility for performance of its obligations hereunder.

B. All requests for extensions of time for the performance of the Contract pursuant Paragraph VIII. above, shall be made to SEPTA in writing within 48 hours after the occurrence of anydelay or the Contractor's knowledge of the possibility of any such delay. The request for an extension of time shall state in detail the reason for the delay, the duration or estimated duration of such delay, steps planned or taken to mitigate or cure the delay and the time within which performance of the Contract can be completed. The failure to advise SEPTA of any such delay in accordance with this paragraph will preclude the granting of any extension of the time of performance and subject the Contractor to the immediate assessment of Liquidated Damages.

X. INSPECTION

If SEPTA so elects, the Project Manager may inspect the Work.

XI. MONTHLY REPORTS

Contractor shall render monthly progress reports in such form and detail as the Project Manager mayrequire.

XII. LOCATION OF WORK AND DELIVERY OF DOCUMENTS

A. The location of the Work shall be as required in the SPECIFICATIONS and/or as set forth in SCHEDULE A.

B. Unless specified elsewhere in the Contract Documents, any reports, records or other documents shall be delivered to SEPTA's Offices, 1234 Market Street, 11th Floor, Philadelphia, PA 19107-3780.

XIII. INDEMNIFICATION

In addition to all other obligations of Indemnification specified herein, Contractor agrees to release and be liable for and to defend, indemnify and save harmless SEPTA, its Board Members, officers, agents,servants, workmen, employees, subsidizers and indemnities, the Pennsylvania Department ofTransportation, the City of Philadelphia and any and all government funding agencies providing fundsor services in connection with this Project (hereinafter collectively referred to as "SEPTA"), from andagainst any and all loss, cost, damage, liability and expense, including consequential damages, counsel fees, whether or not arising out of any claim, suit or action at law, in equity, or otherwise, of any kindor nature whatsoever, including negligence, arising out of the performance of the work by reason of any accident, loss or damage of property, including the work site, property of SEPTA and Contractor, orinjury, including death, to any person or persons, including employees of SEPTA, Contractor,subcontractors at any tier or any person working on Contractor’s behalf, caused by Contractor, whichmay be sustained either during the term of the Contract, or upon or after completion of the Project,whether brought directly by these persons or by anyone claiming under or through them includingheirs, dependents and estates.

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Contractor also agrees for itself and on behalf of its agents, servants, subcontractors, materialmen and employees to defend, indemnify and hold harmless SEPTA from and against any and all claims of any kind or nature whatsoever regarding subcontractors and materialmen and agrees to assume the defense of SEPTA to any such suit at its cost and expense. The Contractor further assumes the risk of loss and damage to materials, machinery and equipment to be incorporated in the Work at all times prior to delivery to the Project site or while in the possession or under the control of the Contractor.

Contractor, for itself and its employees, Board members, officers, agents, servants, workmen, contractors, subcontractors, licensees and invitees, or any other person working on Contractor's behalf, hereby releases and agrees to be liable for and to defend, indemnify and save harmless SEPTA, except to the extent that SEPTA is negligent in whole or in part, for any claims made by an employee, Board member, officer, agent, workman or servant of Contractor's or any other person working on Contractor's behalf, including claims for compensation or benefits payable to any extent by or for Contractor under any workers' or similar compensation acts or other employee benefit acts, and Contractor expressly waives its statutory protection under §303, as amended, of The Pennsylvania Workers’ Compensation Act, 77 P.S. §481 (b).

In addition, Contractor shall indemnify SEPTA for any fines and legal fees incurred because employees, agents, or workers supplied by Contractor are not authorized to work in the United States.

XIV. INSURANCE

Within ten (10) days after receipt from SEPTA of notice of award of the Contract, the Contractor shallfurnish SEPTA with CERTIFICATES OF INSURANCE (SEPTA’s sealed bid number must be notedon certificates) and any other documents which SEPTA may require, such as copies of policies orendorsements, as evidence of compliance with the Insurance Requirements set forth in EXHIBIT IIIattached hereto and incorporated herein. Such insurance shall be maintained by Contractor in full force and effect until the Work has been completed and accepted by SEPTA (Note: All insurance carriersproviding this coverage shall have an A.M. Best Rating of “B+” or greater).

XV. PERSONNEL SECURITY MEASURES

SEPTA reserves the right to impose personnel security measures upon the Contractor and its employees as SEPTA deems necessary and appropriate to ensure the safety of its patrons, employees and property.These measures may include, but are not limited to, registration of all employees of the Contractor and

its subcontractors who shall be working on SEPTA property, photo identification of all registeredemployees, and background investigations of all registered employees. In addition, SEPTA reservesthe right to institute personnel security measures, which may be imposed at anytime during the courseof the Work. SEPTA shall assume the costs of such security measures. The Contractor and itsemployees shall cooperate fully with SEPTA in implementing and enforcing security measures onSEPTA property. The Contractor shall be notified by SEPTA, in writing, regarding what is required by SEPTA to carry out any personnel security measures that are being imposed on the Contractor.

XVI. METHOD OF PAYMENT

A. To obtain payment of a portion of the Contract Sum, Contractor once service is initiated may submit to the Project Manager, not more than once each calendar month, a requisition for payment for services rendered in the preceding month, in such form and reasonable detail as the Project Manager may require. In such requisition Contractor shall:

1. Certify that the services described were performed in conformity with the terms ofthe Contract and that it is entitled to receive the amount specified under the terms ofthe Contract in accordance with that description.

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2. Itemize all costs incurred for the requisition period in accordance with the unit pricebreakdown stated in SCHEDULE A.

B. SEPTA shall have the right to take advantage of any discounts offered by Contractor for prompt payment of full invoiced amount.

XVII. ASSIGNMENT OF RIGHTS: DELEGATION OF DUTIES

A. Contractor shall not sell, assign, transfer, or dispose of any interest in the Contract without the prior written consent of SEPTA thereto. SEPTA shall not be obligated to give such consent.

B. Contractor shall not delegate any duty to be performed under the Contract without prior written consent of SEPTA thereto.

C. Any attempt by Contractor to make such assignment or delegation shall give SEPTA the right to terminate the Contract with no further obligation to Contractor or anyone to whom the Contractor has attempted to assign, transfer, or delegate rights or obligations under the Contract.

XVIII. TERMINATION FOR CONVENIENCE

SEPTA shall have the right to terminate the Contract, in whole or in part, at any time by written notice to the Contractor. The Contractor shall be paid all reasonable costs as determined by SEPTA in accordance with 48 CFR Subpart 31.2, that specifies the special treatment of certain costs under Subpart 31.2, Section 31.205-42, “Termination Costs.”

Such costs will include contract work performed up to the date of termination; any actual costs associated with termination for convenience, as agreed to by SEPTA; and profit on Work performed up to the time of termination. However, the agreed amount may not exceed the Contract Sum as reduced by (1) the amount of payments previously made and (2) the contract price of Work not terminated. Furthermore, SEPTA will not pay any anticipatory profits and/or consequential damages claimed by the Contractor as a result of termination of the Contract. The amount of profit paid shall be determined by the parties based on the amount of actual work completed. The Contractor shall submit promptly its termination claim to SEPTA and SEPTA shall determine the settlement amount to be paid the Contractor. If the Contractor has any property in its possession belonging to SEPTA, the Contractor shall account for same and dispose of it in the manner SEPTA directs.

XIX. TERMINATION FOR CAUSE

A. If Contractor fails to remedy to SEPTA's satisfaction the breach or default of any of the terms, covenants, or conditions of the Contract within ten (10) days after receipt by Contractor of written notice from SEPTA setting forth the nature of said breach or default and/or if the Contractor is suspended or debarred by any federal agency or by the Commonwealth of Pennsylvania, SEPTA shall have the right to terminate the Contract without any further obligation to Contractor. Any such termination for cause shall not in any way operate to preclude SEPTA from also pursuing all available remedies against Contractor and its sureties for said breach or default.

B. In the event that SEPTA elects to waive its remedies for any breach by Contractor of any covenant, term or condition of the Contract, such waiver by SEPTA shall not limit SEPTA's remedies for any succeeding breach of that or of any other term, covenant, or condition of the Contract.

C. In the event that it is ultimately determined by SEPTA that the Contractor was not in default or that the failure to perform arose out of causes beyond the control and without fault of the

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Contractor, the termination shall be treated as one of convenience and the Contractor's sole rights and exclusive remedies shall be those set forth in Section XVIII above.

XX. CHANGES

A. A Change Order is a written order to the Contractor, signed by SEPTA's Contract Administrator, issued in accordance with SEPTA's standard procedures and, authorized either by its Assistant General Manager of Procurement, Supply Chain & DBE, General Manager or by its Board, as appropriate, after the execution of the Contract, which makes a Change in the Work or an adjustment in the Contract Sum or the Contract Time. A Change Order shall also be signed by the Contractor if it agrees to the adjustment in the Contract Sum or the Contract Time. The Contract Sum and the Contract Time may be changed only by Change Order.

B. SEPTA hereby reserves the right, at any time, to make additions, deletions or revisions to the Work. Any such changes will be authorized in writing by Change Order issued by SEPTA and sent to the Contractor who shall proceed to execute the necessary changes. Increases or decreases in contract price resulting from any change order shall be determined by SEPTA in accordance with the Federal Acquisition Regulation, Part 31.2. Extensions of time or acceleration of performance by the Contractor as a result of the issuance of the Change Order shall be determined in accordance with Paragraph IX.

XXI. AUDIT AND INSPECTION OF BOOKS AND RECORDS

Contractor shall keep written records in reasonable detail of all the Work performed by it under theContract. All written records, reports, work sheets, data and information prepared, generated, orobtained in connection with Contractor's performance of the Work shall be made available during theterm of the Contract and for a period of five years thereafter, together with all books and other data orinformation, in whatever form contained, relating to Contractor's performance under the Contract.Contractor shall permit the audit and inspection of the aforementioned material by appropriate officers or representatives of SEPTA and any governmental funding agency providing assistance for thisProject, including the United States Department of Transportation, the Office of the ComptrollerGeneral of the United States, and the Pennsylvania Department of Transportation.

XXII. CONTRACT SECURITY - NOT USED

XXIII. FEDERAL, STATE AND LOCAL CONTRACT REQUIREMENTS

Contractor shall abide by all requirements attached hereto and made a part hereof in EXHIBITS I andII for all the Work performed in connection with the Project.

XXIV. COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS

Contractor shall comply with all applicable laws, ordinances, and regulations of Federal, State andLocal governments in effect or become effective during the term of the Contract. All materialfurnished and services rendered hereunder shall comply with said provisions.

XXV. TAXES.

The Contractor shall pay all sales, consumer, use and other taxes which it is by law required to pay.

XXVI. NOTICES

All notices given by either party to the other shall be effective only if given in writing and sent to thefollowing addresses of the parties, or to such other addresses as may be designated by the parties in

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writing. Notice shall be effective upon receipt.

TO SEPTA:

Assistant General Manager of Procurement, Supply Chain & DBE Southeastern Pennsylvania Transportation Authority 1234 Market Street, 11th Floor Philadelphia, PA 19107-3780

TO CONTRACTOR:

XXVII. CLAIM AGAINST SEPTA BOARD OR SEPTA EMPLOYEE

A. Contractor shall make no claim against any of the members of the SEPTA Board or its officers, servants, agents, or employees.

B. Third Party Contract Rights

It is agreed that SEPTA, neither by this clause nor by any other provisions in the Contract or other statements prior to or contemporaneous with the Contract creates any right or expectation in any third party or third parties (including, without limitation, subcontractors and SEPTA DBE subcontractors) enforceable at law or in equity or any other proceeding against SEPTA, its officers, board, subsidizers, employees, agents or assigns.

XXVIII. GOVERNING LAW; FORUM SELECTION; AND CONSENT TO JURISDICTION

All matters or claims arising out of, related to, or in connection with the Contract, the Project or therelationship between the parties shall be governed by and construed in accordance with the laws of the Commonwealth of Pennsylvania without giving effect to the principles of conflicts of laws of suchstate. All matters, disputes, claims, litigation, or proceedings of any nature whatsoever based upon,arising out of, under or in connection with the Contract, the Project or relationship between the parties shall be solely and exclusively brought, maintained, resolved, and enforced in the state or federalcourts located in the City of Philadelphia, Pennsylvania, irrespective of any procedural rules or lawsrelated to venue and forum non conveniens, including but not limited to any choices Contractor mayhave under any such rules or law. Contractor hereby expressly consents to the jurisdiction of the stateand federal courts located in the City of Philadelphia and hereby expressly and irrevocably waives any objection which Contractor may have or hereafter may have to jurisdiction or venue in the state andfederal courts located in the City of Philadelphia and any claim that such court is inconvenient orlacks personal jurisdiction over Contractor. Contractor represents and acknowledges that the choiceof jurisdiction and venue described above is reasonable and has been freely and voluntarily made byContractor. Further, the choice of jurisdiction and venue described above shall be mandatory and not permissive in nature, thereby precluding the possibility by Contractor of litigation or trial in any other jurisdiction, court or venue other than specified above, except that any final judgment may beenforced in other jurisdictions in any manner provided by law.

XXIX. PROJECT FINDINGS

SEPTA shall have the right to use, for any purpose and in any manner it deems appropriate, allreports, project findings, and information prepared or obtained by Contractor in connection with theProject.

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XXX. DISPUTES

A. Disputes arising in the performance of the Contract which are not resolved by agreement of the parties shall be decided in writing by the authorized representative of SEPTA's Assistant General Manager of Procurement, Supply Chain & DBE. This decision shall be final and conclusive unless within ten (10) days from the date of receipt of its copy, the Contractor or SEPTA Project Manager mails or otherwise furnishes a written appeal to the Assistant General Manager of Procurement, Supply Chain & DBE. In connection with any such appeal, the Contractor or the SEPTA Project Manager shall be afforded an opportunity to be heard and to offer evidence in support of its position. The decision of the Assistant General Manager of Procurement, Supply Chain & DBE shall be binding upon the Contractor and SEPTA.

B. Performance During Disputes. Unless other wise directed by SEPTA, Contractor will continue performance under the Contract while matters in dispute are being resolved.

XXXI. PROHIBITED INTEREST.

No member, officer, or employee of SEPTA or of a local public body during his or her tenure or oneyear thereafter shall have any financial interest, direct or indirect, in the Contract or the proceedsthereof.

XXXII. SEVERABILITY.

If any paragraph, clause, section or part of the Contract is held invalid or declared to be void ornonenforceable for any reason, all other paragraphs, clauses, sections or parts shall neverthelesscontinue in full force and effect.

XXXIII. INTEGRATION.

Subject to SEPTA's right to rely upon substantial representations made by the Contractor in makingthe decision to award the Contract Agreement to Contractor, this Agreement represents the entire and integrated agreement between SEPTA and Contractor and supersedes all prior or contemporaneousnegotiation, representation, or agreement, either written or oral.

XXXIV. DISADVANTAGED BUSINESS ENTERPRISE (DBE) REQUIREMENTS.

The Contractor shall fully comply with the DBE requirements as found in Exhibit IV which isattached hereto and made a part hereof.

XXXV. EQUAL EMPLOYMENT OPPORTUNITY/AFFIRMATIVE ACTION (EEO/AA)

The Contractor shall fully comply with the EEO/AA requirements as found in Exhibit V whichis attached hereto and made a part hereof.

[END OF PAGE]

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IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by the undersigned duly authorized officers, as of the day and the year first above written.

ATTEST:

(SECRETARY)

SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY

(GENERAL MANAGER)

ATTEST:

(SECRETARY)

______________________________ (Please type name)

CONTRACTOR

BY: PRESIDENT OR VICE PRESIDENT

(Please type name)

APPROVED AS TO FORM:

BY: , Esq Office of General Counsel

Southeastern Pennsylvania Transportation Authority

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SCHEDULE A

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INSERT PDF COPY OF COMPLETED SCHEDULE A

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EXHIBIT I FEDERAL TRANSIT ADMINISTRATION (FTA) REQUIRED PROVISIONS FOR CONTRACTS

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FEDERAL TRANSIT ADMINISTRATION (FTA) REQUIRED PROVISIONS FOR CONTRACTS

Section A - Federal Contract Requirements

FR-01 Fly America Act (49 U.S.C. § 40118, 41 CFR Part 301-10)

A. APPLICABILITY

This article applies to all federally funded if the purchase order is over $3,000; contracts; or subcontracts may involve the international transportation of goods, equipment or personnel by air.

B. The Contractor agrees to comply with the Fly America Act and its regulations. The Contractor agrees to include the requirements of this section in all subcontracts that may involve international air transportation

FR-02 Buy America Act (49 U.S.C. §5323(j) and 49 CFR Part 661 et seq.)

A. APPLICABILITY

This article applies to all federally funded rolling stock purchases, construction contracts; and contracts for material and supplies for steel, iron or manufactured products over $100,000.

B. The Contractor agrees to comply with the Buy America Act and its regulations

FR-03 Cargo Preference Act of 1954 (46 U.S.C. §55302, 46 CFR Part 381)

A. APPLICABILITY

This article applies to all federally funded rolling stock purchases, construction contracts; and contracts for material and supplies which may be transported by ocean vessels.

B. The Contractor agrees: a. to comply with the Cargo Preference Act of 1954 and its regulations. The Contractor agrees to include the requirements of this section in all subcontracts that involve the transport of equipment, material or commodities by ocean vessel.

FR-04 National Earthquake Hazards Reduction Program Reauthorization Act of 2004 (42 U.S.C. 7701 et seq., 49 CFR Part 41)

A. APPLICABILITY

This article applies to all federally funded architectural & engineering and constructions contracts for the design or construction of new buildings or additions to existing buildings.

B. The Contractor agrees that any new building or addition to an existing building will be designed and constructed in accordance with the National Earthquake Hazards Reduction Program Reauthorization Action of 2004 and its regulations. The Contractor will certify to compliance to the extent required by the regulations. The Contractor also agrees to ensure that all work performed under this Contract including work performed by a subcontractor is in compliance with the Act and its regulations and the certification of compliance issued on the Project.

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FR-05 Energy Policy and Conservation Act (42 U.S.C. §6321 et seq., 10 CFR Part 431)

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts.

B. The Contractor or agrees to comply with mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act and its regulations.

FR-06 Clean Water Act (33 U.S.C. §1251 et seq.)

A. APPLICABILITY

This article applies to all federally funded contracts over $100,000.

B. (1). The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Water Act. The Contractor agrees to report each violation to SEPTA and understands and agrees that SEPTA will, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. (2). The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance provided by FTA.

FR-07 Access to Records (49 U.S.C. §5325 et seq., 49 CFR 633.15 – 633.17)

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts.

B. (1) Contractor agrees to provide SEPTA, the FTA Administrator, the Comptroller General of the United States or any of their authorized representatives access to any books, documents, papers and records of the Contractor which are directly pertinent to this Contract for the purposes of making audits, examinations, excerpts and transcriptions. Contractor also agrees, pursuant to 49 C. F. R. 633.17 to provide the FTA Administrator or his authorized representatives including any PMO Contractor access to Contractor's records and construction sites pertaining to a major capital project, defined at 49 U.S.C. 5302(a)1, which is receiving federal financial assistance through the programs described at 49 U.S.C. 5307, 5309 or 5311. (2). The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. (3). The Contractor agrees to maintain all books, records, accounts and reports required under this Contract for a period of not less than three years after the date of termination or expiration of this Contract, except in the event of litigation or settlement of claims arising from the performance of this Contract, in which case Contractor agrees to maintain same until SEPTA, the FTA Administrator, the Comptroller General, or any of their duly authorized representatives, have disposed of all such litigation, appeals, claims or exceptions related thereto. (4). FTA does not require the inclusion of these requirements in subcontracts.

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FR-08 Byrd Anti-Lobbying Amendment as amended by the Lobbying Disclosure Act of 1995 (31 U.S.C. §1352, 2 U.S.C. §1601, 49 CFR Part 20)

A. APPLICABILITY

This article applies to all federally funded contracts over $100,000.

B. Contractor, if this Contract is for $100,000 or more, shall file the certification required by 49 CFR part 20, "New Restrictions on Lobbying,” and shall include this clause in each subcontract for $100,000 or more and shall require its inclusion in all lower tier transactions for $100,000 or more. Each contractor tier shall certify to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. §1352. Each contractor tier shall also disclose the name of any registrant under the Lobbying Disclosure Act of 1995 who has made lobbying contacts on its behalf with non-Federal funds with respect to that Federal contract, grant or award covered by 31 U.S.C. §1352. Such disclosures are forwarded from contractor tier to tier up to SEPTA.

FR-09 Compliance with FTA Regulations, Policies, Procedures and Directives

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts.

B. Contractor shall at all times comply with all applicable FTA regulations, policies, procedures and directives, including without limitation those listed directly or by reference in the Master Agreement between SEPTA and FTA, as they may be amended or promulgated from time to time during the term of this Contract. Contractor's failure to so comply shall constitute a material breach of this Contract.

FR-10 Clean Air Act (42 U.S.C. §7401 et seq)

A. APPLICABILITY

This article applies to all federally funded contracts over $100,000.

B. (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, and its regulations. The Contractor agrees to report each violation to SEPTA and understands and agrees that SEPTA will, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office.

(2) The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed under this Contract

FR-11 Davis-Bacon and Copeland Anti-Kickback Acts (40 U.S.C. §3141-3146, 29 CFR §5.1-5.33, 18 U.S.C. §874, 29 CFR Part 3)

A. APPLICABILITY

This article applies to all federally funded construction contracts over $2,000 (including ferry vessels).

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B. (1) The Contractor agrees to comply with the Davis-Bacon and Copeland Anti-Kickback Acts.

(2) Withholding - SEPTA shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this Contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the Contractor or any subcontractor the full amount of wages required by the Contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), all or part of the wages required by the Contract, SEPTA may, after written notice to the Contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased.

(3) Subcontracts - The Contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the Federal Transit Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The Contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5.

(4) Contract termination: debarment - A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the Contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.

(5) Certification of eligibility - (i) By entering into this Contract, the Contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the Contractor’s firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).

FR-12 Fair Labor Standards Act (29 U.S.C. 201, 29 CFR Part V)

A. APPLICABILITY

This article applies to all federally funded construction contracts (including ferry vessels), rolling stock purchases and operations/management contracts (except transportation services) over $100,000.

B. (1). Overtime requirements - No Contractor or subcontractor contracting for any part of the Contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek.

(2) Violation; liability for unpaid wages; liquidated damages - In the event of any violation of the clause set forth in paragraph (1) of this section the Contractor and any subcontractor responsible therefore shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States for liquidated damages. Such liquidated

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damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this section.

(3) Withholding for unpaid wages and liquidated damages – SEPTA shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the Contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this section.

(4) Subcontracts - The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs (1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1) through (4) of this section.

(5) Disputes - Disputes arising out of the labor standards provisions of this Contract shall not be subject to the general disputes clause of this Contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the Contractor (or any of its subcontractors) and SEPTA, the U.S. Department of Labor, or the employees or their representatives.

FR-13 Veterans Employment

A. APPLICABILITY

This article applies to all federally funded construction purchase orders and contracts.

B. Contractors working on a federally funded project give a hiring preference, to the extent practicable, to veterans (as defined in 5 USC §2108) who have the requisite skills and abilities to perform the construction work required under the contract. This provision shall not be understood, construed, or enforced in any manner that would require an employer to give preference to any veteran over any equally qualified applicant who is a member any racial or ethnic minority, female, an individual with a disability, or former employee.

FR-14 No Obligation by the Federal Government

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts.

B. (1) SEPTA and Contractor acknowledge and agree that, notwithstanding any concurrence by the Federal Government in or approval of the solicitation or award of the underlying Contract, absent the express written consent by the Federal Government, the Federal Government is not a party to this Contract and shall not be subject to any obligations or liabilities to SEPTA, Contractor, or any other party (whether or not a party to that contract) pertaining to any matter resulting from the underlying contract.

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(2) The Contractor agrees to include the above clause in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clause shall not be modified, except to identify the subcontractor who will be subject to its provisions.

FR-15 Program Fraud Civil Remedies Act (31 U.S.C. §3801 et seq., 49 CFR Part 31 18 U.S.C. §1001)

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts.

B. (1) The Contractor acknowledges that the provisions of the Program Fraud Civil Remedies Act of 1986, as amended, 31 U.S.C. § 3801 et seq. and U.S. Department Of Transportation regulations, "Program Fraud Civil Remedies," 49 C.F.R. Part 31, apply to its actions pertaining to this Project. Upon execution of the underlying Contract, the Contractor certifies or affirms the truthfulness and accuracy of any statement it has made, it makes, it may make, or causes to be made, pertaining to the underlying Contract or the FTA assisted project for which this Contract work is being performed. In addition to other penalties that may be applicable, the Contractor further acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification, the Federal Government reserves the right to impose the penalties of the Program Fraud Civil Remedies Act of 1986 on the Contractor to the extent the Federal Government deems appropriate.

(2) The Contractor also acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification to the Federal Government under a contract connected with a project that is financed in whole or in part with Federal assistance originally awarded by FTA under the authority of 49 U.S.C. § 5307, the Government reserves the right to impose the penalties of 18 U.S.C. § 1001 and 49 U.S.C. § 5307(n)(1) on the Contractor, to the extent the Federal Government deems appropriate.

(3) The Contractor agrees to include the above two clauses in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clauses shall not be modified, except to identify the subcontractor who will be subject to the provisions.

FR-16 Government Wide Suspension and Debarment (13 CFR §500.109, 31 U.S.C. 6101 et seq., 48 CFR §404).

A. APPLICABILITY

This article applies to all federally funded purchase orders over $25,000 and contracts.

B. The Contractor is required to comply with Government Wide Suspension and Debarment and must include the requirement in all its lower tier covered transactions.

FR-17 Use of Seat Belts (23 U.S.C. §402, Executive Order 13043)

A. APPLICABILITY

This article applies to all federally funded purchase orders and contracts.

B. Pursuant to Executive order No. 13043 and in accordance with 23 U.S.C. §402, the Contractor is encouraged to adopt and promote on-the-job seat belt use policy and program for its

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employees and other personnel that operate company-owned, rented, or personally-operated vehicles and include this provision in all subcontracts entered into under this Contract.

FR-18 Recycled Products (42 U.S.C. §6962, 40 CFR Part 247, Executive Order 12873)

A. APPLICABILITY

This article applies to federally funded operations/management, construction, or materials and supplies purchase orders or contracts for items designated by the Environmental Protection Agency, when procuring $10,000 or more per year.

B. Recovered Materials - The Contractor agrees to comply with all the requirements of Section

6002 of the Resource Conservation and Recovery Act, as amended (42 U.S.C. §6962), including but not limited to the regulatory provisions of 40 CFR Part 247, and Executive Order 12873, as they apply to the procurement of the items designated in Subpart B of 40 CFR Part 247

FR-19 Contracts Involving Federal Privacy Act Requirements (5 U.S.C. §552)

A. APPLICABILITY

This article applies to the Contractor and its employees that administer any system of records on behalf of the Federal Government under any contract:

B. (1) The Contractor agrees to comply with, and assures the compliance of its employees

with, the information restrictions and other applicable requirements of the Privacy Act, 5 U.S.C. § 552a. Among other things, the Contractor agrees to obtain the express consent of the Federal Government before the Contractor or its employees operate a system of records on behalf of the Federal Government. The Contractor understands that the requirements of the Privacy Act, including the civil and criminal penalties for violation of that Act, apply to those individuals involved, and that failure to comply with the terms of the Privacy Act may result in termination of the underlying Contract. (2) The Contractor also agrees to include these requirements in each subcontract to administer any system of records on behalf of the Federal Government financed in whole or in part with Federal assistance provided by FTA.

FR-20 Civil Rights – (29 U.S.C. § 623, 42 U.S.C. § 6102, 42 U.S.C. § 12112, 42 U.S.C. § 12132, 49 U.S.C. § 5332, 29 CFR Part 1630, 41 CFR Parts 60 et seq.)

A. APPLICABILITY

This article applies to all federally funded purchase orders over $10,000 and contracts.

B. The above statutes apply to the underlying Contract

FR-21 Disadvantaged Business Enterprise – (49 CFR Part 26)

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts.

B. (1) Policy. It is the policy of the Department of Transportation that disadvantaged business enterprises, as defined in 49 CFR Part 26, shall have the equal opportunity to participate

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in the performance of contracts financed in whole or in part with federal funds under this agreement. Consequently, the DBE requirements of 49 CFR Part 26 apply to this agreement.

(2) DBE Obligation. SEPTA and its contractors agree to ensure that disadvantaged business enterprises as defined in 49 CFR Part 26 have the equal opportunity to participate in the performance of contracts and subcontracts financed in whole or in part with federal funds provided under this agreement. In this regard, SEPTA and its contractors shall take all necessary and reasonable steps in accordance with 49 CFR Part 26 to ensure that disadvantaged business enterprises have maximum opportunity to compete for and perform contracts. SEPTA and its contractors shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of contracts assisted by the Department of Transportation.

FR-22 Incorporation of Federal Transit Administration (FTA) Terms – (FTA Circular 4220.1F)

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts.

B. The preceding provisions include, in part, certain Standard Terms and Conditions required by DOT, whether or not expressly set forth in the preceding contract provisions. All contractual provisions required by DOT, as set forth in FTA Circular 4220.1F, are hereby incorporated by reference. Anything to the contrary herein notwithstanding, all FTA mandated terms shall be deemed to control in the event of a conflict with other provisions contained in this Agreement. The Contractor shall not perform any act, fail to perform any act, or refuse to comply with any SEPTA requests which would cause SEPTA to be in violation of the FTA terms and conditions.

FR-23 National Intelligent Transportation System Architecture and Standards (ITS)

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts involving ITS projects.

B. The Contractor agrees to conform to the National Intelligent Transportation Systems (ITS) Architecture and Standards as required by SAFETEA-LU § 5307(c), 23 U.S.C. § 512 note, and follow the provisions of FTA Notice, "FTA National ITS Architecture Policy on Transit Projects," 66 Fed. Reg 1455 et seq., January 8, 2001, and any other implementing directives FTA may issue at a later date, except to the extent FTA determines otherwise in writing.

FR-24 Contracts Involving Experimental, Developmental, or Research Work, Rights in Data

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts for professional and architectural and engineering services.

B. The Contractor agrees to follow the requirements as set forth in 37 U.S.C. 401 (Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts, and Cooperative Agreements), 49 CFR part 18 (Uniform Administrative Requirements for Grants and Cooperative Agreements to State and Local Governments), and 49 CFR part 19 (Uniform Administrative Requirements for Grants and Agreements with Institutions of Higher Education, Hospitals, and Other Nonprofit Organizations with regard to experimental, developmental or research work; rights in data; copyrights; and intangible property.

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FR-25 Transit Employee Protective Agreements

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts for transit operations.

B. The Contractor agrees to comply with the requirements as set forth in 49 U.S.C. 5310 (Formula Grants For Special Needs of Elderly Individuals and Individuals with Disabilities), 49 U.S. 5311 (Formula Grants for Other than Urbanized Areas), 49 U.S.C. 5333 (Labor Standards), and 29 CFR part 215 (Guidelines, Section 5333(b), Federal Transit Law).

FR-26 Texting While Driving and Distracted Driving

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts for transit operations.

B. Consistent with Executive Order No. 13513, “Federal Leadership on Reducing Text Messaging While Driving,” October 1, 2009, 23 U.S.C. Section 402 note, and DOT Order 3902.10 “Text Messaging While Driving,” December 30, 2009, FTA encourages each third party contractor to promote policies and initiatives for its employees and other personnel that adopt and promote safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving, and to include this provision in each third party subcontract involving the project.

FR-27 ADA Access

A. APPLICABILITY

This article applies to all federally funded purchase orders over $3,000 and contracts for architectural & engineering, operations/management, rolling stock purchases and construction contracts.

B. Contractor shall comply with 49 U.S.C. §5301(d); all applicable requirements of section 504 of the Rehabilitation Act of 1973, as amended, 29 U.S.C. §794; The American Disabilities Action of 1990 (ADA), as amended, 42 U.S.C. §12101 et seq.; The Architectural Barriers Act of 1968, as amended, 42 U.S.C. §4151 et seq.; and all applicable requirements of the following regulations and any subsequent amendments thereto:

(1) U.S. DOT regulations, “Transportation Services for Individuals with Disabilities (ADA),” 49 CFR Part 37;

(2) U.S. DOT regulations, “Nondiscrimination on the Basis of Handicap in Programs and Activities Receiving or Benefiting from Federal Financial Assistance,” 49 CFR Part 27;

(3) Join U.S. Architectural and Transportation Barriers Compliance Board (U.S. TBCB)/U.S. DOT regulations, “Americans With Disabilities (ADA) Accessibility Specifications for Transportation Vehicles,” 36 CFR Part 1192 and 49 CFR Part 38;

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(4) U.S.DOJ regulations, “Nondiscrimination on the Basis of Disability in State and Local Government Services,” 28 CFR Part 35;

(5) U.S. DOJ regulations, “Nondiscrimination on the Basis of Disability by Public

Accommodations and in Commercial Facilities,” 28 CFR Part 36; (6) U.S. General Services Administration (U.S. GSA) regulations, “Accommodations for the

Physically Handicapped,” 41 CFR Subpart 101-19; (7) U.S. Equal Employment Opportunity Commission, “Regulations to Implement the Equal

Employment Provisions of the Americans with Disabilities Act,” 29 CFR Part 1630; (8) U.S. Federal Communications Commission regulations, “Telecommunications Relay

Services and Related Customer Premises Equipment for the Hearing and Speech Disabled,” 47 CFR Part 64, Subpart F and

(9) U.S. ATBCB regulations, “Electronic and Information Technology Accessibility

Standards,” 36 CFR Part 1194; and (10) FTA regulations, “Transportation for Elderly and Handicapped Persons,” 49 CFR Part 609; (11) Any implementing requirements FTA may issue

[END OF PAGE]

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RESTRICTIONS ON LOBBYING SECTION

(If Contract Sum exceeds $100,000)

1. Certification Requirements.

Contractors, at any tier, who apply or bid for a contract of $100,000 or more shall file thecertification required by 49 CFR part 20, "New Restrictions on Lobbying". Each tier certifies to the tier above that it will not and has not used federal appropriated funds to pay any person ororganization for influencing or attempting to influence an officer or employee of any agency, amember of Congress, or an employee of a member of Congress in connection with obtaining anyfederal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier shall also discloseany lobbying with non-federal funds that takes place in connection with obtaining any federalaward. Such disclosures are forwarded from tier to tier up to SEPTA.

2. Disclosure Requirements.

a. Each contractor who requests and receives from SEPTA a Federal contract shall file withSEPTA a disclosure form, Standard Form - LLL, "Disclosure of Lobbying Activities," asset forth on pages EI-20 through EI-22 of this Exhibit, if such contractor has made or hasagreed to make any payment using non-appropriated funds (to include profits from anycovered federal action), which would be prohibited under 49 CFR part 20 if paid for withappropriated funds.

b. Each contractor shall file a disclosure form at the end of each calendar quarter in whichthere occurs any event that requires disclosure or that materially affects the accuracy of theinformation contained in any disclosure form previously filed by such contractor underparagraph 2.a. of this section. An event that materially affects the accuracy of theinformation reported includes:

(1) A cumulative increase of $25,000 or more in the amount paid or expected to be paid for influencing or attempting to influence a covered Federal action; or

(2) A change in the person(s) or individual(s) influencing or attempting to influence a covered Federal action; or,

(3) A change in the officer(s), employee(s), or Member(s) contacted to influence or attempt to influence a covered Federal action.

c. Any person who requests or receives from a contractor referred to in paragraph 2.a. of thissection a subcontract exceeding $100,000 at any tier under a Federal contract shall file acertification, and a disclosure form, if required, to the next tier above.

d. All disclosure forms, but not certifications, shall be forwarded from tier to tier until received by the Contractor referred to in paragraph 2.a. of this section. That contractor shall forwardall disclosure forms to SEPTA.

3. Penalties.

a. Any person who makes an expenditure prohibited under 49 CFR part 20 shall be subject to acivil penalty of not less than $10,000 and not more than $100,000 for each such expenditure.

b. Any person who fails to file or amend the disclosure form to be filed or amended if requiredby this clause, shall be subject to a civil penalty of not less than $10,000 and not more than

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$100,000 for each such failure.

c. Contractors may rely without liability on the representations made by their Subcontractors in the certification and disclosure form.

4. Cost allowability.

Nothing in this clause is to be interpreted to make allowable or reasonable any costs which would beunallowable or unreasonable in accordance with Part 31 of the Federal Acquisition Regulation.Conversely, costs made specifically unallowable by the requirements in this clause will not be madeallowable under any of the provisions of Part 31 of the Federal Acquisition Regulation.

[END OF PAGE]

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DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB

Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 0348-0046 (See reverse for public burden disclosure)

1. Type of Federal Action:

a. contract

b. grant

c. cooperative agreement

d. loan

e. loan guarantee

f. loan insurance

2. Status of Federal Action:

a. bid/offer/application

b. initial award

c. post award

3. Report Type:

a. initial filing

b. material change

For Material Change Only:

year quarter

date of last report

4. Name and Address of Reporting Entity

Prime Subawardee Tier if known:

Congressional District, if known:

5. If reporting entity in No. 4 is Subawardee, Enter Name and Address of Prime:

Congressional District, if known:

6. Federal Department/Agency: 7. Federal Program Name/Description:

CFDA Number, if applicable:

8. Federal Action Number, if known: 9. Award Amount, if known:$

10. a. Name and Address of Lobbying Entity (if individual, last name, first name, MI):

b. Individuals Performing Services (including address if different from No. 10a) (Last name, first name, MI):

(attach Continuation Sheet(s) SF-LLL-A, if necessary)

11. Amount of Payment (check all that apply):

$ actual planned

12. Form of Payment (Check all that apply):a. cash b. in-kind; specify: nature

value

13. Type of Payment (check all that apply);

a. retainerb. one-time feec. commissiond. contingent feee. deferredf. other; specify

14. Brief Description of Service Performed or to be Performed and Date(s) of Service, including officer(s), employee(s), or Member(s) contacted, for PaymentIndicated in Item 11:

(attach Continuation Sheet(s) SF-LLL-A, if necessary)

15. Continuation Sheet(s) SF-LLL-A attached: Yes No

16. Information requested through this form is authorized by title 33U.S.C. section 1352. This disclosure of lobbying activities is amaterial representation of fact upon which reliance was placed by the tier above when this transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be reported to Congress semi-annually and will be available for public inspection. Any person who fails to file the requireddisclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Signature:

Print Name:

Title:

Telephone No: Date:

Federal Use Only Authorized for Local Reproduction Standard Form - LLL

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INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES

This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal

action, or a material change to a previous filing, pursuant to title 31 U.S.C. section 1352. The filing of a form is required for each payment or agreement to

make payment to any lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or

employee of Congress, or an employee of a Member of Congress in connection with a covered Federal action. Use the SF-LLL-A Continuation Sheet for

additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the

implementing guidance published by the Office of Management and Budget for additional information.

1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action.

2. Identify the status of the covered Federal action.

3. Identify the appropriate classification of this report. If this is a followup report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last previously submitted report by this reporting entity for thiscovered Federal action.

4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional district, if known. Check the appropriateclassification of the reporting entity that designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

5. If the organization filing the report in item 4 checks "Subawardee", then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known.

6. Enter the name of the Federal agency making the award or loan commitment. Include at lease one organizational level below agency name, ifknown. For example, Department of Transportation, United States Coast Guard.

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal DomesticAssistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract, grant, or loan award number, the application/ proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5.

10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influence thecovered Federal action.

(b) Enter the full names of the individual(s) performing services, and include full address if different from 10 (a). Enter Last Name, First Name, and Middle Initial (MI).

11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.

12. Check the appropriate box(es). Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.

13. Check the appropriate box(es). Check all boxes that apply. If other, specify nature.

14. Provide a specific and detailed description of the services that the lobbyist has performed, or will be expected to perform, and the date(s) of any services rendered. Include all preparatory and related activity, not just time spent in actual contract with Federal officials. Identify the Federal official(s) or employee(s) contacted or the officer(s), employee(s), or Member(s) of Congress that were contacted.

15. Check whether or not a SF-LLL-A Continuation Sheet(s) is attached.

16. The certifying official shall sign and date the form, print his/her name, title, and telephone number.

Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503.

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DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB CONTINUATION SHEET 0348-0046

Reporting Entity: Page of

Authorized for Local Reproduction

Standard Form - LLL-A

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Section C – U.S. Department Of Transportation Nondiscrimination Requirements

U.S. DEPARTMENT OF TRANSPORTATION NONDISCRIMINATION REQUIREMENTS (49 CFR Part 21)

During the performance of the Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows:

1. Compliance with Regulations. The Contractor shall comply with the Regulations relative tonondiscrimination in federally-assisted programs of the Department of Transportation (hereinafter"DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time(hereinafter referred to as the Regulations), which are herein incorporated by reference and made a partof the Contract.

2. Nondiscrimination. The Contractor, with regard to the work performed by it during the Contract, shallnot discriminate on the grounds of race, religion, color, sex, age or national origin in the selection andretention of subcontractors, including procurements of materials and leases of equipment. TheContractor shall not participate either directly or indirectly in the discrimination prohibited by Section21.5 of the Regulations, including employment practices when the Contract covers a program set forth in Appendix B of the Regulations.

3. Solicitations for Subcontractors, Including Procurement of Materials and Equipment. In allsolicitations either by competitive bidding or negotiation made by the Contractor for work to beperformed under a subcontract, including procurements of materials or leases of equipment, eachpotential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligationsunder the Contract and the Regulations relative to nondiscrimination on the grounds of race, religion,color, sex, age or national origin.

4. Information and Reports. The Contractor shall provide all information and reports required by theRegulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by SEPTA or the FTA to bepertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a Contractor is in the exclusive possession of another who fails or refuses to furnish thisinformation, the Contractor shall so certify to SEPTA, or the FTA, as appropriate, and shall set forthwhat efforts it has made to obtain the information.

5. Sanctions for Noncompliance. In the event of the Contractor's noncompliance with thenondiscrimination provisions of the Contract, SEPTA shall impose such contract sanctions as it or theFTA may determine to be appropriate, including but not limited to:

a. Withholding of payments to the Contractor under the Contract until the Contractor complies,and/or

b. Cancellation, termination or suspension of the Contract, in whole or in part.

6. Incorporation of Provisions. The Contractor shall include the provisions of paragraphs 1. through 6. inevery subcontract, including procurements of materials and leases of equipment, unless exempt by theRegulations, or directives issued pursuant thereto. The Contractor shall take such action with respect toany subcontract or procurement as SEPTA or the FTA may direct as a means of enforcing such provisionsincluding sanctions for noncompliance: Provided, however, that, in the event a Contractor becomesinvolved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction,the Contractor may request SEPTA to enter into such litigation to protect the interests of SEPTA and, inaddition, the Contractor may request the United States to enter into such litigation to protect the interestsof the United States.

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EXHIBIT II COMMONWEALTH OF PENNSYLVANIA CONTRACT REQUIREMENTS

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COMMONWEALTH OF PENNSYLVANIA CONTRACT REQUIREMENTS

DEFINITIONS:

A. For the purpose of these provisions, the term Contractor is defined as any person, including, but not limited to, a bidder, offeror, supplier, or subgrantee, who will furnish or perform or seeks to furnish or perform, goods, supplies, services, construction or other activity, under a purchase order, contract, or subgrant with SEPTA.

SR-1 Nondiscrimination/Sexual Harassment Clause.

A. APPLICABILITY This article applies to all purchase orders and contracts.

B. The contractor agrees:

In the hiring of any employee(s) for the manufacture of supplies, performance of work, or any other activity required under any subgrant agreement, contract, or subcontract, a subgrantee, a contractor, a subcontractor, or any person acting on behalf of SEPTA shall not discriminate in violation of the Pennsylvania Human Relations Act (PHRA) and applicable federal laws against any citizen of this Commonwealth who is qualified and available to perform the work to which the employment relates. Any subgrantee, contractor or any subcontractor or any person on their behalf shall not in any manner discriminate in violation of the PHRA and applicable federal laws against or intimidate any of its employees. Any subgrantee, contractor or any subcontractor shall establish and maintain a written nondiscrimination and sexual harassment policy and shall inform their employees of the policy. The policy must contain a provision that sexual harassment will not be tolerated and employees who practice it will be disciplined. Posting this Nondiscrimination/Sexual Harassment Clause conspicuously in easily-accessible and well-lighted places customarily frequented by employees and at or near where the grant services are performed shall satisfy this requirement. Any subgrantee, contractor or any subcontractor shall not discriminate in violation of the PHRA and applicable federal laws against any subgrantee, contractor, subcontractor or supplier who is qualified to perform the work to which the grant relates. Each subgrantee, contractor and subcontractor represents that it is presently in compliance with and will maintain compliance with all applicable federal, state, and local laws and regulations relating to nondiscrimination and sexual harassment. Each subgrantee, contractor and subcontractor further represents that it has filed a Standard Form 100 Employer Information Report (“EEO-1”) with the U.S. Equal Employment Opportunity Commission (“EEOC”) and shall file an annual EEO-1 report with the EEOC as required for employers subject to Title VII of the Civil Rights Act of 1964, as amended, that have 100 or more employees and employers that have federal government contracts or first-tier subcontracts and have 50 or more employees. Any subgrantee, any contractor or any subcontractor shall, upon request and within the time periods requested by SEPTA, furnish all necessary employment documents and records, including EEO-1 reports, and permit access to their books, records, and accounts by the granting agency and the Bureau of Small Business Opportunities (BSBO), for the purpose of ascertaining compliance with the provisions of this Nondiscrimination/Sexual Harassment Clause.

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Any subgrantee, contractor or any subcontractor shall include the provisions of this Nondiscrimination/Sexual Harassment Clause in every subgrant agreement, contract or subcontract so that those provisions applicable to subgrantees, contractors or subcontractors will be binding upon each subgrantee, contractor or subcontractor.

Each subgrantee’s, contractor’s and subcontractor’s obligations pursuant to these provisions are ongoing from and after the effective date of the agreement through the termination date thereof. Each subgrantee, contractor and subcontractor shall have an obligation to inform the SEPTA if, at any time during the term of the agreement, it becomes aware of any actions or occurrences that would result in violation of these provisions.

SEPTA may cancel or terminate the agreement and all money due or to become due under the agreement may be forfeited for a violation of the terms and conditions of this Nondiscrimination/Sexual Harassment Clause. In addition, the S E P T A may proceed with debarment or suspension and may place the s ubgrantee, contractor, or subcontractor in the Contractor Responsibility File.

SR–2 ADA Provision

A. APPLICABILITY

This article applies to all purchase orders and contracts.

B. During the term of this agreement, the contractor agrees as follows:

Pursuant to federal regulations promulgated under the authority of the Americans with Disabilities Act, 28 C. F. R. § 35.101 et seq., the contractor understands and agrees that no individual with a disability shall, on the basis of the disability, be excluded from participation in this agreement or from activities provided for under this agreement. As a condition of accepting and executing this agreement, the contractor agrees to comply with the "General Prohibitions Against Discrimination," 28 C. F. R. § 35.130, and all other regulations promulgated under Title II of the Americans with Disabilities Act which are applicable to the benefits, services, programs, and activities provided by SEPTA through contracts with contractors.

The contractor shall be responsible for and agrees to indemnify and hold harmless SEPTA from all losses, damages, expenses, claims, demands, suits, and actions brought by any party against the Commonwealth as a result of the contractor's failure to comply with the provisions of the above paragraph.

SR–3 Contractor Integrity Provisions.

A. APPLICABILITY

It is essential that those who seek to contract with SEPTA observe high standards of honesty and integrity. They must conduct themselves in a manner that fosters public confidence in the integrity of SEPTA’s contracting and procurement process.

DEFINITIONS. For purposes of these Contractor Integrity Provisions, the following terms shall have the meanings found in this Section:

“Affiliate” means two or more entities where (a) a parent entity owns more than fifty percent of the voting stock of each of the entities; or (b) a common shareholder or group of

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shareholders owns more than fifty percent of the voting stock of each of the entities; or (c) the entities have a common proprietor or general partner.

“Consent” means written permission signed by a duly authorized officer or employee of SEPTA, provided that where the material facts have been disclosed, in writing, by prequalification, bid, proposal, or contractual terms, SEPTA shall be deemed to have consented by virtue of the execution of this contract.

“Contractor” means the individual or entity, that has entered into this contract with SEPTA. “Contractor Related Parties” means any affiliates of the Contractor and the Contractor’s executive officers, Pennsylvania officers and directors, SEPTA’s Board members or owners of 5 percent or more interest in the Contractor.

“Financial Interest” means either:

(1) Ownership of more than a five percent interest in any business; or

(2) Holding a position as an officer, director, trustee, partner, employee, or holding

any position of management.

“Gratuity” means tendering, giving, or providing anything of more than nominal monetary value including, but not limited to, cash, travel, entertainment, gifts, meals, lodging, loans, subscriptions, advances, deposits of money, services, employment, or contracts of any kind. The exceptions set forth in the Governor’ s Code of Conduct, Executive Order 1980-18, the 4 Pa. Code §7.153(b), shall apply. “Non-bid Basis” means a contract awarded or executed by SEPTA with Contractor without seeking bids or proposals from any other potential bidder or offeror.

B. In furtherance of this policy, Contractor agrees to the following: Contractor shall maintain the highest standards of honesty and integrity during the performance of this contract and shall take no action in violation of state or federal laws or regulations or any other applicable laws or regulations, or other requirements applicable to Contractor or that govern contracting or procurement with SEPTA. Contractor shall establish and implement a written business integrity policy, which includes, at a minimum, the requirements of these provisions as they relate to the Contractor activity with the SEPTA and SEPTA employees and which is made known to all Contractor employees. Posting these Contractor Integrity Provisions conspicuously in easily-accessible and well- lighted places customarily frequented by employees and at or near where the contract services are performed shall satisfy this requirement. Contractor, its affiliates, agents, employees and anyone in privity with Contractor shall not accept, agree to give, offer, confer, or agree to confer or promise to confer, directly or indirectly, any gratuity or pecuniary benefit to any person, or to influence or attempt to influence any person in violation of any federal or state law, regulation, executive order of the Governor of Pennsylvania, statement of policy, management directive or any other published standard of the Commonwealth in connection with performance of work under this contract, except as provided in this contract. Contractor shall not have a financial interest in any other contractor, subcontractor, or supplier providing services, labor, or material under this contract, unless the financial interest is

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disclosed to SEPTA in writing and SEPTA consents to Contractor’s financial interest prior to SEPTA’s execution of the contract. Contractor shall disclose the financial interest to SEPTA at the time of bid or proposal submission, or if no bids or proposals are solicited, no later than Contractor’s submission of the contract signed by Contractor.

Contractor certifies to the best of its knowledge and belief that within the last five (5) years Contractor or Contractor Related Parties have not:

(1) been indicted or convicted of a crime involving moral turpitude or business honesty or integrity in any jurisdiction;

(2) been suspended, debarred or otherwise disqualified from entering into any contract with any governmental agency;

(3) had any business license or professional license suspended or revoked;

(4) had any sanction or finding of fact imposed as a result of a judicial or administrative proceeding related to fraud, extortion, bribery, bid rigging, embezzlement, misrepresentation or anti-trust; and

(5) been, and is not currently, the subject of a criminal investigation by any federal, state or local prosecuting or investigative agency and/or civil anti-trust investigation by any federal, state or local prosecuting or investigative agency.

If Contractor cannot so certify to the above, then it must submit along with its bid, proposal or contract a written explanation of why such certification cannot be made and SEPTA will determine whether a contract may be entered into with the Contractor. The Contractor’s obligation pursuant to this certification is ongoing from and after the effective date of the contract through the termination date thereof. Accordingly, the Contractor shall have an obligation to immediately notify SEPTA in writing if at any time during the term of the contract if becomes aware of any event which would cause the Contractor’s certification or explanation to change. Contractor acknowledges that SEPTA may, in its sole discretion, terminate the contract for cause if it learns that any of the certifications made herein are currently false due to intervening factual circumstances or were false or should have been known to be false when entering into the contract.

Contractor shall comply with the requirements of the Lobbying Disclosure Act (65 Pa.C.S. §13A01 et seq.) regardless of the method of award. If this contract was awarded on a Non-bidBasis, Contractor must also comply with the requirements of the Section 1641 of the Pennsylvania Election Code (25 P.S. §3260a).

When Contractor has reason to believe that any breach of ethical standards as set forth in law, the Governor’s Code of Conduct, or these Contractor Integrity Provisions has occurred or may occur, including but not limited to contact by a SEPTA officer or employee which, if acted upon, would violate such ethical standards, Contractor shall immediately notify the SEPTA contracting officer or SEPTA’s Office of the Inspector General in writing.

Contractor, by submission of its bid or proposal and/or execution of this contract and by the submission of any bills, invoices or requests for payment pursuant to the contract, certifies and represents that it has not violated any of these Contractor Integrity Provisions in connection with the submission of the bid or proposal, during any contract negotiations or during the term of the contract, to include any extensions thereof. Contractor shall immediately notify SEPTA in writing of any actions for occurrences that would result in a violation of these Contractor Integrity Provisions. Contractor agrees to reimburse SEPTA for the reasonable costs of

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investigation incurred by SEPTA' Office of the Inspector General for investigations of the Contractor’s compliance with the terms of this or any other agreement between the Contractor and SEPTA that results in the suspension or debarment of the Contractor. Contractor shall not be responsible for investigative costs for investigations that do not result in the Contractor’s suspension or debarment.

Contractor shall cooperate with the Commonwealth’s Office of the Inspector General in its investigation of any alleged Commonwealth agency or employee breach of ethical standards and any alleged Contractor non-compliance with these Contractor Integrity Provisions. Contractor agrees to make identified Contractor employees available for interviews at reasonable times and places. Contractor, upon the inquiry or request of an Inspector General, shall provide, or if appropriate, make promptly available for inspection or copying, any information of any type or form deemed relevant by the Office of the State Inspector General to Contractor's integrity and compliance with these provisions. Such information may include, but shall not be limited to, Contractor's business or financial records, documents or files of any type or form that refer to or concern this contract. Contractor shall incorporate this paragraph in any agreement, contract or subcontract it enters into in the course of the performance of this contract/agreement solely for the purpose of obtaining subcontractor compliance with this provision. The incorporation of this provision in a subcontract shall not create privity of contract between SEPTA and any such subcontractor, and no third party beneficiaries shall be created thereby. For violation of any of these Contractor Integrity Provisions SEPTA may terminate this and any other contract with Contractor, claim liquidated damages in an amount equal to the value of anything received in breach of these Provisions, claim damages for all additional costs and expenses incurred in obtaining another contractor to complete performance under this contract, and debar and suspend Contractor from doing business with SEPTA and the Commonwealth. These rights and remedies are cumulative, and the use or non-use of any one shall not preclude the use of all or any other. These rights and remedies are in addition to those the Commonwealth may have under law, statute, regulation, or otherwise.

SR-4 Contractor Responsibility.

A. APPLICABILITY

This article applies to all purchase orders and contracts. B. For the purpose of these provisions, the term “Contractor” is defined as any person, including, but

not limited to, a bidder, offeror, loan recipient, grantee, or subgrantee, who has furnished or seeks to furnish goods, supplies, services, or leased space, or who has performed or seeks to perform construction activity under contract, subcontract, grant, or subgrant with the Commonwealth, or with a person under institutions. The term “Contractor” may include a permittee, licensee, or any agency, political subdivision, instrumentality, public authority, or other entity of the Commonwealth.

1. The Contractor must certify, in writing, for itself and all its subcontractors, that as of the date

of its execution of any Commonwealth contract, that neither the Contractor, nor any subcontractors, nor any suppliers are under suspension or debarment by the Commonwealth or any governmental entity, instrumentality, or authority and, if the Contractor cannot so certify, then it agrees to submit, along with the bid/proposal, a written explanation of why such certification cannot be made.

2. The Contractor must also certify, in writing, that as of the date of its execution of any

Commonwealth contract, it has no tax liabilities or other Commonwealth obligations.

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3. The Contractor’s obligations pursuant to these provisions are ongoing from and after theeffective date of the contract through the termination date thereof. Accordingly, the Contractor shall have an obligation to inform the contracting agency if, at any time during the term of the contract, it becomes delinquent in the payment of taxes, or other Commonwealth obligations, or if it or any of its subcontractors are suspended or debarred by the Commonwealth, the federal government, or any other state governmental entity. Such notification shall be made within 15 days of suspension or debarment.

4. The failure of the Contractor to notify the contracting agency of its suspension ordebarment by the Commonwealth, any other state, or the federal government shall constitute an event of default of the Contract with the Commonwealth.

5. The Contractor agrees to reimburse the Commonwealth for reasonable costs of

investigation incurred by the Office of the Inspector General for investigations of the

Contractor’s compliance with the terms of this or any other agreement between the

Contractor and the Commonwealth, which results in the suspension or debarment of the

Contractor. Such costs shall include, but shall not be limited to, salaries of

investigators, including overtime; travel and lodging expenses; and expert witness and

documentary fees. The Contractor shall not be responsible for investigative costs for

investigations which do not result in the Contractor’s suspension or debarment.

6. The Contractor may obtain the current list of suspended and debarred Commonwealth

Contractors by either searching the Internet at

http://www.dgs.state.pa.us/debarment.htm or contacting the:

Department of General Services

Office of Chief Counsel

603 North Office Building

Harrisburg, PA 17125

SR–5 Retainage

A. APPLICABILITY

This article applies to all construction purchase orders and contracts.

B. SEPTA may withhold an amount not to exceed ten (10%) percent of SEPTA’s portion of net Project cost of this Agreement to ensure substantial completion by the contractor of the Project. SEPTA may at any time release any portion of any such retainage if, in the opinion of SEPTA , the contractor has substantially completed sufficient portions of the Project to justify such payments.

SR-6 Steel Products

A. APPLICABILITY

This article applies to all purchase orders and contracts.

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B. All steel products used or supplied in the performance of the Contract shall be products produced from steel made in the United States in conformity with the Steel Products Procurement Act of 1978 (Act No. 3 of 1978, march 3, P.L. 6 (73 P.S. §1881 et seq.)), as amended and, if the federal Buy America requirements are applicable to the Contract, in full conformity with the Buy America provisions of 49 U.S.C. §5323 (j) [formerly the Federal Surface Transportation Assistance Act of 1982, as amended] and the applicable regulations in 49 CFR part 661.

Contractor shall insert this requirement as a special condition for any subcontract awarded in the performance of the Project.

SR-7 Diverse Business Participation for Non-Federally-Funded Projects

A. APPLICABILITY

This article applies to all purchase orders and contracts.

B. For non-federally funded projects, the Contractor shall comply with provisions of Section 303 of Title 74 of Purdon's Statutes. 74 Pa.C.S. §303 (Diverse business participation)."

SR–8 Right To Know

A. APPLICABILITY

This article applies to all purchase orders and contracts.

B. Subgrantee or Contractor understands that this Agreement and records related to or arising out of the Agreement are subject to requests made pursuant to the Pennsylvania Right-to-Know Law, 65 P.S. §§ 67.101-3104, (“RTKL”).

If SEPTA needs the Subgrantee’s or Contractor’s assistance in any matter arising out of the RTKL related to this Agreement, it shall notify the Subgrantee or Contractor using the legal contact information provided in the Agreement. The Subgrantee or Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to SEPTA.

Upon written notification from SEPTA that it requires Subgrantee’s or Contractor’s assistance in responding to a request under the RTKL for information related to this Agreement that may be in Subgrantee’s or Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), Subgrantee or Contractor shall:

(1) Provide SEPTA, within ten (10) calendar days after receipt of written notification, access to, and copies of, any document or information in Subgrantee’s or Contractor’s possession arising out of this Agreement that SEPTA reasonably believes is Requested Information and may be a public record under the RTKL; and

(2) Provide such other assistance as SEPTA may reasonably request, in order to comply with the RTKL with respect to this Agreement.

If Subgrantee or Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that Subgrantee or Contractor considers exempt from production under the RTKL, Subgrantee or Contractor must notify SEPTA and provide, within seven (7) calendar days of receiving the written notification, a written statement signed by a representative of Subgrantee or Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

SEPTA will rely upon the written statement from Subgrantee or Contractor in denying a RTKL

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request for the Requested Information unless SEPTA determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should SEPTA determine that the Requested Information is clearly not exempt from disclosure, Subgrantee or Contractor shall provide the Requested Information within five (5) business days of receipt of written notification of SEPTA’s determination.

If Subgrantee or Contractor fails to provide the Requested Information within the time period required by these provisions, Subgrantee or Contractor shall indemnify and hold SEPTA harmless for any damages, penalties, costs, detriment or harm that SEPTA may incur as a result of Subgrantee’s or Contractor’s failure, including any statutory damages assessed against SEPTA.

SEPTA will reimburse Subgrantee or Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

Subgrantee or Contractor may file a legal challenge to any SEPTA decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, Subgrantee or Contractor shall indemnify SEPTA for any legal expenses incurred by SEPTA as a result of such a challenge and shall hold SEPTA harmless for any damages, penalties, costs, detriment or harm that SEPTA may incur as a result of Subgrantee’s or Contractor’s failure, including any statutory damages assessed against SEPTA, regardless of the outcome of such legal challenge. As between the parties, Subgrantee or Contractor agrees to waive all rights or remedies that may be available to it as a result of SEPTA’s disclosure of Requested Information pursuant to the RTKL.

The Subgrantee’s or Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Agreement and shall continue as long as the Subgrantee or Contractor has Requested Information in its possession.

[END OF PAGE]

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EXHIBIT III INSURANCE REQUIREMENTS

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INSURANCE REQUIREMENTS

A. GENERAL

The Contractor shall purchase and maintain the types of insurance, with the corresponding limits and other requirements, as set forth below in Subsection F.

All insurance shall be procured from insurers authorized to do business in the jurisdiction(s) where the Work is to be performed. Contractor shall require all subcontractors to carry the insurances required herein.

The required insurances as specified herein are intended to protect the Contractor, subcontractors, and SEPTA, against claims such as those listed below, which may arise out of or result from the Contractor's actions under the Contract, whether such actions are by Contractor, by any subcontractor, by anyone directly or indirectly employed by Contractor or any subcontractor, or by anyone for whose acts Contractor or any subcontractor may be liable:

1. claims under workers' compensation, disability benefits and other similar employee benefitacts;

2. claims for damages because of bodily injury, occupational sickness or disease, or death of its employees;

3. claims for damages because of bodily injury, sickness or disease, or death of any personother than its employees;

4. claims for damages insured by usual personal injury liability coverage which are sustained(1) by any person as a result of an offense directly or indirectly related to the employment of such person by the Contractor, or (2) by any other person; and

5. claims for damages because of injury to or destruction of tangible property, including loss ofuse resulting therefrom.

B. PROOF OF COMPLIANCE

1. Evidence of Insurance

Within ten (10) days after receipt from SEPTA of notice of award of the Contract, the Contractor shall provide to SEPTA a copy of the insurance policy document (including any endorsements) and the declaration page, for each required insurance. SEPTA’s sealed bid number must be noted on the policy and declaration page documents. Upon SEPTA’s request, Contractor shall provide any other documents which SEPTA may require as evidence of compliance with the insurance requirements. It shall be at SEPTA’s discretion whether the proof of insurance provided by Contractor is sufficient evidence of compliance.

2. Written Approval Required

Once all proper evidence of insurance has been received and accepted by SEPTA, SEPTA will provide written notification to Contractor of such acceptance. SEPTA will not issue the Notice to Proceed until Contractor has complied with insurance requirements and SEPTA has accepted the evidence of such compliance.

C. POLICIES TO REMAIN IN FORCE

1. Unless otherwise noted below, all required insurance must remain in force until all Work

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related to the Project is satisfactorily completed, all Contractor personnel and equipment have been removed from the Project site and all Work has been formally accepted by SEPTA in accordance in the Contract.

2. All policies shall provide for thirty (30) days written notice to SEPTA, and all other NamedInsureds, before cancellation by the company issuing the insurance. If such notice is not provided for within the basic terms of the policy, it shall be provided by endorsement or notation on the Declarations Page.

3. In the event that any or all of the insurance coverages required by the Contract are cancelled,are reduced below the required minimum limits, or lapse, then the Contractor will be suspended from further performance of the Work until such time as replacement coverage satisfactory to SEPTA has been obtained and is in force.

D. ADDITIONAL INSUREDS

The Contractor shall include as an “Additional Insured” the parties identified below to be designated on the policies for each respective type of insurance.

E. WAVIER OF LIABILITY FOR PREMIUMS

For each policy that includes one or more Named Insured(s) or Additional Insured(s), the policy shall contain a Waiver of Liability, for all Named Insureds and Additional Insureds, for the payment of premiums.

F. TYPES OF INSURANCE AND LIMITS OF LIABILITY

Contractor shall purchase and maintain the following types of insurances with the stated, or greater, respective limits of liability.

1. Workers’ Compensation Insurance - In compliance with the applicable laws of theCommonwealth of Pennsylvania, covering all employees of Contractor.

(a) Limits of Liability

Coverage shall include employee liability limits of not less than $1 million each accident or illness.

2. Commercial General Liability Insurance - Coverage for Contractor liability with respect tobodily injury and property damage to others. Products-completed operations, independent contractors and contractual liability coverages are to be included.

(a) Limits of Liability

Coverage under this policy shall have limits of liability of not less than $2,000,000.00 per occurrence, combined single limit for bodily injury (including disease) and property damage.

(b) Additional Insureds

Policy shall be written or endorsed to include SEPTA as Additional Insureds.

(c) Other

(i) Policy shall be written or endorsed to include coverage for the liability assumed by

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the terms of this contract, including indemnification provisions. Certificate or policy will state that the coverage applies to the Project described as: Armature Rewind for LRV Traction Motors.

(ii) Commercial General Liability Insurance policies generally contain a contractual exclusion for work performed within fifty (50) feet of railroad tracks. Contractor must expressly request removal of this exclusion to ensure full protection for all of the Work to be performed under this Contract. (Also see subsection U(7) below.)

(iii) Any explosion/collapse/underground exclusion (X-C-U exclusion is to be removed.

3. Vehicle Liability - Liability Insurance (covering all autos, trucks, and other vehicles used inconnection with this Project) for bodily injury and property damage to others.

(a) Limits of Liability

Coverage under this policy shall have limits of liability of not less than $2,000,000.00 per occurrence, combined single limit for bodily injury and property damage (including loss of use).

(b) Additional Insureds

Not applicable.

(c) Other

This policy shall be written or endorsed to include coverage for hired, leased or other non-owned vehicles.

4. General Aggregate Insurance - Coverage for Contractor liability with respect to bodily injury andproperty damage to others. Products-completed operations, independent contractors and contractual liability coverages are to be included.

(a) Limits of Liability

Coverage under this policy shall have limits of liability of not less than $5,000,000.00 annual aggregate

(b) Additional Insureds

Policy shall be written or endorsed to include SEPTA as Additional Insureds.

(c) Other

(i) Policy shall be written or endorsed to include coverage for the liability assumed by the terms of this contract, including indemnification provisions. Certificate or policy will state that the coverage applies to the Project described as: Armature Rewind for LRV Traction Motors.

(ii) Commercial General Liability Insurance policies generally contain a contractual exclusion for work performed within fifty (50) feet of railroad tracks. Contractor must expressly request removal of this exclusion to ensure full protection for all of the Work to be performed under this Contract. (Also see subsection U(7) below.)

(iii) Any explosion/collapse/underground exclusion (X-C-U exclusion is to be removed.

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G. Payment of SEPTA Claims Against Contractor’s Insurance

Contractor shall require its insurance carrier(s) to make checks in payment of SEPTA claims payable directly to SEPTA.

[END OF SECTION]

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EXHIBIT IV DISADVANTAGED BUSINESS ENTERPRISE (DBE) REQUIREMENTS

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COMPETITIVELY BID (OTHER THAN DESIGN/BUILD) CONTRACTS

WITHOUT DBE GOALS

Disadvantaged Business Enterprise (DBE) Participation solicitation and contract provisions pursuant to U. S. Department of Transportation regulations (Title 49 CFR part 26), FTA Circular 4716.1A, and SEPTA Policy are provided in this Section.

A. DBE CONTRACT GOALS

In connection with this solicitation and any resulting contract, SEPTA has not established a goal for Disadvantaged Business Enterprise (DBE) participation. This is in accordance with the DBE Regulations at 49 CFR part 26, which require SEPTA to attempt to use race-neutral means of obtaining DBE participation whenever possible.

B. DEFINITIONS

1. "Affiliation" has the same meaning the term has in the Small Business Administration regulations, 13 CFR part 121:

(a) Except as otherwise provided in 13 CFR part 121, concerns are affiliates of each other

when, either directly or indirectly:

(1) one concern controls or has the power to control the other; or (2) a third party or parties controls or has the power to control both; or (3) an identity of interest between or among parties exists such that affiliation may

be found.

(b) In determining whether affiliation exists, it is necessary to consider all appropriate factors, including common ownership, common management, and contractual relationships. Affiliates must be considered together in determining whether a concern meets small business size criteria and the statutory cap on the participation of firms in the DBE program.

2. “Contract Sum” means total contract price, including any change orders and amendments. 3. "Disadvantaged Business Enterprise" or "DBE" means a for-profit small business concern

(a) that is at least fifty-one percent (51%) owned by one or more individuals who are both socially and economically disadvantaged or, in the case of a corporation, in which fifty-one percent (51%) of the stock is owned by one or more such individual(s); and (b) whose management and daily business operations are controlled by one or more of the socially and economically disadvantaged individuals who own it and is certified as such by SEPTA’s DBE Program Office or by Pennsylvania’s Unified Certification Program (PAUCP).

4. "Joint Venture" means an association of a DBE firm and one or more other firms to carry

out a single, for-profit business enterprise, for which purpose they combine their property, capital, efforts, skills and knowledge, and in which the DBE is responsible for a distinct clearly defined portion of the work to be performed by the joint venture and whose share in the capital contribution, control, management, risks and profits of the joint venture are commensurate with its ownership interest (see paragraph D.5. below).

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5. "Small Business Concern" means a small business concern as defined pursuant to Section 3

of the Small Business Act and Small Business Administration regulations implementing it (13 CFR part 121), that also does not exceed the following size determinations:

(a) to be an eligible DBE, a firm (including its affiliates) must be an existing for-profit

small business, as defined by Small Business Administration (SBA) standards found in 13 CFR part 121 appropriate to the type(s) of work the firm seeks to perform in DOT-assisted contracts.

(b) In addition to the requirements of (a) above, a firm must also meet the annual gross

receipts requirements defined in SBA regulations 13 CFR §121.402

6. "Socially and Economically Disadvantaged Individuals" means any individual who is a citizen (or lawfully admitted permanent resident) of the United States and who is:

(a) Any individual which SEPTA finds to be a socially and economically disadvantaged

individual on a case-by-case basis. (b) Any individual in the following groups, members of which are rebuttably presumed to

be socially and economically disadvantaged:

(i) "Black Americans" which includes persons having origins in any of the Black racial groups of Africa; (ii) "Hispanic Americans" which includes persons of Mexican, Puerto Rican, Cuban, Dominican, Central or South American, or other Spanish or Portuguese culture or origin, regardless of race; (iii) "Native Americans" which includes persons who are American Indians, Eskimos, Aleuts, or Native Hawaiians; (iv) "Asian-Pacific Americans" which includes persons whose origins are from Japan, China, Taiwan, Korea, Burma (Myanmar), Vietnam, Laos, Cambodia (Kampuchea), Thailand, Malaysia, Indonesia, the Philippines, Brunei, Samoa, Guam, the U. S. Trust Territories of the Pacific Islands (Republic of Palau), the Commonwealth of the Northern Marianas Islands, Macao, Fiji, Tonga, Kiribati, Tuvalu, Nauru, Federated States of Micronesia, or Hong Kong; (v) "Subcontinent Asian Americans" which includes persons whose origins are from India, Pakistan, Bangladesh, Bhutan, the Maldives Islands, Nepal or Sri Lanka; (vi) Women; (vii) any additional groups whose members are designated as socially and economically disadvantaged by the SBA, at such time as the SBA designation becomes effective.

C. SUBMISSION REQUIREMENTS

1. In connection with this solicitation and any resulting contract, SEPTA has not established

goals for Disadvantaged Business Enterprise (DBE) participation. This is in accordance with the DBE Regulations at 49 CRF §26.39, §26.51, which require SEPTA tot attempt to use race-neutral means of obtaining DBE participation whenever possible. If your firm utilizes a certified DBE subcontractor/supplier, a properly executed DBE Participation Schedule which is

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attached must be submitted and include the following:

(a) The name and address of the DBE firm that will participate in the Contract. (b) A description of the work that the DBE will perform (c) The dollar amount or percent of the participation of the DBE firm participating

The Bidder is required to submit a properly executed DBE Participation Schedule for each DBE subcontractor/supplier identified to participate in the Contract.

Within forty-eight (48) hours from notification by SEPTA< Bidder is required to submit a Commitment/Confirmation document for each DBE firm scheduled to participate. The Commitment/Confirmation document represents:

(a) The Bidder’s commitment to use a DBE subcontractor/supplier whose participation it submitted; and

(b) The DBE subcontractor/supplier’s confirmation that it is participating in the Contract as provided in the Bidder’s commitment.

In accordance with 49 CFR §26.39 (Fostering Small Business Participation), the Bidder is also required to identify all other subcontractors/suppliers scheduled to participate in the Contract by submitting the attached Non-DBE Participation Schedule.

Any questions regarding DBE and or SBE Participation should be directed to SEPTA’s DBE Program Office at (215) 580-7278.

2. The requirements of this section also apply to DBE Bidders for prime contracts. Indetermining whether a DBE Bidder for a prime contract has met a Contract goal, the work theDBE has committed to perform with its own forces as well as the work it has committed to beperformed by DBE subcontractors and DBE suppliers will be counted.

3. SEPTA's DBE Program Office will provide upon request SEPTA's DBE Directory. The DBEDirectory is revised on a continual basis; i.e., at least weekly, and identifies all firms eligibleto participate as DBEs in SEPTA's program. Additionally, interested persons can obtainaccess to a state-wide combined directory through SEPTA’s membership in the PennsylvaniaUnified Certification Program (PAUCP) at http://www.paucp.com. These DBEdirectories list the firm’s name, address, phone number, fax number, email address and thetypes of work the firm has been certified to perform as a DBE.

D. DETERMINATION OF PERCENTAGE OF DBE PARTICIPATION

DBE participation shall be credited toward achieving the DBE Goal as follows:

1. When a DBE participates in a contract, only the value of the work actually performed by theDBE will be counted toward DBE goals.

2. SEPTA will count the entire amount of that portion of a construction contract (or othercontract covered by paragraph D.3. below) that is performed by the DBE's own forces,including the cost of supplies and materials obtained by the DBE for the work of the contract,and supplies purchased or equipment leased by the DBE (except supplies and equipment the

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DBE subcontractor purchases or leases from the prime contractor or its affiliates).

3. SEPTA will count the entire amount of fees or commissions charged by a DBE firm forproviding a bona fide service, such as professional, technical, consultant, or managerialservices, or for providing bonds or insurance specifically required for the performance of thecontract, toward DBE goals, provided SEPTA determines the fee to be reasonable and notexcessive as compared with fees customarily allowed for similar services.

4. When a DBE subcontracts part of the work of its contract to another firm, the value of thesubcontracted work may be counted toward DBE goals only if the DBE's subcontractor isitself a DBE. Work that a DBE subcontracts to a non-DBE firm does not count toward DBEgoals.

5. When a DBE performs as a participant in a joint venture, SEPTA will count a portion of thetotal value of the contract equal to the distinct, clearly defined portion of the work of thecontract that the DBE performs with its own forces toward DBE goals.

6. SEPTA will count expenditures to a DBE contractor toward DBE goals only if the DBE isperforming a commercially useful function on that contract, as determined by SEPTA's DBEProgram Office.

(a) A DBE is considered to perform a commercially useful function when it is responsiblefor execution of a specific scope of work in a contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity when ordering the material, and installing (where applicable) and paying for the material itself. To determine whether a DBE is performing a commercially useful function, SEPTA will evaluate the amount of work subcontracted; industry practices; whether the amount the firm is to be paid under the contract is commensurate with the work it is actually performing; and the DBE credit claimed for its performance of the work and other relevant factors.

(b) A DBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of DBE participation. In determining whether a DBE is such an extra participant, SEPTA will examine similar transactions, particularly those in which DBEs do not participate.

(c) If a DBE does not perform or exercise responsibility for at least 30 percent of the total cost of its contract with its own work force, or the DBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, SEPTA will presume that the DBE is not performing a commercially useful function.

(d) When a DBE is presumed not to be performing a commercially useful function, SEPTA will accept evidence from the DBE or prime contractor to rebut this presumption. Evidence from independent sources, such as trade journals or independent studies by consultants, is particular desirable in such circumstances.

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7. SEPTA will use the following factors in determining whether a DBE trucking company is

performing a commercially useful function:

(a) The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible on a particular contract, and there cannot be a contrived arrangement for the purpose of meeting DBE goals.

(b) The DBE must itself own and operate at least one fully licensed, insured, and

operational truck used on the Contract.

(c) The DBE receives credit for the total value of the transportation services it provides on the Contract using trucks it owns, insures, and operates using drivers it employs.

(d) The DBE may lease trucks from another DBE firm, including an owner-operator who

is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the Contract.

(e) The DBE may also lease trucks from a non-DBE firm, including an owner-operator.

The DBE who leases trucks from a non-DBE is entitled to credit for the total value of transportation services provided by non-DBE lessees not to exceed the value of transportation services provided by DBE-owned trucks on the contract. The DBE does not receive credit for the total value of the transportation services provided by the lessee, since these services are not provided by a DBE.

(f) For purposes of this paragraph D.7., a lease must indicate that the DBE has exclusive

use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE.

8. SEPTA will count expenditures with DBEs for materials or supplies toward DBE goals as

provided in the following:

(a) If the materials or supplies are obtained from a DBE manufacturer, count 100% of the cost of the materials and supplies toward DBE goals. For purposes of this section, a "manufacturer" is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the Contract and of the general character described by the Specifications.

(b) If the materials or supplies are purchased from a DBE Regular Dealer count 60% of

the cost of the materials and supplies toward DBE goals. For purposes of this section, a "regular dealer" is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the Specifications and required under the Contract are brought, kept in stock, and regularly sold to the public in the usual course of business. To be a regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of

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the products in question. A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business as previously provided if the person both owns and operates distribution equipment. Any supplementing of regular dealers' own distribution equipment shall be by a long-term lease and not on an ad hoc or contract-by-contract basis. Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not regular dealers within the meaning of this paragraph.

(c) With respect to materials or supplies purchased from a DBE which is neither a manufacturer nor a regular dealer, SEPTA will only count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, toward DBE goals, provided SEPTA determines the fees to be reasonable and not excessive as compared with fees customarily allowed for similar services. No portion of the cost of the materials and supplies themselves will be counted towards DBE goals.

9. SEPTA will not count the participation of a DBE subcontractor toward the prime contractor'sDBE achievements until the amount being counted toward the goal has been paid to the DBE.

E. DBE MODIFICATION(S) OR SUBSTITUTION(S)

1. If after award a DBE subcontractor included on the DBE Participation Schedule submitted toSEPTA, is terminated, or fails to complete its work on the Contract for any reason, SEPTAmust be notified within 48 hours.

2. If after award of the Contract, a DBE subcontractor is terminated, or fails to complete its workon the Contract for any reason, SEPTA will require the prime contractor to make good faithefforts to find another DBE subcontractor to substitute for the original DBE. These good faithefforts shall be directed at finding another DBE to perform at least the same dollar value ofwork under the Contract as the DBE that was terminated, to the extent needed to meet theContract goal established by SEPTA.

F. REPORTING AND RECORDKEEPING REQUIREMENTS

To ensure that all obligations under the contracts awarded to DBEs are met, SEPTA’s DBE Program Office shall monitor the Contractor’s performance during the life of the Contract.

1. Upon execution of its SEPTA contract, the Contractor shall enter into written subcontractagreement(s) with the DBE(s) listed in its DBE Participation Schedule. Copies of theContractor’s executed subcontract agreement(s) with DBEs shall be provided to SEPTA’sDBE Program Office by the Contractor immediately upon execution.

2. The Contractor shall submit a work schedule outlining when the DBE subcontractor(s) willcommence and complete work on the project, at such times as prescribed by SEPTA’s DBEProgram Office

3. The Contractor shall submit monthly reports of actual contract expenditures to DBE’s by the

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Technical Services Contract 0716 51

Contractor. This information must be submitted electronically via SEPTA’s website (http://bizweb.septa.org/bizwebsepta ).

4. The Contractor and subcontractor(s) shall permit access to their books, records and accounts

by SEPTA (or its designated representative) or the Federal Transit Administration (FTA) for the purpose of investigation to ascertain compliance with these specified requirements. Such records shall be maintained by the Contractor in a fashion which is readily assessable to SEPTA and/or the FTA for a minimum of five (5) years following completion of this Contract.

5. With regard to any claim or dispute with respect to payment of a subcontractor at any tier,

Contractor expressly agrees to defend, indemnify and hold SEPTA harmless in the event any suit is brought on account of a dispute between any of the parties including but not limited to subcontractor(s), supplier(s) and material men and in particular, Contractor shall assume the defense affirmatively at its sole cost whenever such suit is brought in any jurisdiction.

G. FTA DBE AUDIT REQUIREMENT – DBE INVOICE PAYMENT REPORT

The Contractor shall keep a regular accounting of actual expenditures of funds made under all contract and subcontract agreements with DBEs, specifically, an accounting of the actual amount of DBE expenditures for each contract.

H. MISCELLANEOUS

The Contractor is encouraged to utilize the services of financial institutions owned and controlled by socially and economically disadvantaged individuals as defined at 49 CFR part 26.5.

[END OF PAGE]

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Technical Services Contract 0716 52

SEALED BID 

DISADVANTAGED BUSINESS ENTERPRISE (DBE) PARTICIPATION SCHEDULE

As specified in the DBE Participation Section included in the Bidding Documents, the Bidder shall furnish to SEPTA’s satisfaction the details of disadvantaged business enterprise participation. 

NOTE:  Firms must be Pennsylvania Unified Certification Program (PA UCP)‐certified prior to being listed on a DBE Participation Schedule. 

PROJECT NAME:

SEALED BID NO.:

TABLE I. ALL WORK/SERVICES TO BE PERFORMED BY THE DBE FIRM

1 NAME OF DBE FIRM 

CONTACT PERSON, BUSINESS ADDRESS, TELEPHONE NUMBER 

2 DESCRIPTION OF WORK TO BE PERFORMED1 

3 TOTAL DBE AGREED 

PRICE TO BE CREDITED TO DBE GOAL2 

Firm Name: 

Contact: 

Address: 

Tele. No.: (Type or Print all information) 

TABLE II. MATERIAL/SUPPLIES TO BE PURCHASED FROM “REGULAR DEALERS”

1 NAME OF DBE FIRM 

CONTACT PERSON, BUSINESS ADDRESS, TELEPHONE NUMBER 

2 DESCRIPTION OF MATERIAL TO BE 

SUPPLIED1 

3 TOTAL DBE AGREED PRICE 

TO BE CREDITED TO DBE GOAL2  

(Total Price x .6) 

Firm Name:  Total Price:

Contact:  X .6 

Address:  AmountCredited toDBE Goal:

Tele. No.: (Type or Print all information) 

Name of Bidder: Tele. No.:  (          ) 

Contact: 

(type or print)  Email:   

Title:   

Signature: 

(type or print) 

Date:   

A FULLY COMPLETED DBE PARTICIPATION SCHEDULE, FOR EACH DBE FIRM DESIGNATED TO PARTICIPATE, IS REQUIRED TOBE SUBMITTED. 

FAILURE OF THE BIDDER TO SUBMIT FULLY COMPLETED DBE PARTICIPATION SCHEDULE(S) TO SEPTA’S SATISFACTION MAYRESULT IN THE REJECTION OF THE BID. 

BIDDER MUST SIGN AND DATE ABOVE.

BIDDER WILL BE REQUIRED TO PROVIDE A COMMITMENT/CONFIRMATION DOCUMENT FOR EACH DESIGNATED DBE FIRMUPON REQUEST FROM SEPTA.  

Bidders are hereby notified that the information contained herein will be verified with the designated DBE firm.  Additionally, if and when the award of a contract is made, the DBE firm listed herein will be simultaneously notified of the award. SEPTA reserves the right to waive informalities herein in its sole reasonable discretion. 1  See Section D. “Determination of Percentage of DBE Participation” for discussion of types of participation and credit given toward achieving the DBE 

Goal. 2  This may be expressed in dollars or as a percentage of the Bidder’s total maximum price to SEPTA.

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Technical Services Contract 0716 54

SEPTA SOLICITATION STATISTICS

In accordance with Federal Regulation 49 CFR part 26.11, SEPTA must maintain statistics on all contractors and subcontractors bidding/proposing on SEPTA projects. Please include copies of this form with your bid/proposal package to any potential subcontractors/subconsultants. All Bidders/Proposers are required to submit a completed survey for themselves and all potential subcontractors/subconsultants.

Thank you for your assistance with this request. If you should have any questions, comments or suggestions, please contact SEPTA’s DBE Program Office at 215-580-7278, or via email at [email protected].

The information gathered on this form will be used for statistical purposes only.

Firm Name:

Firm Address:

Description of Services:

NAICS* Codes:

North American Industry Classification System (www.census.gov/epcd/www/naics.html)

Status: DBE SBE OBE

(Disadvantaged Business Enterprise) (Small Business Enterprise) (Other Business Enterprise)

Month/Year firm established:

Company Owner(s) Ethnic Group Membership: (optional)

Black Hispanic Native American

Asian Pacific Subcontinent Asian Other (specify)

Annual Gross Receipts of the Firm: (check one)

Less than $500,000 $500,000 - $1 Million

$1 Million - $5 Million $5 Million - $10 Million

$10 Million - $20 Million Above $20 Million

Project Name: Bid Number:

Name: (Please Type or Print) Date:

Title:

Signature: Telephone No.: ( )

Email Address: Facsimile No.:

( )

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Technical Services Contract 0716 55

SEPTA NON‐DBE PARTICIPATION SCHEDULE 

(Sealed Bid) 

As specified in the DBE Participation Section included in the Solicitation Documents, the Proposer must furnish to SEPTA the details of non‐DBE subcontractor participation. 

PROJECT NAME:   

SEALED BID NO.:   

1. WORK/SERVICES TO BE PERFORMED BY SUBCONTRACTORS

2. MATERIAL/SUPPLIES TO BE PURCHASED FROM SUPPLIERS

NAME OF FIRM 

CONTACT PERSON, BUSINESS ADDRESS, TELEPHONE NUMBER 

DESCRIPTION OF WORK/SERVICES TO BE 

PERFORMED / MATERIAL TO BE SUPPLIED 

TOTAL SUBCONTRACT/PURCHASE 

ORDER AMOUNT 

Firm Name: 

$ Contact: 

Address: 

Tele. No.: 

Firm Name: 

$ Contact: 

Address: 

Tele. No.: 

Firm Name: 

$ Contact: 

Address: 

Tele. No.: 

Firm Name: 

$ Contact: 

Address: 

Tele. No.: 

Firm Name: 

$ Contact: 

Address: 

Tele. No.: 

(Type or Print all information) 

Name of Bidder: Tele. No.:  (          ) (type or print)

Email:   

Contact:  Title:   

Signature: 

(type or print) 

Date:   

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Technical Services Contract 0716 56

MUST BE PROVIDED ON BIDDER’S OFFICIAL LETTERHEAD

RE: DBE PARTICIPATION - COMMITMENT/CONFIRMATION SEPTA Sealed Bid No.

Project Name:

<Bidder> is committed to contracting with <DBE Firm> for participation on the SEPTA solicitation referenced above. <DBE Firm> is scheduled to provide the following services and/or materials/supplies:

<Provide a Detailed Description of the Services and/or Materials/Supplies* to be furnished by the named DBE Firm>. For approximately $<$$,$$$>, or xx% of the total contract.

(*60% of the total agreed price for DBE suppliers will be credited towards the DBE goal)

Bidder’s Representative Name/Title (please type or

print)

Signature Date

DBE Firm’s Representative Name/Title (please type

or print)

Signature Date

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Technical Services Contract 0716 57

EXHIBIT V SEPTA'S EQUAL EMPLOYMENT OPPORTUNITY/AFFIRMATIVE

ACTION CONTRACTUAL REQUIREMENTS

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Technical Services Contract 0716 58

SEPTA'S EQUAL EMPLOYMENT OPPORTUNITY/AFFIRMATIVE ACTION CONTRACTUAL REQUIREMENTS

EQUAL EMPLOYMENT OPPORTUNITY (EEO):

In connection with the performance of the Contract, the Contractor shall not discriminate against any employee or applicant for employment because of race, color, age, creed, religion, sex or national origin. The Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, creed, religion, sex, age, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising, layoff or termination; rate of pay or other forms of compensation; and selection for training, including apprenticeship.

SEPTA REQUIREMENTS

NONDISCRIMINATION

During the performance of the Contract, the Contractor agrees as follows:

1. The Contractor will not discriminate against any employee or applicant for employment because of race,color, creed, religion, sex, age, or national origin. The Contractor will take affirmative action to ensurethat applicants are employed, and that employees are treated during employment without regard to theirrace, color, creed, religion, sex, age, or national origin. Such action shall include, but not be limited tothe following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising,layoff or termination; rates of pay or other forms of compensation; and selection for training, includingapprenticeship. The Contractor agrees to post in conspicuous places, available to employees andapplicants for employment, notices to be provided setting forth the provisions of this nondiscriminationclause.

2. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of theContractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, age, or national origin.

3. The Contractor will send to each Labor Union or Representative of workers with which he/she has acollective bargaining agreement or other contract or understanding, a notice to be provided advising thesaid Labor Union or Worker's Representative of the Contractor's commitments under this section, andshall post copies of the notice in conspicuous places available to employees and applicants foremployment.

4. The Contractor will comply with all Affirmative Action provisions of the SEPTA contract.

5. The Contractor will furnish all information and reports required by SEPTA and will permit access to itsbooks, records, and accounts, by the EEO Compliance Officer for purposes of investigation to ascertaincompliance with such rules, regulations and orders.

6. In the event of the Contractor's noncompliance with the nondiscrimination clauses of the Contract, theContract may be cancelled, terminated, or suspended in whole or in part and the Contractor may bedeclared ineligible for further SEPTA contracts.

7. The Contractor will include the portion of the sentence immediately preceding paragraph 1. and theprovisions of paragraphs 1. through 7. in every subcontract or purchase order so that such provisions shall

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Technical Services Contract 0716 59

be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as SEPTA may direct as a means of enforcing such provisions, including sanctions for noncompliance.

8. The Contractor shall have an Affirmative Action Plan declaring that it does not discriminate on the basisof race, color, religion, creed, national origin, age or sex and specifying minority and female goals toassure implementation of the Plan. SEPTA shall assure compliance with this requirement and promptlyinvestigate suspected or reported violations.

9. SEPTA reserves the right to monitor and periodically audit its contractors' compliance with thespecifications discussed in this section. In the event the Contractor fails to comply with thenondiscrimination provisions of the Contract, the Disadvantaged Business Enterprise shall recommend to the contracting department such contract sanctions as the General Counsel shall advise are available. The Disadvantaged Business Enterprise shall make a report of any such noncompliance to the Office ofFederal Contract Compliance Programs (OFCCP).

[END OF SECTION]

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Technical Services Contract 0716 60

EXHBIT VI SPECIFICATION

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SEPTA TECHNICAL SPECIFICATION

1.0 SPECIFICATION TITLE

Westinghouse 1460L Traction Motor Armature Overhaul

2.0 PRE-RELEASE REVIEW

NAME INITIAL & DATE

3.0 APPROVAL FOR RELEASE Signature Sachit K. Kakkar Sachit K. Kakkar

4.0 SPECIFICATION RELEASE DATE 06/06/2006

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AGENDA and REVISIONS

SEPTA TECHNICAL SPECIFICATION

Change No. Release Date Reason for Issue Release Approval

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1.0 PURPOSE AND SCOPE OF SPECIFICATION 1

2.0 SPECIFIC CRITERIA 1

2.1 Type of Equipment 1

2.2 Reference Specifications and Drawings 2

2.3 Data 3

3.0 WORK REQUIREMENTS 3

3.2 Additional Overhaul (as required basis) 4

3.3 Final Test — Record all data. 16

4.0 INSTRUCTIONS TO BIDDERS 16

5.0 PROPOSAL SUBMISSION 17

6.0 WORKMANSHIP — REFER TO CONTRACT DOCUMENTS. 17

7.0 REPAIR PARTS AND SERVICE — NOT APPLICABLE. 17

8.0 WARRANTY — REFER TO CONTRACT DOCUMENTS. 17

9.0 GENERAL 17

9.1 Painting (exterior surfaces only) 17

9.2 Safety 17

9.3 Documentation 17

9.4 Parts and Package Identification 17

9.5 Materials and Processes 17

10.0 INSPECTION 17

10.1 Equipment Inspection 17

10.2 Facilities Inspection 18

10.3 Replaced Material/Parts 18

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11.0 OPTIONS 18

12.0 DELIVERY 18

13.0 SHIPPING 18

14.0 TRAINING 18

15.0 PARTS AND INSTRUCTION BOOKS 18

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1.0 PURPOSE AND SCOPE OF SPECIFICATION This specification outlines and provides criteria for service of equipment for a SEPTA system rail vehicle; enabling an experienced, competent bidder to proceed to furnish an acceptable end item. The service performed by the bidder and the resulting end item shall comply with all applicable specifications, standards, regulations, and procedures for the type of equipment and its application specified. The service and resulting end item shall comply with the O.E.M.'s latest specifications and following criteria, as minimum requisites. Supplementary relative information and criteria will be furnished on an "as required" and "as determined" basis, and shall become part of this specification.

The Authority requires that, as a prerequisite, the Contractor possesses operable equipment capable of compliance to all paragraphs of this specification. All work functions, processes, tests, and inspections shall be performed at and within the Contractor's facilities. Any subcontracting of work to comply with the specification shall be limited to a maximum of ten percent (10%) of the dollar value of the total work contracted and shall be performed by a subcontractor approved by SEPTA Rail Equipment Engineering.

2.0 SPECIFIC CRITERIA

2.1 Type of Equipment

The Armature for the 1460-L Traction Motor which is a four-pole, direct current, commutating pole, force-ventilated, series wound motor which is designed to operate, two in a series, on 600 volts trolley voltage.

The motor armature is supported at the commutator end by a grease lubricated ball bearing and at the coupling end by a grease lubricated roller bearing. Cartridge type construction of the commutator end and the removable coupling end housing permit the armature to be removed from the frame with both bearing assemblies intact.

The motor is force-ventilated by a separately mounted Traction Motor Blower. Air enters the motor through an inlet in the top of the commutator housing then passes over and around the armature to the coupling end of the motor, where it is discharged through openings in the outer periphery of the coupling end housing.

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2.2 Reference Specifications and Drawings

Specification Drawing Description

S-1835 C-2252 Armature Core Lamination

S-2098 D-2535 Rear Coil Support

S-2557 Armature Rewind Kit

S-2557 D-2763 1460L Armature Coil

S-2557 C-2877 1460L Armature Assembly

S-2557 A-2878 1460L Armature Slot Wedge

S-2557 A-2880 1460L Commutator Neck Fillers

S-2557 A-2881 1460L Cross Connector Equalizers

S-2557 A-2882 1460L Armature Filling Pieces

S-2564 C-2885 Shaft

S-2861 B-3583 Core Assembly with Commutator

S-2863 B-3584 Commutator Assembly

S-2864 B-3585 Alternate Front Coil Support

S-2865 B-3586 Front Coil Support

S-2866 B-3587 Lamination End Plate

S-2867 C-2879 Armature Coil Assembly Procedure

2.4 SEPTA Use Only

A-2878.DWG A-2880.DWG A-2882.DWG B-3583.DWG B-3584.DWG B-3586.DWG B-3587.DWG C-2252.DWG C-2877.DWG C-2879.DWG C-3618.DWG D-2763.DWG C-2885.TIF D-2535.TIF

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2.3 Data

TYPE ................................................................................... 1460-L WEIGHT

Armature ................................................................. 260 pounds RESISTANCE OF WINDINGS @ 25°C

Armature ................................................................. 0.0171 ohm COMMUTATOR DATA

Type ....................................................................... Arch Bound Mica Thickness ......................................................... 0.036 inch Depth of Undercutting ................................................ 1/16 inch Diameter — New Commutator ............................... 7-7/16 inch

- Minimum Permissible ......................................... 6-3/4 inch

3.0 WORK REQUIREMENTS

3.1 Basic Overhaul — The basic overhaul, by definition, shall consist of the following operations:

3.1.1 Armatures shall be appropriately cleaned, inspected, and tested for all mechanical and electrical defects (static and dynamic). This includes core loss testing per Para. 3.2.3.3. and all measurements and test parameters of Para. 2.3, 3.1, and 3.3. Record all data.

3.1.2 All Armatures shall be, blown out, degreased, and baked dry prior to detailed inspection and test. Bake temperatures shall in no instance exceed 320F.

All coils shall be serviced and reinsulated with vacuum pressure impregnation using a Class "H" or better insulating material.

All VPI procedures shall be per Armature VPI Procedure of Para. 3.2.3.9.3.C.18 herein. Pressure shall be provided by either dry nitrogen or a SEPTA-approved dry air system.

3.1.3 The following components shall be replaced with new parts:

3.1.3.1. Commutator:

Commutators are to be visually inspected for obvious defects. Diameter and riser widths are to be measured. The condemning diameter of a commutator whose armature does not require rewind is 6 3/4 inches. The condemning diameter of a commutator whose armature requires rewind is 7 inches. The condemning width of a commutator riser is 3/8 inch.

Commutator shall be:

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A. Resurfaced, the mica insulation between the copper bars shall be undercut to a depth of 1/16 inch and a width of 0.038 inch. The commutator surface shall be raked, and light polished for a 32 RMS finish or better. This shall be accomplished with the armature in its own bearings.

B. Total indicator run-out is 0.0005 inch maximum.

C. Variations of indicator readings between any two (2) adjacent bars is 0.0001 inch maximum.

D. A 0.23 to 0.26 inch wide dust groove or "gutter" is to be machined in the commutator. Dust groove is to be 0.19 to 0.29 inch deep.

3.1.3.2. Armature

A. Bands and wedges.

B. Dynamically balance armature by adding or removing weights in balance grooves at commutator end and fan end of armature. Maximum unbalance permitted is 2 grams at each end of armature. Under no circumstances shall balancing material obstruct cooling and ventilation channels or the air gap between pole pieces and armature surface.

C. Shaft. No metalizing permitted. If a shaft indicates prior metalizing, it shall be replaced. All shaft dimensions shall be measured for proper bearing fit. Condemning limits shall be as follows:

Pinion End — 2.3621 min.; 2.3634 max. Commutator End — 1.5747 min.; 1.5757 max.

D. The armature coils, as an assembly, shall be reinsulated with VPI. Appropriate masking material shall be used to preclude insulation from areas other than intended.

E. Armature end play is 0.002 to 0.012 inch.

3.1.4. Final test per Para. 3.3 including commutator run-out of 0.0005 inch, maximum.

3.2 Additional Overhaul (as required basis)

3.2.1 Additional overhaul items shall include a "price schedule" that itemizes all cost of replacement parts (material) and labor.

3.2.2 Subcontractor shall, upon receipt of units, initiate a complete and thorough inspection. Conditions found as a result shall be formally transmitted to SEPTA for approval prior to initiating work other than basic overhaul.

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3.2.3 The following components shall be replaced as required with new parts and/or materials:

NOTE: Prior to installation, all new main field and commutating coils shall have Class "H" insulation and shall be vacuum pressure impregnated with the required bake cycle, after VPI, shall be surge comparator (or equivalent) tested at 1000 volts.

3.2.3.1 Armature Coils

3.2.3.1.1 Rewind shall be performed using an armature rewind kit as approved by SEPTA Rail Equipment Engineering. VPI shall be performed twice after installation, with a complete cure/bake cycle after each VPI operation.

3.2.3.1.2 TIG Welding ONLY shall be permitted.

3.2.3.1.3 Rewinding shall be as follows:

A. Preparation of rewinding

Armature coils shall be removed by machine tool cutting the TIG welding at commutator risers. An absolute minimum amount of commutator riser metal shall be removed. Use a 1/8 inch machine cut-off tool for groove cutting coils in back of risers and at front and rear coil end plate punchings. The groove cut shall be 1/8 to 3/8 inches outboard of components. Coils and wedges in core slots may be removed by flame burning or high pressure water spray.

1. When flame burning method is used, the commutator shall beprotected by a hood and armature continually rotated at low RPM (10to 20 RPM). Commutator surface temperature shall not exceed360°C (684°F).

NOTE: These temperatures are important to protect sodium silicateinsulation coating finish on each core lamination and commutatormica. This damage will increase electrical losses and heating causingcore hot spots.

2. A controlled burnout oven may be used if designed for armatures.This equipment and procedure must be approved by SEPTA.

3. The stripped armature can be cleaned by glass bead air blast, or itmay be steam cleaned with a mild detergent.

NOTE: Do not use water soluble cleaners such as Sodium orPotassium Hydroxide.

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Thoroughly rinse with live steam and hot water to remove all traces of cleaning compound and oven bake in an air circulated oven for six (6) hours at 300°F ± 10°F.

Carefully remove slot filler, coils, and cross connection pieces. Protect mica and copper at rear of commutator risers. Do not bend slot riser segment when removing coil pieces. Bending results in cracked mica and cracked segments.

Carefully remove all potting and varnish compound from slots. Commutator must be replaced if slot riser segments are broken or cracked.

B. Armature Inspection and Test

1. After armature clean-up; the armature shaft, commutator, coilsupports, and core lamination shall be mechanically inspected andcore loss tested. Core loss testing shall be performed per Para.3.2.3.11.

C. Armature Rewind Procedure

1. Ground test commutator by wrapping commutator surface with barecopper wire. For used commutators, apply 4000 VAC. New orrefilled commutators shall be ground tested at 5000 VAC for 15seconds.

2. Inspect core, coil support, and slots carefully to assure burr freeassembly. Be sure end punchings line up properly.

3. Clean assembly of all debris with compressed air. Inspect for andremove any copper chips from behind risers.

4. Check centerline of commutator bar slot to insure line up with thecenterline of punching slot.

5. Insulate front coil support and assembly cross connectors.

6. Wind armature using industry standards methods to insure integrity ofthe windings.

NOTE: In many cases, it will be necessary to "persuade” the coil intothe slot and seat it. Micarta or equal and/or hard fiber drifts six inches(6") wide and approximate coil thickness can be used. The edges ofthe drifts that contact the coil should be smooth. The force of the

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mallet blow to press and seat coil in the slot must be absorbed over full length of drift.

7. After coils are installed, ground test armature, commutator, andwindings at 2500 AC (RMS) to shaft for 1 minute.

8. Temporary binding is required to pull armature coils up tight to finalposition for machining off coil extensions and before TIG welding.Preheat armature in air circulated oven at 150°C (302°F) for three (3)hours. Apply temporary band within one (1) hour after removal fromoven.

9. Mylar tape or equal application — apply two (2) layers of Mylar tapeor equal over both end coil extensions to prevent banding tape fromadhering to coil insulation. Apply temporary band at 500 ± 25 lbs.tension and 1" tape. Do not relax banding tension at any time duringapplication of both core bands and coil extension bands. Applytemporary banding to commutator coil extension. Wedge armatureusing proven industry standards.

NOTE: Do not remove glass banding around core until armature is atambient temperature.

10. Machining

Set armature in engine lathe centers. Machine off overhanging leadsat riser face. Do not use air hammer and chisel or saw to cut offextension length.

11. Surge Testing Before TIG Welding

Inspect and clean commutator surface. Surface where brushes runmust be clean for good contact. Turned over machine edges ofcopper bar must be removed. Use sand paper, wire brush, and/orhack saw blade as required.

Place in Surge Tester, center brush radial with commutator surface incenter of any bar. The included bars between the center brush andeach outside brush should be approximately 6 bars. The armature isnow ready to test.

Briefly, a high voltage is applied to each half of the armature windingwith the center brush a common point and a pattern of each halfcompared on a cathode ray tube screen. Test voltage should be 500volts peak bar-to-bar (for 6 bar spread, use 3000 volts). Observepattern on the scope screen. There are actually two patterns (one for

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each half of the winding). The two patterns should be superimposed and appear as one. The armature should be turned one revolution. If each bar pattern appears as one, the armature is free of electrical faults.

Conversely, if traces do not coincide, there must be a fault and the armature fails Surge Testing. Necessary repairs will be required on an armature that fails Surge Test.

12. TIG Welding

TIG welding of conductors to risers is required. The followingrequirements for TIG welding shall be adhered to:

a. The coils must be cleaned.

b. The leads should be flush with the front of the commutator riser.

c. The TIG welding shall be accomplished with the commutatorrisers in a horizontal position.

d. The welding shall be performed in a series of three 3/16 inch"spots" or "puddles" so that the entire lead is welded to acommutator box.

NOTE: A continuous weld will not be permitted. TIG weldingprocedure must be submitted by the Contractor to SEPTA forapproval.

e. All spot welds must be done with the highest current andshortest time possible. This method will result in lowest heatinput and maximum annealing of riser and coil leads. Themaximum temperature permissible during the welding operationis 315°C (600°F) measured 3/8" from riser face on the coil lead.A slight discoloration to a light brown will be noticed.

f. The 3/16 inch spots or puddles shall be 13/64 inch apart on eachriser and shall not weld adjacent bars together during theprocess.

g. Glass bead blasting or wire brush to remove light welding smutfrom the vertical riser.

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13. Surge Test After TIG Welding

Surge test after TIG welding, follow procedure as outlined in Para. 3.2.3.1.3.C.11. If the armature passes the Surge Test, remove all temporary banding.

14. Hot Permanent Banding Front, Rear Coils, and Commutator End

Wrap with impregnated glass tape (approximately 200 yards x 1 inch wide x 0.015 or equal). Heat rotor to 135°C (275°F) for six (6) hours or to 140°C (284°F) for four (4) hours in an air-circulated oven. If oven is without mechanical air circulation, double the heating time. Other types of heating may be used if approved by SEPTA.

Place armature in banding lathe. Application of permanent bands must be within one-quarter hour after removal from the oven. At no time during banding should core temperature fall below 98°C (200°F). Fill all cavities between adjacent top leads and behind the risers and commutator slots with Sterling 415E phenolic putty or SEPTA Engineering approved equivalent. Fill voids flush with top of riser. Smooth putty. Use polyester impregnated glass tape having glass twine diameter equal to final thickness of band. Length should be such that ends are as closely butting as possible. The glass twine should be at least one-half inch (1/2") from the core iron to assure impregnation can penetrate to coils and insulation, and to facilitate drainage. Apply front glass band. Edge restraint and banding will be applied over riser 1/4" to ensure sealing of this area. Apply, at a minimum, 31 turns to both the pinion end and commutating end.

CAUTION: Do not allow tape to contact the commutator riser area without beaded restraint tape being in position. The sharp commutator copper will cause the tape to break when under tension.

Begin wrapping first layer of tape at low tension directly on area of coils to be banded. Continue to wrap tape upon itself, gradually building up tension until full tension of 500 ± 20 lbs. for 1 inch tape. Full banding tension should be built up within the fourth turn. After full tension has been attained, wrap tape uniformly across full width of the band. Keep height level. If surface of coils does not present an even surface, start banding in low area and level surface as tape is being applied. This will prevent overloading and breaking outside strands of tape. Wrap tape at moderate, even speed at 28 to 40 feet per minute. Both bands are to be below outside diameter of armature core. Tape shall not show signs of fraying or splitting while being wound on armature. To terminate banding, tack down the last layer of banding tape with a soldering or sealing iron. This will prevent

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relaxation of tension thus assuring maximum retained tension throughout the entire band. Before tying off or tacking down the finished glass band, the application tension should be dropped to zero over 2 to 3 turns to provide the stress relief so the band does not snap back when cut. Cover band with non-adhesive strip. Hold strip tight to glass band with a few turns of masking tape. The purpose is to smooth out excessive resin during curing.

15. Commutator End Band

Use a file to smooth the sharp edges of Mica "V" ring. Remove anyloose mica flakes from the surface of the "V" ring. Apply 1 layer ofGE 76870 or equal banding tape over mica, tucking it into spacebetween commutator bar end "V" ring. Apply 2 layers 1/2 lap Mylarshrink tape. Cure now or during subsequent operations as follows. Afinal epoxy silicone resin gel coat shall be applied after undercuttingand rotational seasoning.

16. Curing Armature

Place armature in curing oven within 15 minutes after completion ofbanding.

Cure time: 150°C (320°F) — 4 hours 135°C (275°F) — 6 hours

While rotor is in lathe for final commutator turning and undercutting, slightly bevel edge of O.D. of string-band with a file to remove any sharp edges produced by resin during curing cycle. Do not machine O.D. of bands. High bands are to be replaced. They should be at or below the O.D. of the core iron O.D.

17. Surge Test After Final Banding and Cure

Repeat Surge Test Procedure as outlined in "Surge Test Before TIGWelding," Para. 3.2.3.1.3.C.11.

18. Armature Vacuum Pressure Impregnation (VPI)

NOTE: It cannot be stressed too strongly that the temperature of thearmature and the temperature of the impregnated material are theprinciple factors that determine the quality of the finished armature.These factors must be controlled.

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A suitable impregnant shall be used in the presence of a dry surcharge to be applied. Masking compound to all machined surfaces and area not to be impregnated.

NOTE: Masking compound must be applied to all exposed shock mount rubber surfaces.

The application of impregnant shall take place promptly after banding curing cycle. The armature should be at 43°C–54°C (110°F–130°F), i.e. warm but not hot, to ensure good penetration and not cause thickening of the impregnant from overheating. Impregnant shall be applied by "VPI" method as follows:

a. Lower armature into processing tank.

b. Attach the recording thermocoupler to the armature.

c. Close vacuum pressure vessel. Begin to evacuate a dry vacuum of 5 millimeters of mercury for not less than 90 minutes. After dry vacuum, check armature temperature, it should be at least 38°C–40°C (100°F–120°F). If heat loss is less than 38°C (100°F), preheat to a higher temperature. This temperature range is necessary to have sufficient heat in armature to lower the viscosity of the impregnant so that sufficient wetting and fill is attainable.

d. While still under vacuum, the resin shall be introduced. Observe rise of resin in impregnation tank through sight glass in tank cover. When resin has risen above .25 inches of commutator risers, stop the resin flow.

e. Hold wet vacuum for one hour.

f. Close valve to vacuum source. Open pressure surcharge. When pressure has stabilized between 70 and 80 lbs. per square inch, hold for one hour with pressure on resin for "WET" pressure cycle.

g. Release Pressure. Return resin to storage tank. Allow armature to drain free of resin for ten to twenty minutes. Remove armature from tank.

h. Remove resin from shaft extension, balancing grooves and vertical risers.

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i. Place armature horizontally in a rotating armature fixture. Place rotating fixture in oven. Rotational speed to be 20 to 25 RPM. Bake time shall be eight (8) hours at 145°C ± 5°C.

19. Repeat VPI procedure, Para. 3.2.3.1.3.C.18.

3.2.3.2. Commutator (complete). Commutator shall be completely seasoned and spin-cycled in accordance with the latest specifications and practices of original equipment manufacturer. In addition, all commutators shall be spin seasoned on the armature after initial installation, commutator nut retightening, rewinding, and/or welding. (The stability of the commutator becomes questionable after rewind, retightening, and TIG welding.)

Spin seasoning shall be performed after balancing per Para. 3.2.4., Spin seasoning shall consist of the following cycle repeated three (3) times, with the armature in a spin seasoning stand and performed in its own bearings.

Heat the commutator to +165°C± 10°C (311 to 347°F) using gas fired heat directly on the commutator surface. The temperature controller shall be capable of holding the temperature within plus or minus 5°C. Attain a rotational speed of 6500± 50 RPM. Maintain temperature and speed for 30 minutes. Cool to +50°C (122°F) maximum while maintaining 6500 RPM.

Repeat the cycle for a total of three (3) cycles.

Profile the commutator next to the riser and on brush tracks. Be certain that the TIR does not exceed 0.0005 inch and bar-to-bar deflection is less than 0.0001 inch. If these limits are exceeded, true the commutator by diamond turning or grinding then repeat the entire spin seasoning process.

All new or refilled commutators shall be procured from the following sources only:

Calumet Armature & Electric Co. Kirkwood Commutator Corp. The Electric Materials Co. or SEPTA Rail Equipment Engineering approved equivalent

NOTE: The option of substituting a refilled commutator for new shall be SEPTA Rail Equipment Engineering's and the following criteria shall be met.

The commutator shell bore specification per O.E.M. nominal, ± 0.0005 inches. The TIR shall remain within this tolerance. No metalizing or sleeving of any kind is permitted. If the shell fails to meet these requirements and/or O.E.M. dimensions and tolerances, the shell shall be replaced with new and the old shell returned to SEPTA.

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Only shells that meet the dimensional requirements of a WE 1460-L commutator shall be refilled.

The copper segment material shall have a composition of 25 to 50 Troy ounces silver per ton copper. Rockwell hardness to be E89-E96.

3.2.3.2.1 Commutator Nut Tightening

Original, new, and refilled commutators must have the commutator "V" ring nut checked for tightness.

Procedure

a. Place armature in oven and heat long enough to reach 150°C (302°F).Measure temperature on commutator with surface pyrometer.

b. Place armature vertically on level press platform. Vertical position isimportant to obtain equal pressure on "V" ring and commutator segments.

c. Place tightening tools on commutator "V" ring.

d. Apply 35 tons hydraulic force to "V" ring.

e. Tighten commutator nut to 350 ft.-lbs. (±15 ft.-lbs.).

f. Check movement of nut using scribe index. If nut moves more than 0.625inches circumferentially, place armature back in oven and reheat unit until itreaches 150°C (302°F).

NOTE: If nut does not move, loosen nut to ensure it is not frozen (locked) inplace.

g. Remove armature from oven and repeat, tightening until nut moves lessthan 0.25 inches circumferentially.

h. After hot press, allow armature to cool until it reaches room temperature.(Check nut for tightness at 350 ft.-lbs., ±15 ft.-lbs.)

i. Weld nut to cap at spots 180° apart at dynamic balancing and after spinseasoning.

3.2.3.2.2 Commutator Turning, Resurfacing, and Undercutting

On new or refilled commutators installed on lathe centers, make a light machine cut to 7.44 +.0000 -.010 inch diameter having a finish of 32 RMS. Make chamfer cut on end of commutator bars having .03, ±.003 inch x 45". The total maximum indicated run-out of the commutator shall be .0005 inches TIR. Worn

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or damaged commutators shall be resurfaced by removing the minimum amount of copper for a smooth, parallel surface of 32 RMS finish and within .0005 inches TIR maximum and bar-to-bar variations of 0.0001 inch maximum. Commutator minimum diameter shall be per Section 2.0 of this specification. Clear cuttings away from armature, taking care that no cuttings enter armature windings. An approved undercutting machine is required. Record armature serial number, diameter of commutator, and undercut width.

An 0.047 wide square undercutter cutter, set to a depth of 0.062 inch shall be used. Do not chamfer bars. Bar edges may be dragged to provide a slight radius having no burrs or sharp edges. No side mica is allowed. Do not remove more than .002 inch from copper bar sides. Record armature serial number, diameter of commutator, and undercut width.

3.2.3.2.3 Commutator Gel Coat End Band Final Finish

Application of epoxy gel finish coat procedure for new or refilled commutators and commutators not replace. A smooth final epoxy gel coat shall be applied according to the following procedure:

Rotate armature slowly, approximately 10 to 15 RPM and apply coat of epoxy silicone resin, NEC 02-000-440-07, Sterling U958/C12, or equal. Pour and spread with a wooden paddle over glass tape.

Add epoxy as required to cover glass band and seal edges of commutator bars at and slightly below mica bar level. Do not use excess to fill up ends of commutator bar slots (excessive epoxy in bar slot must be removed when cured). Epoxy seal edge of mica "V" cup to steel "V" ring approximately 1/16 inch below I.D. edge of mica on O.D. of steel "V" ring. Continue to rotate armature slowly until epoxy gel coat is cured to a smooth and shiny surface at ambient temperature without air bubbles.

3.2.3.3 Armature Laminations (Punchings)

3.2.3.3.1 Main

Cores shall be examined for lamination damage. Fused laminations shall be separated either by grinding or filing. Bent laminations shall be realigned.

NOTE: All cores must be core loss tested.

Test results shall be submitted to SEPTA for approval prior to replacement or acceptance.

Core loss testing shall be performed as follows:

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a. Check core laminations for hot spots. Solidly bolt one (1) electrode on each endof core. Apply the proper current as calculated for the area of the core back iron,volts per turn and ampere turns. Hold for one-quarter hour. Check laminationsurface for hot spots. Hot spot temperature should not be more than 10°C (18°F)above average lamination temperature in 1/2 hour. If hot spots cannot be cleanedby tapping with a rubber or leather mallet, armature shall be restacked with newlaminations. New laminations shall be per AISI M19 with a C5 core plating(insulation). (Refer to SEPTA Drawing No. C-2252, latest revision.)

b. With the proper current applied, measure and compute the cores power factor(pf) [pf = watts/volts x amperes] which shall be 0.2 to 0.7.

Measure and compute the cores watts per pound which shall be 10 maximum.

If the above requirements cannot be met, the core shall be restacked with newlaminations.

The Lexseco, Inc. Model 1081 core loss tester is an approved type of core losstest equipment. Core loss test equipment of different design can be used ifapproved by SEPTA Engineering.

3.2.3.3.2 Ends

Replace if irreparable.

3.2.3.4 Coil Supports

3.2.3.4.1 Pinion End — Replace if irreparable.

3.2.3.4.2 Commutator End — Replace if irreparable.

3.2.3.5 Shaft

Replace if conditions of Para. 3.1.3.2.C cannot be met.

3.2.4. Dynamic Balance

3.2.4.1 When all operations are completed, the armature shall be dynamically balanced. Static balancing shall not be acceptable.

3.2.4.2 Run the armature in its own journals. Maximum permissible unbalance at each end shall not exceed one (1) inch-ounce or two (2) grams or 0.0005 inch displacement on each end. Follow balance machine manufacturer’s recommended procedures.

3.2.4.3. Balance the commutator end first, then the coupling end. After the balance weight has been applied, recheck the balance.

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3.2.4.4. Corrections for unbalance may be made by the addition of metal by welding. The use of balancing putty shall only be used for fine tuning and shall be placed on an underside surface that will not be adversely affected by extremely high ‘G’ forces (centrifugal force). Under no condition shall balancing material obstruct cooling ventilation channels or the air gap between pole pieces and the armature core surface.

3.3 Final Test — Record all data.

3.3.1 Electrical Criteria and Tests

3.3.1.1 Test for insulation resistance, 500 megohms minimum, with 1000 VDC on the following:

a. Armature to ground.

3.3.1.2 HiPot test with 2500 VAC @ 60 Hz. for one (1) minute on items 3.3.1.1.a. No breakdown shall occur.

NOTE: AC Hipot shall be performed only on new material.

3.3.1.3 Perform a DC Hipot test at 2500 VDC with maximum leakage to ground of 10 microamps.

3.3.1.4 Resistance — measure resistance at 25°C (77°F).

a. Armature — 0.0162 min., 0.0180 max.

3.3.1.5 Test as required to assure compliance to all paragraphs of this specification and functional operation.

3.3.1.6 Record all test data and send one copy with the motor and one copy to SEPTA Rail Equipment Engineering.

4.0 INSTRUCTIONS TO BIDDERS The bidder shall review these specifications and immediately, clearly, and fully communicate to SEPTA all exceptions, significant deviations, conflict of information, and questions; and may submit alternates, in writing, for consideration prior to submitting a bid. Unless amended in writing by SEPTA these specifications shall remain in full force for the duration of the contract. In order to obtain a qualified and qualitative response from bidders, it is strongly requested that bidders reply categorically to the specifications. Brochures will not be accepted as a substitute for a completed response to the specifications. (Brochures may be submitted only as supplementary reference bid material.)

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5.0 PROPOSAL SUBMISSION A proposal shall be furnished which will demonstrate to the satisfaction of SEPTA that the bidder is capable of meeting the intent of this Specification. This proposal shall provide detailed manufacturing process instructions that relate to each of the operations outlined in this Specification.

6.0 WORKMANSHIP — Refer to Contract Documents.

7.0 REPAIR PARTS AND SERVICE — Not applicable.

8.0 WARRANTY — Refer to Contract Documents.

9.0 GENERAL

9.1 Painting (exterior surfaces only) Equipment shall be cleaned, treated, and painted in accordance with the highest applicable industry standards and practices.

9.2 Safety The bidder furnished equipment shall present no hazard or detrimental effect to SEPTA personnel, equipment, or property; or to bystanders equipment or property lest liability claims be invoked consistent with the Contract Documents.

9.3 Documentation The bidder shall maintain complete and current records, data, inspection, quality control, test reports, and drawings. These shall be available to SEPTA upon request. Data/Inspection Sheets shall be approved by SEPTA Rail Equipment Engineering prior to start of work. Successful bidders' Quality Assurance Program shall be submitted for approval.

9.4 Parts and Package Identification Not applicable.

9.5 Materials and Processes All materials used for the overhaul and repair of each item of apparatus shall be O.E.M. or as permitted under this Specification.

10.0 INSPECTION

10.1 Equipment Inspection SEPTA will inspect prior to shipment and, as required, monitor workmanship, quality control, inspection, and testing at the subcontractor’s location.

Inspection and testing shall demonstrate compliance of the equipment under these specifications. SEPTA may elect to waive preshipment inspection and inspect at receiving.

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Any rework necessitated by unsatisfactory results shall be the sole responsibility of the subcontractor. The subcontractor shall be responsible for his suppliers and their products as well as his in-house services.

SEPTA inspection shall not necessarily constitute acceptance nor shall it in any way replace subcontractor inspection or otherwise relieve the subcontractor of his responsibility to furnish an acceptable end item.

10.2 Facilities Inspection The Authority shall have the right to inspect Contractor's facilities prior to award of contract to insure that all equipment necessary to comply with specifications is available and operable.

The Authority shall have the right to inspect repair facilities at any time, and without prior notice, during Contractor's normal business hours, for the duration of the contract.

SEPTA reserves the right it inspect any or all materials, parts, processes, equipment, and workmanship employed in the work.

10.3 Replaced Material/Parts All replaced material and/or parts including scrap metal shall be returned to SEPTA with identification of unit (including type and serial number) that it was removed from.

11.0 OPTIONS Not applicable.

12.0 DELIVERY Refer to Contract Documents.

13.0 SHIPPING Refer to Contract Documents.

14.0 TRAINING Not applicable.

15.0 PARTS AND INSTRUCTION BOOKS Not applicable.

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Technical Services Contract 83 0716

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DO NOT SCALE THIS DRAWING
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ALL DIMENSIONS ARE:
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INCHES
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MILLIMETERS
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OTHER
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TOLERANCES UNLESS
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OTHERWISE SPECIFIED
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FRACTIONAL
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ANGULAR
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MATERIALS
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QUALITY
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PROJECT ENGR
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STANDARDS MANAGER
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DATE
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Southeastern Pennsylvania Transportation Authority
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INTEGRATED LOGISTIC SUPPORT DEPARTMENT
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TITLE
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SIZE
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SCALE
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DWG. NO.
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REV.
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SPEC. NO.
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SHEET NO.
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1
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1
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1/64
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.005
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1%%d
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A
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S-2557
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Light Rail Vehicles
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1460-L TRACTION MOTOR
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A-2878
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ARMATURE
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SLOT WEDGES
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R.DellaPenna
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APR
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26
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.062
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8.250
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R .030
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60%%D
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SAND BOTTOM OF WEDGE AS REQUIRED
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ROUND OFF
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CORNER
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2 X
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8.250 X .406 OF .125 THK. EPOXY GLASS
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2 : 1
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+.000
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-.032
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%%UNOTE:
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THIS IS "ITEM 11" OF DWG. C-2877.
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C-2877
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H.Tyler
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MAY
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9
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'91
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MAY
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R.B.Black
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Technical Services Contract 84 0716

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DO NOT SCALE THIS DRAWING
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ALL DIMENSIONS ARE:
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MILLIMETERS
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OTHER
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TOLERANCES UNLESS
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DATE
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Southeastern Pennsylvania Transportation Authority
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RAIL EQUIPMENT ENGINEERING & SHOPS DEPT.
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
SPEC. NO.
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SHEET NO.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
X
AutoCAD SHX Text
1/64
AutoCAD SHX Text
.02
AutoCAD SHX Text
.005
AutoCAD SHX Text
1%%d
AutoCAD SHX Text
OF
AutoCAD SHX Text
A
AutoCAD SHX Text
S-2557
AutoCAD SHX Text
K.H.I. L.R.V. CARS
AutoCAD SHX Text
1460-L TRACTION MOTOR
AutoCAD SHX Text
A-2880
AutoCAD SHX Text
COMMUTATOR
AutoCAD SHX Text
NECK FILLERS
AutoCAD SHX Text
R.DellaPenna
AutoCAD SHX Text
MAY
AutoCAD SHX Text
3
AutoCAD SHX Text
'91
AutoCAD SHX Text
4 : 1
AutoCAD SHX Text
.656
AutoCAD SHX Text
.015
AutoCAD SHX Text
+.010
AutoCAD SHX Text
-.005
AutoCAD SHX Text
.047
AutoCAD SHX Text
TOOL RADIUS
AutoCAD SHX Text
R .062 MAX.
AutoCAD SHX Text
ITEM 8 - .115
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ITEM 9 - .225
AutoCAD SHX Text
ITEM 10 - .335
AutoCAD SHX Text
C-2877
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%%UNOTES%%U:
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1. MATERIAL- COPPER
AutoCAD SHX Text
2. THIS IS ITEMS 8, 9 AND 10 OF
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SEPTA DWG. C-2877.
AutoCAD SHX Text
SEPTA DWG. C-2877.
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2. THIS IS ITEM 49 OF
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1. MATERIAL- COPPER
AutoCAD SHX Text
%%UNOTES%%U:
AutoCAD SHX Text
(.73)
AutoCAD SHX Text
.051
AutoCAD SHX Text
2 x .015
AutoCAD SHX Text
+.010
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-.005
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20.00%%d
AutoCAD SHX Text
.59
AutoCAD SHX Text
2 x .047
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R .062 MAX. TOOL
AutoCAD SHX Text
.32
AutoCAD SHX Text
(24%%D)
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
49
AutoCAD SHX Text
'91
AutoCAD SHX Text
9
AutoCAD SHX Text
MAY
AutoCAD SHX Text
H.Tyler
AutoCAD SHX Text
'91
AutoCAD SHX Text
9
AutoCAD SHX Text
MAY
AutoCAD SHX Text
H.Tyler
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R.B.Black
AutoCAD SHX Text
MAY
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18,'94
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RD
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REVERSED THICKNESS OF ITEMS 8 & 10 PER ECN #3198
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HT
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HT
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A
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REVISION LOG
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REV
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DATE
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AP'D
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CK'D
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BY
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DESCRIPTION
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Technical Services Contract 85 0716

AutoCAD SHX Text
DO NOT SCALE THIS DRAWING
AutoCAD SHX Text
ALL DIMENSIONS ARE:
AutoCAD SHX Text
INCHES
AutoCAD SHX Text
MILLIMETERS
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
TOLERANCES UNLESS
AutoCAD SHX Text
OTHERWISE SPECIFIED
AutoCAD SHX Text
FRACTIONAL
AutoCAD SHX Text
ANGULAR
AutoCAD SHX Text
.XX
AutoCAD SHX Text
.XXX
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
NEXT ASSEMBLY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
MATERIALS
AutoCAD SHX Text
QUALITY
AutoCAD SHX Text
PROJECT ENGR
AutoCAD SHX Text
STANDARDS MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Southeastern Pennsylvania Transportation Authority
AutoCAD SHX Text
INTEGRATED LOGISTIC SUPPORT DEPARTMENT
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
SPEC. NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
X
AutoCAD SHX Text
1/64
AutoCAD SHX Text
.02
AutoCAD SHX Text
.005
AutoCAD SHX Text
1%%d
AutoCAD SHX Text
OF
AutoCAD SHX Text
A
AutoCAD SHX Text
S-2557
AutoCAD SHX Text
Light Rail Vehicles
AutoCAD SHX Text
1460-L TRACTION MOTOR
AutoCAD SHX Text
A-2882
AutoCAD SHX Text
ARMATURE
AutoCAD SHX Text
FILLING PIECES
AutoCAD SHX Text
R.DellaPenna
AutoCAD SHX Text
APR
AutoCAD SHX Text
26
AutoCAD SHX Text
'91
AutoCAD SHX Text
2 : 1
AutoCAD SHX Text
ITEM #12- 2.75
AutoCAD SHX Text
.34
AutoCAD SHX Text
+.00
AutoCAD SHX Text
-.03
AutoCAD SHX Text
R 6.25
AutoCAD SHX Text
R 6.25
AutoCAD SHX Text
C-2877
AutoCAD SHX Text
ITEM #50- 1.33
AutoCAD SHX Text
%%UNOTES%%U:
AutoCAD SHX Text
1. MATERIAL- .030 INCH THICK NOMEX 410
AutoCAD SHX Text
2. THIS IS ITEM 12 AND ITEM 50 OF SEPTA DWG. C-2877.
AutoCAD SHX Text
'91
AutoCAD SHX Text
9
AutoCAD SHX Text
MAY
AutoCAD SHX Text
H.Tyler
AutoCAD SHX Text
'91
AutoCAD SHX Text
9
AutoCAD SHX Text
MAY
AutoCAD SHX Text
H.Tyler
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Technical Services Contract 86 0716

AutoCAD SHX Text
DO NOT SCALE THIS DRAWING
AutoCAD SHX Text
ALL DIMENSIONS ARE:
AutoCAD SHX Text
INCHES
AutoCAD SHX Text
MILLIMETERS
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
TOLERANCES UNLESS
AutoCAD SHX Text
OTHERWISE SPECIFIED
AutoCAD SHX Text
FRACTIONAL
AutoCAD SHX Text
ANGULAR
AutoCAD SHX Text
.XX
AutoCAD SHX Text
.XXX
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
NEXT ASSEMBLY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
MATERIALS
AutoCAD SHX Text
QUALITY
AutoCAD SHX Text
PROJECT ENGR
AutoCAD SHX Text
STANDARDS MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Southeastern Pennsylvania Transportation Authority
AutoCAD SHX Text
RAIL EQUIPMENT ENGINEERING & SHOPS DEPT.
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
SPEC. NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
X
AutoCAD SHX Text
1/64
AutoCAD SHX Text
.02
AutoCAD SHX Text
.002
AutoCAD SHX Text
1%%d
AutoCAD SHX Text
OF
AutoCAD SHX Text
B
AutoCAD SHX Text
S-2861
AutoCAD SHX Text
AUG
AutoCAD SHX Text
23
AutoCAD SHX Text
'93
AutoCAD SHX Text
L.R.V. CARS
AutoCAD SHX Text
R.DellaPenna
AutoCAD SHX Text
B-3583
AutoCAD SHX Text
W-1460 L
AutoCAD SHX Text
1 : 2
AutoCAD SHX Text
ASSEMBLY
AutoCAD SHX Text
.0005
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
.XXXX
AutoCAD SHX Text
TRACTION MOTOR
AutoCAD SHX Text
%%c9.59%%p.040
AutoCAD SHX Text
%%c9.750
AutoCAD SHX Text
%%c6.52
AutoCAD SHX Text
CORE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
QTY
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
MATERIAL LIST
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1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
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4
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5
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6
AutoCAD SHX Text
7
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SHAFT
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REAR COIL SUPPORT
AutoCAD SHX Text
END PLATE
AutoCAD SHX Text
PUNCHING
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FRONT COIL SUPPORT
AutoCAD SHX Text
COMMUTATOR ASSEMBLY
AutoCAD SHX Text
ALTERNATE FRONT COIL SUPPORT
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
430
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
%%c7.40%%p.040
AutoCAD SHX Text
(2.500)
AutoCAD SHX Text
4.188%%p.010
AutoCAD SHX Text
(6.109)
AutoCAD SHX Text
.594%%p.010
AutoCAD SHX Text
(2.437)
AutoCAD SHX Text
1.625
AutoCAD SHX Text
+.060
AutoCAD SHX Text
-.040
AutoCAD SHX Text
SHIM AS REQ'D TO
AutoCAD SHX Text
MAINTAIN THIS DIM.
AutoCAD SHX Text
3.344
AutoCAD SHX Text
+.020
AutoCAD SHX Text
-.010
AutoCAD SHX Text
.250%%p.02
AutoCAD SHX Text
0.240
AutoCAD SHX Text
(7.75)
AutoCAD SHX Text
0.240
AutoCAD SHX Text
(6.500%%p.020)
AutoCAD SHX Text
%%c7.31%%p.03
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 7
AutoCAD SHX Text
6
AutoCAD SHX Text
(23.7)
AutoCAD SHX Text
DWG NO
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C-2885
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D-2535
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B-3587
AutoCAD SHX Text
C-2252
AutoCAD SHX Text
B-3586
AutoCAD SHX Text
B-3584
AutoCAD SHX Text
B-3585
AutoCAD SHX Text
H.B.Bergman
AutoCAD SHX Text
AUG
AutoCAD SHX Text
23
AutoCAD SHX Text
'93
AutoCAD SHX Text
H.Tyler
AutoCAD SHX Text
SEPT
AutoCAD SHX Text
16
AutoCAD SHX Text
'93
AutoCAD SHX Text
R.B.Black
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Technical Services Contract 87 0716

AutoCAD SHX Text
DO NOT SCALE THIS DRAWING
AutoCAD SHX Text
ALL DIMENSIONS ARE:
AutoCAD SHX Text
INCHES
AutoCAD SHX Text
MILLIMETERS
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
TOLERANCES UNLESS
AutoCAD SHX Text
OTHERWISE SPECIFIED
AutoCAD SHX Text
FRACTIONAL
AutoCAD SHX Text
ANGULAR
AutoCAD SHX Text
.XX
AutoCAD SHX Text
.XXX
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
NEXT ASSEMBLY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
MATERIALS
AutoCAD SHX Text
QUALITY
AutoCAD SHX Text
PROJECT ENGR
AutoCAD SHX Text
STANDARDS MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Southeastern Pennsylvania Transportation Authority
AutoCAD SHX Text
RAIL EQUIPMENT ENGINEERING & SHOPS DEPT.
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
SPEC. NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
X
AutoCAD SHX Text
1/64
AutoCAD SHX Text
.02
AutoCAD SHX Text
.005
AutoCAD SHX Text
1%%d
AutoCAD SHX Text
OF
AutoCAD SHX Text
B
AutoCAD SHX Text
S-2863
AutoCAD SHX Text
JUNE
AutoCAD SHX Text
24
AutoCAD SHX Text
'93
AutoCAD SHX Text
LIGHT RAIL VEHICLES
AutoCAD SHX Text
R.DellaPenna
AutoCAD SHX Text
B-3584
AutoCAD SHX Text
ASSEMBLY
AutoCAD SHX Text
W-1460 L
AutoCAD SHX Text
NONE
AutoCAD SHX Text
COMMUTATOR
AutoCAD SHX Text
%%c2.986
AutoCAD SHX Text
-.000
AutoCAD SHX Text
+.001
AutoCAD SHX Text
FINISH BORE
AutoCAD SHX Text
.036 INDIA MICA
AutoCAD SHX Text
%%uALKYD VINYL BONDED
AutoCAD SHX Text
TRACTION MOTOR
AutoCAD SHX Text
AFTER ASSEMBLY
AutoCAD SHX Text
6.719%%P.010
AutoCAD SHX Text
4.188%%P.010
AutoCAD SHX Text
1.531%%P.010
AutoCAD SHX Text
1.00%%P.010
AutoCAD SHX Text
.656%%P.010 ROUGH
AutoCAD SHX Text
.594%%P.010 FINISH
AutoCAD SHX Text
.063 MICA %%uEXT. ROUGH
AutoCAD SHX Text
0.25
AutoCAD SHX Text
R .13
AutoCAD SHX Text
USE 4.500 DIA. CUTTER
AutoCAD SHX Text
SLOT- .054 W.
AutoCAD SHX Text
+.003
AutoCAD SHX Text
-.000
AutoCAD SHX Text
1.375
AutoCAD SHX Text
+.016
AutoCAD SHX Text
-.000
AutoCAD SHX Text
1.125
AutoCAD SHX Text
+.016
AutoCAD SHX Text
-.000
AutoCAD SHX Text
%%u%%c9.63 ROUGH
AutoCAD SHX Text
%%u%%c9.59 FINISH
AutoCAD SHX Text
.109%%p.010 MICA EXT.
AutoCAD SHX Text
BAR WITHIN .013
AutoCAD SHX Text
OF SLOT ON OF
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
15%%d
AutoCAD SHX Text
%%c3.125
AutoCAD SHX Text
0.051
AutoCAD SHX Text
SILASTIC SEAL; BOTH ENDS
AutoCAD SHX Text
%%c2.875
AutoCAD SHX Text
%%c3.625
AutoCAD SHX Text
%%c4.340
AutoCAD SHX Text
%%c7.440%%p.040
AutoCAD SHX Text
%%uFINISH
AutoCAD SHX Text
%%uROUGH
AutoCAD SHX Text
%%c7.500%%p.040
AutoCAD SHX Text
%%uNOTES
AutoCAD SHX Text
CU. SIZE: .1629 X .0441 X 2.875 W.
AutoCAD SHX Text
25 OZ. MIN. AG/TON
AutoCAD SHX Text
MAX. SKEW ~.020
AutoCAD SHX Text
%%u152 DIV.
AutoCAD SHX Text
%%u1 PC. BAR
AutoCAD SHX Text
4.750%%p.010 FINISH BORE
AutoCAD SHX Text
0.19
AutoCAD SHX Text
8-THD PER INCH-CLASS 3
AutoCAD SHX Text
8-THD PER INCH-CLASS 2
AutoCAD SHX Text
H.B.Bergman
AutoCAD SHX Text
AUG
AutoCAD SHX Text
17
AutoCAD SHX Text
'93
AutoCAD SHX Text
H.Tyler
AutoCAD SHX Text
AUG
AutoCAD SHX Text
17
AutoCAD SHX Text
'93
AutoCAD SHX Text
R.B.Black
AutoCAD SHX Text
0.18
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Technical Services Contract 88 0716

AutoCAD SHX Text
DO NOT SCALE THIS DRAWING
AutoCAD SHX Text
ALL DIMENSIONS ARE:
AutoCAD SHX Text
INCHES
AutoCAD SHX Text
MILLIMETERS
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
TOLERANCES UNLESS
AutoCAD SHX Text
OTHERWISE SPECIFIED
AutoCAD SHX Text
FRACTIONAL
AutoCAD SHX Text
ANGULAR
AutoCAD SHX Text
.XX
AutoCAD SHX Text
.XXX
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
NEXT ASSEMBLY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
MATERIALS
AutoCAD SHX Text
QUALITY
AutoCAD SHX Text
PROJECT ENGR
AutoCAD SHX Text
STANDARDS MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Southeastern Pennsylvania Transportation Authority
AutoCAD SHX Text
RAIL EQUIPMENT ENGINEERING & SHOPS DEPT.
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
SPEC. NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
X
AutoCAD SHX Text
1/64
AutoCAD SHX Text
.015
AutoCAD SHX Text
.005
AutoCAD SHX Text
1%%d
AutoCAD SHX Text
OF
AutoCAD SHX Text
B
AutoCAD SHX Text
S-2865
AutoCAD SHX Text
JUNE
AutoCAD SHX Text
24
AutoCAD SHX Text
'93
AutoCAD SHX Text
LIGHT RAIL VEHICLES
AutoCAD SHX Text
R.DellaPenna
AutoCAD SHX Text
B-3586
AutoCAD SHX Text
SUPPORT
AutoCAD SHX Text
W-1460 L
AutoCAD SHX Text
1 : 1
AutoCAD SHX Text
FRONT COIL
AutoCAD SHX Text
TRACTION MOTOR
AutoCAD SHX Text
%%uNOTES
AutoCAD SHX Text
%%c5.250
AutoCAD SHX Text
%%c3.125%%p.001
AutoCAD SHX Text
.030
AutoCAD SHX Text
.025
AutoCAD SHX Text
1.475
AutoCAD SHX Text
MAT'L- ALUMINUM ALLOY 6061-T6 OR T651 (OR EQUAL)
AutoCAD SHX Text
BREAK ALL SHARP EDGES
AutoCAD SHX Text
.720
AutoCAD SHX Text
.700
AutoCAD SHX Text
12 X R .25
AutoCAD SHX Text
6 X 60%%d
AutoCAD SHX Text
%%c6.675
AutoCAD SHX Text
%%c5.35
AutoCAD SHX Text
H.B.Bergman
AutoCAD SHX Text
AUG
AutoCAD SHX Text
17
AutoCAD SHX Text
'93
AutoCAD SHX Text
H.Tyler
AutoCAD SHX Text
AUG
AutoCAD SHX Text
17
AutoCAD SHX Text
'93
AutoCAD SHX Text
R.B.Black
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Technical Services Contract 89 0716

AutoCAD SHX Text
DO NOT SCALE THIS DRAWING
AutoCAD SHX Text
ALL DIMENSIONS ARE:
AutoCAD SHX Text
INCHES
AutoCAD SHX Text
MILLIMETERS
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
TOLERANCES UNLESS
AutoCAD SHX Text
OTHERWISE SPECIFIED
AutoCAD SHX Text
FRACTIONAL
AutoCAD SHX Text
ANGULAR
AutoCAD SHX Text
.XX
AutoCAD SHX Text
.XXX
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
NEXT ASSEMBLY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
MATERIALS
AutoCAD SHX Text
QUALITY
AutoCAD SHX Text
PROJECT ENGR
AutoCAD SHX Text
STANDARDS MANAGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Southeastern Pennsylvania Transportation Authority
AutoCAD SHX Text
RAIL EQUIPMENT ENGINEERING & SHOPS DEPT.
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
REV.
AutoCAD SHX Text
SPEC. NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
X
AutoCAD SHX Text
1/64
AutoCAD SHX Text
.015
AutoCAD SHX Text
.002
AutoCAD SHX Text
.5%%d
AutoCAD SHX Text
OF
AutoCAD SHX Text
B
AutoCAD SHX Text
S-2866
AutoCAD SHX Text
JUNE
AutoCAD SHX Text
28
AutoCAD SHX Text
'93
AutoCAD SHX Text
LIGHT RAIL VEHICLES
AutoCAD SHX Text
R.DellaPenna
AutoCAD SHX Text
B-3587
AutoCAD SHX Text
ENDPLATE
AutoCAD SHX Text
W-1460 L
AutoCAD SHX Text
3 : 4
AutoCAD SHX Text
LAMINATION
AutoCAD SHX Text
TRACTION MOTOR
AutoCAD SHX Text
1. %%uMATERIAL%%u: 16 GAGE .060 THICK C.R.S.; 4 LAMINATIONS PER ENDPLATE
AutoCAD SHX Text
2. %%uFINISH%%u: MAX. BURR 10% OF THICKNESS
AutoCAD SHX Text
%%uNOTES
AutoCAD SHX Text
%%c9.750
AutoCAD SHX Text
%%c3.1275
AutoCAD SHX Text
+.0005
AutoCAD SHX Text
-.0000
AutoCAD SHX Text
%%uTYPICAL SLOT DETAIL
AutoCAD SHX Text
3. %%uFLATNESS%%u: < .060"
AutoCAD SHX Text
(38 X 9.47%%d)
AutoCAD SHX Text
H.B.Bergman
AutoCAD SHX Text
AUG
AutoCAD SHX Text
17
AutoCAD SHX Text
'93
AutoCAD SHX Text
H.Tyler
AutoCAD SHX Text
AUG
AutoCAD SHX Text
17
AutoCAD SHX Text
'93
AutoCAD SHX Text
(9.47368%%d)
AutoCAD SHX Text
(%%c7.408)
AutoCAD SHX Text
KEYWAY WITHIN .002
AutoCAD SHX Text
BE ON CENTERLINE OF
AutoCAD SHX Text
CENTERLINE OF SLOT MUST
AutoCAD SHX Text
38 SLOTS, EQUALLY SPACED;
AutoCAD SHX Text
%%uKEYWAY DETAIL
AutoCAD SHX Text
.377
AutoCAD SHX Text
+.001
AutoCAD SHX Text
-.000
AutoCAD SHX Text
.156
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
R .031
AutoCAD SHX Text
.188
AutoCAD SHX Text
.094
AutoCAD SHX Text
SCALE 4 : 1
AutoCAD SHX Text
4 X
AutoCAD SHX Text
2 X R .015
AutoCAD SHX Text
DIE MARKER
AutoCAD SHX Text
R .062
AutoCAD SHX Text
ON A 9.750 DIA.
AutoCAD SHX Text
3.1658 CHORD
AutoCAD SHX Text
(REF.)
AutoCAD SHX Text
-.005
AutoCAD SHX Text
+.000
AutoCAD SHX Text
.80515 CHORD ON A 9.750 DIA. (REF.)
AutoCAD SHX Text
SEE KEYWAY DETAIL
AutoCAD SHX Text
.328%%p.003
AutoCAD SHX Text
R .031
AutoCAD SHX Text
.308%%p.001
AutoCAD SHX Text
1.171%%p.002
AutoCAD SHX Text
2 X
AutoCAD SHX Text
.124
AutoCAD SHX Text
R .025
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R .030
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60%%d
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SEE DETAIL
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R.B.Black
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Technical Services Contract 90 0716

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DO NOT SCALE THIS DRAWING
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ALL DIMENSIONS ARE:
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INCHES
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MILLIMETERS
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OTHER
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TOLERANCES UNLESS
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OTHERWISE SPECIFIED
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FRACTIONAL
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ANGULAR
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.XX
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.XXX
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+
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-
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+
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-
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+
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-
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+
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-
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NEXT ASSEMBLY
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RE-DRAWN BY
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CHECKED BY
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MATERIALS
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QUALITY
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PROJECT ENGR
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STANDARDS MANAGER
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DATE
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Southeastern Pennsylvania Transportation Authority
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RAIL EQUIPMENT ENGINEERING & SHOPS DEPT.
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TITLE
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SIZE
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SCALE
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DWG. NO.
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REV.
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SPEC. NO.
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SHEET NO.
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1
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1
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X
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1/64
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.01
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.003
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1/2%%d
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OF
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C
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S-1835
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FEB
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2
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'95
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R.DellaPenna
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C-2252
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LAMINATION
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1460L TRACTION MOTOR
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K.H.I. LRV STREET CARS
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1 : 1
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H.B.Bergman
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DEC
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11
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'87
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H.Tyler
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DEC
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11
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'87
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H.T. for E.F.
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DEC
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11
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'87
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H.Tyler
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DEC
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11
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'87
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R.B.Black
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D
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A
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REVISION LOG
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REV
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DATE
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AP'D
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CK'D
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BY
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DESCRIPTION
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REVISED NOTE 2, WAS 500 MINIMUM.
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RD
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HT
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HT
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3/4/88
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B
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5/10/88
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ADDED "BURR HEIGHT REQUIREMENT" TO NOTE 4
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RD
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HT
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HT
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C
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4/7/93
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REVISED PER ECN #2671
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HBB
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HT
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HT
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D
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2/2/95
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REDRAWN PER H.Tyler USING WEST. O.E.M. DWG.
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RD
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.018 THK. MATERIAL SHOULD BE 350 MINIMUM.
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1) %%uMATERIAL:%%u FLAT ROLLED ELECTRICAL STEEL- .018 THK.
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5) BREAK ALL SHARP EDGES. MAXIMUM BURR HEIGHT- 5% OF LAMINATION THICKNESS
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8) TWO COMPLETE PROTOTYPES REQUIRED, UNLESS OTHERWISE DIRECTED.
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BLOCK, INCLUDING MFR'S NAME & SEPTA C. & L. NO.
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WITH IDENTIFICATION ON CARTON EXTERIOR AS PER DRAWING TITLE
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7) PACK NO MORE THAN 20 LAMINATIONS IN A SUITABLE SHIPPING CARTON
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C. & L. NO., & DATE OF MFR.
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6) AT THIS LOCATION, PERMANENTLY MARK MFR'S NAME OR LOGO,
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OR A TOTAL OF .00044 IN.
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COATING THICKNESS SHALL NOT EXCEED .00022 IN. PER SIDE
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ARE 1000 OHMS/SQ. CM. PER LAMINATION AFTER COATING IS APPLIED.
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4) VENDOR MUST CERTIFY THAT 90% OF INTER-LAMINAR RESISTANCE TESTS
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A.C. MAG. PERMEABILITY @ 25%%dC & 16 KILOGAUSS OF
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3) FOR FULLY PROCESSED, AS SHEARED, 50-50 SPECIMENS,
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MAX. CORE LOSS = 2.08 WATTS PER POUND.
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FOR .018 THK. MATERIAL @ 25%%dC & 15 KILOGAUSS & 60 HZ.
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SHOULD BE NO GREATER THAN THE FOLLOWING:
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MAX. CORE LOSSES DETERMINED ACCORDING TO ASTM A34 & A343,
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2) FOR FULLY PROCESSED, AS SHEARED, 50-50 SPECIMENS,
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SURFACE INSULATION.
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TYPE 64F208 AISI M19 WITH AISI C-5
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NON-ORIENTED FULLY PROCESSED PER ASTM A677
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%%uNOTES
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ARMATURE CORE
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.328%%p.003
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.230%%p.001
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.049%%p.001
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1.131
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+.005
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-.000
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2 X R .031
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%%uSLOT DETAIL
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60%%d
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30%%d
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R .025
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.124
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R .030
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R .030
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%%uKEYWAY DETAIL
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.377
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+.001
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-.000
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.156
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C
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L
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.094
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.188
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4 X R .031
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2 X R .015
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R .062
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(9.474%%d)
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38 SLOTS
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A
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%%c.004
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%%c3.127
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-.000
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+.001
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%%c9.750
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+.005
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-.000
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-A-
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SEE NOTE 6
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(3.1658 CHORD ON THE 9.750 DIA.)
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(.80515 CHORD ON THE 9.750 DIA.)
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10%%d
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LINE OF DIE
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DIE MARKER
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HT
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HT
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Technical Services Contract 91 0716

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DO NOT SCALE THIS DRAWING
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ALL DIMENSIONS ARE:
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INCHES
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MILLIMETERS
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OTHER
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TOLERANCES UNLESS
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OTHERWISE SPECIFIED
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FRACTIONAL
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ANGULAR
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.XX
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.XXX
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+
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-
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+
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-
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+
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-
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+
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-
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NEXT ASSEMBLY
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DRAWN BY
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CHECKED BY
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MATERIALS
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QUALITY
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PROJECT ENGR
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STANDARDS MANAGER
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DATE
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Southeastern Pennsylvania Transportation Authority
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INTEGRATED LOGISTIC SUPPORT DEPARTMENT
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TITLE
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SIZE
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SCALE
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DWG. NO.
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REV.
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SPEC. NO.
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SHEET NO.
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1
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3
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X
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1/64
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.02
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.005
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1%%d
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OF
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C
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DESCRIPTION
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SPECIFICATIONS
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ITEM
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MATERIAL LIST
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S-2557
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Light Rail Vehicles
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APR
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16
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'91
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R.DellaPenna
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C-2877
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1460-L TRACTION MOTOR
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ARMATURE
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ASSEMBLY
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R 95.50
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2.00%%P.06
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23.56%%P.06
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24.06%%P.06
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%%UITEM 36
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1 : 2
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HOLD WITH
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SPOT TAPE
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25
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37
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38
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39
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(MAKE SANDWICH OF ITEMS 37, 38,
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& 39 AS SHOWN BEFORE ASSEMBLY)
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%%UDETAIL C
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PINION
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END
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.25
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R .03
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7.06 DIA.
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+.02
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-.00
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MACHINE BEFORE T.I.G. WELDING
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%%UDETAIL A
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4B
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3T
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3B
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2T
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2B
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1T
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1B
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4T
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4
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3
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2
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1
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ONE DIRECTION AS SHOWN
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DURING WINDING, PLACE
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ITEMS 8, 9, 10, & 49 IN COMM.
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NECK WITH SWAGE FACING
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%%UVIEW B
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APPLICATION OF COPPER FILLERS
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(.225)
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9
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(.115)
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8
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(.06)
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49
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9
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(.115)
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8
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(.225)
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9
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(.335)
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10
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(.06)
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49
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STARTING COILS
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BOTTOM LEADS OF
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WHEN WINDING,
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ALTERNATE
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ITEMS 2 & 3
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START WITH ANY
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BAR AS BAR #1,
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AND CONNECT BARS
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AS FOLLOWS:
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1-77
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3-79
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5-81
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7-83
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9-85
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11-87
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13-89
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15-91
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17-93
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19-95
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21-97
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23-99
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25-101
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27-103
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29-105
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31-107
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33-109
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35-111
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37-113
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39-115
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41-117
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43-119
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45-121
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47-123
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49-125
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51-127
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53-129
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55-131
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57-133
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59-135
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61-137
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63-139
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65-141
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67-143
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69-145
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71-147
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73-149
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75-151
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78-2
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80-4
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82-6
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84-8
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86-10
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88-12
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90-14
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92-16
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94-18
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96-20
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98-22
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100-24
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102-26
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104-28
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106-30
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108-32
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110-34
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112-36
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114-38
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116-40
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118-42
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120-44
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122-46
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124-48
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126-50
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128-52
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130-54
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132-56
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134-58
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136-60
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138-62
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140-64
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142-66
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144-68
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146-70
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148-72
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150-74
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152-76
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BEND OF FIRST
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CONNECTOR TO
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BE AT THE APPROX.
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CENTER BETWEEN
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BARS #1 & #77
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OVER BEND TO ASSURE
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CLEARANCE BETWEEN
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UPPER LEGS
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SLOT #10
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SLOT #1
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COMM. END
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5
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3
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2
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1
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4
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TOOTH BETWEEN
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C
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L
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SLOTS #5 & #6
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%%ULAYING OF WINDING
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1- THE OF STARTING COIL IS
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ON OF TOOTH BETWEEN SLOT
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#5 & #6 & ON OF BAR #3
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2- STARTING AT BAR #3, COUNT BACK
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TO BAR #1 & IN THIS BAR, PLACE
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LEAD #1 OF BOTTOM STARTING COIL
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3- START AT BAR #1, COUNT FORWARD
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TO BAR #2 & IN THIS BAR, PLACE
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LEAD #1 OF TOP STARTING COIL
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C
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L
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C
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L
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C
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L
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4
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3
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2
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1
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1
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2
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3
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4
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TOP LEADS
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BOTT. LEADS
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PUT IN SLOT #10
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PUT IN SLOT #1
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C
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L
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ARM.
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%%UWINDING DATA
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NO. OF ARM. SLOTS - 38
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NO. OF COMM. BARS - 152
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COIL LAYS IN SLOTS - 1-10
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COIL LEADS CONNECT TO BARS 1-2
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WINDING LAYOUT IS BASED
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ON LOCATION OF ARMATURE
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SLOTS AT OF ARMATURE
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C
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L
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JOINT OF EDGING STRIP
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COVER PIECE FOR BUTTED
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FIG. 1A - SIDE EDGING STRIPS
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IN POSITION TO START
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BANDING
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SIDE EDGING STRIPS
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FIG. 1B - FINISHED BAND USING
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BUTTED JOINT
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COVER PIECE FOR
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BANDING TAPE
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EDGING TAPE
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TRIM APPROXIMATELY .62 INCHES OFF BOTH EDGES OF
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SLOT LINER, (ITEM 7), WHICH EXTEND ABOVE TOP OF
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CORE BEFORE INSTALLING WEDGE, (ITEM 11). TAKE
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CARE NOT TO DAMAGE COILS OR CORE WHEN TRIMMING
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ITEM 7. AFTER TRIMMING SLOT LINER, (ITEM 7), FOLD
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BOTH EDGES OF ITEM 7 OVER TOP OF COIL. MAKE CERTAIN
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THAT COIL IS COMPLETELY COVERED AND SPARINGLY APPLY
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ITEM 30 TO HOLD ITEM 7. INSTALL FILLERS, (ITEM 15),
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AS NECESSARY AND CAREFULLY INSTALL WEDGE, (ITEM 11).
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COMM. TO BE T.I.G. WELDED, MICA MUST BE CLEANED
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AFTER T.I.G. WELDING TO REMOVE CARBONIZATION.
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FINAL BAND TO BE LEVEL ACROSS SURFACE AND
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BELOW O.D. OF ARMATURE.
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FOR ARMATURES BUILT WITH COMMUTATOR 2122FO2G01.
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FOR ARMATURES BUILT WITH COMMUTATOR 2122F27G01.
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DO NOT OVERLAP STEEL 'V' RING.
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INSERT DIAMOND FILLERS, (ITEMS 12 & 50), IN COMMUTATOR
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AND PINION END DIAMONDS AS NECESSARY TO ACHIEVE A
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TIGHT WINDING. IN COMMUTATOR END, ITEM 50 SHOULD BE
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INSERTED IN FRONT LEAD END BETWEEN COILS WHERE
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ITEM 12 CAN NOT BE INSERTED.
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AT COMMUTATOR AND PINION ENDS: TIGHTEN SET SCREW
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TO 16 FT-LBS. IF MORE THAN ONE BALANCE WEIGHT,
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(ITEM 13), IS USED, RE-TIGHTEN SET SCREWS UNTIL ALL
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ARE TIGHT.
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LEADS MAY PROTRUDE ABOVE TOP OF NECK DURING THE
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WINDING PROCESS. DO NOT ATTEMPT TO FORCE THESE
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LEADS INTO NECK. AFTER TEMPORARY BANDING, IF
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PROTRUSION STILL EXISTS, MACHINE LEADS PROTRUDING
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ABOVE RISER O.D. TAKING SPECIAL CARE TO PROTECT
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COIL INSULATION FROM COPPER CHIPS.
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%%UFLAGGED NOTES
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9
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8
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7
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6
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5
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4
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3
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2
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1
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50
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49
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48
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47
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46
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45
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44
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43
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42
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41
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40
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39
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38
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37
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36
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35
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34
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33
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32
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31
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30
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29
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28
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27
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26
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25
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24
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23
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22
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21
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20
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19
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18
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17
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16
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15
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14
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13
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12
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11
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10
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9
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8
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7
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6
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5
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4
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3
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2
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1
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FILLER
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FILLER
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CORE LAMINATION
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REAR COIL SUPPORT
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FRONT COIL SUPPORT
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EDGING TAPE
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EDGING TAPE
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TAPE
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NOMEX PAPER
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INSUL. PAPER
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INSUL. PAPER
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NOMEX FELT
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INSUL. PAPER
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INSUL. FELT
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INSUL. PAPER
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GLASS CLOTH
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TEFLON TAPE
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GLASS ROPE
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BANDING TAPE
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INSUL. PAPER
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KAPTON TAPE
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INSUL. PAPER
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TEFLON TAPE
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INSUL. FELT
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INSUL. PAPER
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SPOT TAPE
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GLASS TAPE
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EPOXY
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SEE SHEET 2
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TEST SPEC.
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SPEC.
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SPEC.
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EPOXY VARNISH
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GLASS BAND
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NOMEX FILLER
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POTTING COMPOUND
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WEIGHT
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NOMEX FILLER
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WEDGE
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COPPER FILLER
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COPPER FILLER
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COPPER FILLER
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SLOT LINER
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U-PIECE
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DIAGRAM
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COIL
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CROSS CONNECTION
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CROSS CONNECTION
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CORE ASSEMBLY
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SPEC. NO. S-1835 (SEE DWG. C-2252)
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SPEC. NO. S-2098 (SEE DWG. D-2535)
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31.00 OF .094 DIA. X .75
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31.00 OF .187 DIA. X .75
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3.00 OF .007 X .75 GLASS
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1.00 X .75 X .015 THK.
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28.00 X 2.25 X .015 NOMEX
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28.00 X 2.25 X .006 THK.
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28.00 X 1.62 X .035 THK.
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28.00 X 1.62 X .015 NOMEX
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28.00 X .88 X .035 NOMEX
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25.00 OF .015 X 2.00 NOMEX
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50.00 OF .015 X 2.00
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50.00 OF .002 X 2.00
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2 YARDS OF .25 DIA.
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120 YARDS OF .014 X 0.75
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23.50 X 2.31 X .015 NOMEX
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10 FT. OF .0025 X .50
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23.00 X 1.66 X .020 NOMEX
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50.00 OF .002 X 2.50
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21.50 X 2.31 X .035 NOMEX
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21.50 X 2.31 X .015 NOMEX
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25 YARDS OF .007 X .75 GLASS ADH.
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9 YARDS OF .015 X .75
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SILICONE RESIN GEL
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BANDING
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INSULATION (CLASS H)
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ROTATIONAL SEASONING COMMUTATOR
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V.P.I.
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REAR COIL SUPPORT
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OVER FRONT V-RING
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8.25 X .20 X .010 THK.
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IMI 3285 THERMO-SETTING COMPOUND
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BALANCE (SOLID)
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BETWEEN DIAMONDS
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HOLD COIL IN SLOT
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COMMUTATOR NECK
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COMMUTATOR NECK
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COMMUTATOR NECK
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8.22 X 4.00 OF .006 KAP-NOM
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END OF SLOT
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ARMATURE WINDING
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ARMATURE
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SLEEVED
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BARE
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ARMATURE
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50
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152
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430
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1
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1
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1
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3
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4
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A/R
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1
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1
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1
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1
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1
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4
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1
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1
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1
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1
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3
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1
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3
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1
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1
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4
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1
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1
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REF.
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REF.
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REF.
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REF.
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REF.
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A/R
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A/R
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76
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A/R
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A/R
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26
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38
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38
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190
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76
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38
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76
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REF.
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39
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38
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38
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1
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MATERIAL LIST FOR REFERENCE ONLY
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%%UARMATURE BANDING PROCEDURE
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%%UWITH ACRYLIC TREATED GLASS TAPE
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1. %%UMATERIAL STORAGE
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1.1 %%USTORAGE TIME:%%U THE STORAGE TIME OF THE TREATED TAPE SHALL NOT EXCEED 12 MONTHS.
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1.2 %%USTORAGE TEMPERATURE:%%U THE TREATED TAPE SHALL BE STORED AT 1.5-4.5%%DC (35-40%%DF). WHEN REQUIRED
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FOR MANUFACTURING USE, SUFFICIENT MATERIAL THAT CAN BE USED WITHIN TWO WEEKS
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SHOULD BE WITHDRAWN FROM COLD STORAGE.
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1.3 %%UUSAGE:%%U KEEP IN ORIGINAL CONTAINERS UNTIL REQUIRED FOR ACTUAL USE. THE TREATED TAPE MUST BE AT AMBIENT
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TEMPERATURE PRIOR TO ACTUAL USE.
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2. %%UTEMPORARY BANDING
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REFERENCE ARMATURE ASSEMBLY OR WINDING MATERIAL DRAWING.
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2.1 %%USETUP%%U:
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2.1.1 SECURE DRIVING DEVICE ON COMMUTATOR END OF SHAFT.
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2.1.2 PLACE ARMATURE IN BANDING LATHE WITH COMMUTATOR NEXT TO DRIVING HEAD.
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2.2 %%UBAND TENSION%%U: WIDTH OF 0.75 IN. WITH A TENSION OF 500%%p20 LBS.
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DO NOT RELAX TENSION DURING APPLICATION OF CORE BAND AND EACH COIL EXTENSION BAND. IF NECESSARY, REDUCE
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TENSION TO CROSS FROM THE COIL EXTENSION BAND TO THE CORE BAND AND VICE VERSA.
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2.3 %%UCOIL EXTENSION BANDS%%U:
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2.3.1 START TEMPORARY BANDING ON THE COIL EXTENSION AT ONE END. BAND THE ENTIRE ARMATURE IN ONE
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OPERATION BY SUCCESSIVELY BANDING A COIL EXTENSION, THE CORE AND THE OTHER COIL EXTENSION. LOOKING
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AT THE COMMUTATOR END, ROTATE THE ARMATURE CLOCKWISE WITH THE BANDING TAPE FEEDING FROM THE
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RIGHT SIDE.
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2.3.2 PLACE A 2 X 3 INCH PIECE OF .030 NOMEX, 410, ON THE COIL EXTENSION BEFORE STARTING TO BAND.
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ALLOW .1 TO .2 INCH OF NOMEX TO EXTEND FROM EACH SIDE OF THE BAND. BEGIN BY WRAPPING THE FIRST
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TURN AT LOW TENSION DIRECTLY ON THE AREA OF COILS TO BE BANDED. WRAP THE TAPE UPON ITSELF AND
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RAPIDLY INCREASE TO TENSION SPECIFIED ON THE DRAWING.
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2.4 %%UCORE BAND%%U: SINCE COILS ARE BELOW THE SURFACE OF THE CORE, USE STEEL OR FIBER FILLER STRIPS OF A
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DIMENSION SLIGHTLY LESS THAN THE SLOT WIDTH BETWEEN EACH COIL AND THE BANDING TAPE TO
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INSURE THAT FULL PRESSURE IS MAINTAINED TO PULL COILS DOWN TO THE BOTTOM OF THE SLOTS.
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FILLER STRIPS SHOULD BE THE SAME LENGTH AS STRAIGHT PORTION OF COIL AND SHOULD HAVE A
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SLIGHT TAPER ON THE UNDER SIDE OF EACH END. IF NECESSARY, REDUCE TENSION WHILE PLACING
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FILLER STRIPS IN POSITION. LIGHTLY TAP FILLER STRIPS TO HELP SEAT COILS AT BOTTOM OF SLOT.
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APPLY SAME WIDTH OF TEMPORARY BAND AS CORE LENGTH WITH BANDING TAPE BUTTED. BAND
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IS TO HAVE A MINIMUM THICKNESS OF TWO LAYERS.
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3. %%UPERMANENT BANDING
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25
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37
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38
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'C'
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DETAIL
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SEE
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12
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50
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7
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(REF.)
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20
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21
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19
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ARMATURE
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9.75 O.D.
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39
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1
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15
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ARMATURE COIL
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USING SOLVENT
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ROTATIONAL CURING CYCLE
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IMMEDIATELY AFTER
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AND P.E. SHAFT EXTENSIONS
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CLEAN BALANCE GROOVE
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ITEM 35
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OVER
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36
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8
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13
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25
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OVER
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ITEM 34
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ITEM 35
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OVER
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34
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35
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25
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18
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5
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4
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43
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44
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FINAL BAND
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MINIMUM
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31 TURNS
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32
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3
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12
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7
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44
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43
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6
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3
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32
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31 TURNS
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MINIMUM
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FINAL BAND
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1
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7
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AT EITHER END
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EXTEND BEYOND CORE
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WEDGE MUST NOT
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11
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1
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6
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45
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43
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43
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44
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.44%%P.06
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.12
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.38
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2.62 MAX.
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(8.25)
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(3.03)
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.12%%P.06
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AND IMPREGNATION
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TO THIS DIM. BEFORE WELDING
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5.242%%P.016 TRIM TO CLEAN UP
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VIEW 'B'
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WITHIN .001 BEFORE TURNING
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RUN TRUE ON CENTERS
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%%UNOTE:%%U BEARING FITS MUST
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7.43%%P.04 DIA. AFTER SEASONING
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7.44%%P.04 DIA. BEFORE SEASONING
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SEE DETAIL 'A'
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.75 MAX.
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DIA. CUTTER
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125
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.075
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MACHINE
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COMMUTATOR
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TO MAINTAIN
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DEPTH
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OF MICA
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45%%D X
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.06
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BEARING SHOULDER
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TRIM EXCESS SILICONE
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RUBBER FROM SEAL
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BAND
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CREEPAGE
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APPLY
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32
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23
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6
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32
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13
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8
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2 LAYERS
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3 LAYERS, SLIT
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28
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25
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2
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3
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25
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29
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33
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31
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3 LAYERS, SLIT
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AT CORE END ONLY AS SHOWN.
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3.694 RADIUS; ALLOW CLEARANCE
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LAST LAYER OF ITEM 31. LEVEL UP TO
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32
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APPLY WITH 100 LBS. TENSION OVER
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EXTEND
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BETWEEN
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WRAPPERS
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40
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41
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7
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50
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12
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.20
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ALL LEADS
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BETWEEN
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RADIUS
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AT LEAD
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42
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14
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ARMATURE IMPREGNATION CYCLE
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POT BEHIND RISERS %%UAFTER FIRST%%U
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NO FLUX
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26
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25
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25
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BY WINDING IN ITEM 24
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FRONT COIL SUPPORT
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FILL TO LEVEL OF
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4 LAYERS
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1 LAYER
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SIDE UP 1 LAYER
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SPACED ADHESIVE
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1/2 LAPPED
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2 LAYERS
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24
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27
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25
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30
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2
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.040 TO .060 ALLOWANCE
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FOR T.I.G. WELDING
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250
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C
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L
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1 : 2
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ASSEMBLY
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ARMATURE
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1460-L TRACTION MOTOR
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C-2877
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R.DellaPenna
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'91
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16
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APR
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Light Rail Vehicles
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S-2557
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C
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OF
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1%%d
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.005
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.02
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1/64
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X
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3
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2
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SHEET NO.
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SPEC. NO.
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REV.
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DWG. NO.
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SCALE
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SIZE
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TITLE
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INTEGRATED LOGISTIC SUPPORT DEPARTMENT
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Southeastern Pennsylvania Transportation Authority
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DATE
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STANDARDS MANAGER
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PROJECT ENGR
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QUALITY
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MATERIALS
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CHECKED BY
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DRAWN BY
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NEXT ASSEMBLY
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-
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+
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-
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+
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-
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+
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-
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+
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.XXX
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.XX
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ANGULAR
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FRACTIONAL
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OTHERWISE SPECIFIED
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TOLERANCES UNLESS
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OTHER
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MILLIMETERS
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INCHES
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ALL DIMENSIONS ARE:
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DO NOT SCALE THIS DRAWING
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REVISION LOG
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REV
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DATE
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AP'D
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CK'D
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BY
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DESCRIPTION
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A
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DO NOT SCALE THIS DRAWING
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ALL DIMENSIONS ARE:
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INCHES
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MILLIMETERS
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OTHER
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TOLERANCES UNLESS
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OTHERWISE SPECIFIED
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FRACTIONAL
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ANGULAR
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.XX
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.XXX
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+
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-
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+
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-
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+
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-
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+
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-
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NEXT ASSEMBLY
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DRAWN BY
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CHECKED BY
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MATERIALS
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QUALITY
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PROJECT ENGR
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STANDARDS MANAGER
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DATE
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Southeastern Pennsylvania Transportation Authority
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INTEGRATED LOGISTIC SUPPORT DEPARTMENT
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TITLE
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SIZE
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SCALE
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DWG. NO.
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REV.
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SPEC. NO.
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SHEET NO.
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3
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3
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X
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1/64
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.02
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.005
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1%%d
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OF
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C
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S-2557
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Light Rail Vehicles
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APR
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16
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'91
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R.DellaPenna
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C-2877
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1460-L TRACTION MOTOR
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ARMATURE
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ASSEMBLY
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REFERENCE ARMATURE ASSEMBLY OR WINDING MATERIAL DRAWING.
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3.1 %%UPREHEATING%%U: HEAT ARMATURE TO 150-170%%DC (302-338%%DF) FOR FINAL BANDING. THE TEMPERATURE OF
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THE ARMATURE
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WHEN MEASURED ON THE CORE SHALL NOT BE LESS THAN 110%%DC (230%%DF) AT ANY TIME DURING THE
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BANDING PROCESS.
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3.2 %%USIDE RESTRAINT METHODS%%U: TO RESTRAIN SIDE MOTION OF THE GLASS TAPE DURING BANDING, USE FIXTURES OR SOME
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BUILT-IN RESTRAINING DEVICE. FIXTURES MAY BE MADE OF A MATERIAL WHICH IS EITHER
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NON-ADHESIVE TO ACRYLIC RESIN OR TREATED WITH A PERMANENT TYPE RELEASE AGENT.
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FIGURE 1A SHOWS TWO BUILT-IN SIDE RESTRAINT EDGING STRIPS IN POSITION TO START
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BANDING. THE EDGING STRIP IS SPECIFIED ON THE DRAWING.
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3.4 %%UCOIL EXTENSION BANDS%%U:
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3.4.1
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BEGIN BY WRAPPING TWO TURNS OF BANDING TAPE CLOSE TO WHERE THE FIRST EDGING STRIP IS TO BE APPLIED.
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ADD FIRST EDGING STRIP POSITIONED TO DIMENSION SHOWN ON THE DRAWING AND WITH THE ENDS OF THE EDGING
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STRIP BUTTED TOGETHER. THE BUTTED JOINT IS TO BE COVERED BY FIRST PLACING A SHORT PIECE OF POLYESTER
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WOVEN GLASS CLOTH UNDER THE EDGING STRIP AT THE JOINT AS SHOWN IN FIGURE 1A. ANCHOR THE EDGING
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STRIP IN PLACE WITH THE NEXT TURN OF BANDING TAPE AND THEN FOLD THE GLASS CLOTH PIECE OVER THE
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JOINT. SUBSEQUENT TURNS WILL CONSOLIDATE THE CLOTH INTO THE BAND AND GIVE THE EDGING STRIP A
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CONTINUOUS APPEARANCE.
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APPLY THE EDGING STRIP ON THE OPPOSITE SIDE OF THE BAND IN THE SAME MANNER. AFTER ANCHORING THIS
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EDGING, CONTINUE TO WRAP THE TAPE UPON ITSELF AND RAPIDLY INCREASE TO TENSION SPECIFIED.
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3.4.2
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AFTER APPLYING FULL TENSION, SET COUNTER AND WRAP TAPE UNIFORMLY ACROSS FULL WIDTH OF BAND,
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KEEPING HEIGHT AS LEVEL AS POSSIBLE. WHERE SURFACE OF COILS IS AN UNEVEN SURFACE TO BEGIN WITH, DO
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NOT WRAP TAPE ACROSS FULL WIDTH AT START, BUT INSTEAD START BANDING IN LOW AREA AND LEVEL
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SURFACES AS TAPE IS BEING APPLIED. THIS WILL PREVENT OVERLOADING AND BREAKING OUTSIDE STRANDS OF
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TAPE. WRAP TAPE AT A MODERATE BUT EVEN SPEED UNTIL NUMBER OF TURNS AS SHOWN ON THE ARMATURE
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ASSEMBLY OR WINDING MATERIAL DRAWING IS REACHED. THE BAND SURFACE IS TO BE LEVEL WITH OR BELOW
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THE CORE SURFACE. THERE SHALL BE NO GAP BETWEEN THE TAPE AND EDGING.
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3.4.3
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AFTER COMPLETING THE FIRST COIL EXTENSION BAND, REDUCE TENSION IF NECESSARY AND RUN TAPE ACROSS
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CORE TO LOCATION OF SECOND BAND. REPEAT PROCEDURE AS SPECIFIED IN 3.4.1 AND 3.4.2.
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3.4.4
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TO TERMINATE BANDS, LOCALLY HEAT AND BOND THE TAPE END TO THE SURFACE OF BAND BEFORE CUTTING
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TAPE. THE FUSED AREA SHALL BE MEDIUM TO DARK BROWN IN COLOR AND NO LARGER THAN ABOUT 1 INCH
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SQUARE. EXERCISE CAUTION NOT TO OVERHEAT THE AREA AND PRODUCE A ROUGH AND UNSIGHTLY CONDITION.
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AN ALTERNATE METHOD OF BAND TERMINATION IS TO HOLD TENSION FOR APPROXIMATELY ONE MINUTE, THEN
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RELEASE TENSION, CUT TAPE CLOSE TO BAND SURFACE AND PRESS END OF TAPE INTO BANS SURFACE
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MOMENTARILY WHICH IS NORMAL.
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3.4.5
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BAND OVER THE MICA VEE RING EXTENSION OF THE COMMUTATOR WITH THE NUMBER OF TURNS SPECIFIED ON
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THE DRAWINGS. APPLY TAPE AT APPROXIMATELY 100 LBS. TENSION.
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ON THOSE BANDS THAT HAVE AN EXCESS OF RESIN BUILT UP ON THE OUTSIDE SURFACE, SCRAPE OFF RESIN
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USING A TOOL SIMILAR TO A %%UDULL%%U PUTTY KNIFE. THIS IS EASILY ACCOMPLISHED WITH ARMATURE ROTATING AT
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A SLOW SPEED. EXERCISE CARE NOT TO DAMAGE THE GLASS BANDING TAPE WHEN REMOVING EXCESS RESIN.
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REMOVE ANY ROUGH SPOTS CAUSED BY LOCALIZED HEATING TO BOND THE TAPE END TO THE BAND SURFACE.
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3.4.6
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3.4.7
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COVER THE FINISH BANDS WITH MYLAR TAPE OR AN EQUIVALENT MATERIAL SUCH AS SILICONE RUBBER
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OR TEFLON WHICH IS NON-ADHESIVE TO THE ACRYLIC RESIN. THE PURPOSE OF THIS COVERING IS TO PRODUCE
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A SMOOTH SURFACE ON THE FINISHED BAND. APPLY THE MYLAR TAPE EVENLY USING HAND TENSION. HOLD THE
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LAST TURN IN PLACE WITH ADHESIVE TAPE, OR EQUIVALENT.
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3.5 %%UCURING%%U: BAKE THE GLASS BANDS FOR 4 HOURS AT 160-170%%DC (320-338%%DF) OR FOR 6 HOURS AT 150-160%%DC
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(302-320%%DF). IF FIXTURES HAVE BEEN USED AND ARE NEEDED TO BEGIN WORK ON ANOTHER ARMATURE, THEY
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CAN BE REMOVED AFTER BAKING FOR 2 HOURS AT 160-170%%DC OR 3 HOURS AT 150-160%%DC. AFTER REMOVING
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THE GLASS BANDING FIXTURES, RETURN ARMATURE TO OVEN IMMEDIATELY FOR THE REMAINING BAKE TIME.
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3.6 %%UREMOVAL OF MYLAR TAPE%%U: REMOVE THE MYLAR TAPE WHILE THE ARMATURE IS HOT. IF ALLOWED TO COOL, THE
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MYLAR TAPE WILL BE DIFFICULT TO REMOVE.
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3.7 %%UINSPECTION CRITERIA
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3.7.1
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THE SURFACE OF THE GLASS BAND IS TO BE SMOOTH WITH THE EXCEPTION THAT SMALL INDENTATIONS OR
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CAVITIES IN THE RESIN COATING ON TOP OF THE GLASS BAND ARE ACCEPTABLE.
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3.7.2
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THE FUSED AREAS OF THE TAPE ENDS OF THE GLASS BAND SHALL BE MEDIUM TO DARK BROWN IN COLOR AND
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SHALL BE APPROXIMATELY ONE INCH SQUARE.
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3.8 %%UFINISHING%%U: IF FIXTURES HAVE BEEN USED AND SHARP FINS HAVE DEVELOPED ON THE EDGES, SLIGHTLY BEVEL THE
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EDGES ON THE OUTSIDE DIA. OF BAND WITH A FILE OR SANDPAPER TO REMOVE ANY SHARP FINS PRODUCED
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BY RESIN DURING CURING CYCLE. TAKE CARE NOT TO DAMAGE THE INSULATION ON COILS WHEN BEVELING
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THIS CORNER. %%UCAUTION!%%U: %%UDO%%U %%UNOT%%U MACHINE OUTSIDE DIA. OF BANDS. HIGH BANDS ARE TO BE REPLACED.
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(FROM SHEET 1)
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(SHT. 2)
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%%U1. GENERAL SEQUENCE OF ARMATURE PROCESSING
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%%U2. INSULATION OF FRONT COIL SUPPORT
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%%U3. APPLICATION OF ITEMS 18, 34, 35, & 36 ON REAR COIL SUPPORT
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%%U4. TEMPORARY AND FINAL BAND PER ARMATURE BANDING PROCEDURE (SHT. 2 AND S-2851; PARA. 4.9 & 4.16)
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%%U5. IMPREGNATE ARMATURE ASSEMBLY TWICE PER S-2851; PARA. 4.14
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%%U6. COMMUTATOR TIGHTENING: PER S-2851; PARA. 4.13
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%%U8. ROTATIONAL SEASON PER S-2851; PARA. 4.26
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%%U7. BALANCING REQUIREMENT PER S-2851; PARA. 4.25
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%%U9. TEST REQUIREMENT PER S-2851; PARA. 5.0
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1. LAYOUT AND WIND.
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2. TEMPORARY BAND. APPLY BANDING TAPE IN PROPER DIRECTION SO
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AS TO RETAIN TOP LEAD ON STACK OF COIL LEG, i.e. PULL THE TOP
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LEAD OF THE TOP LEG TOWARDS THE INSIDE OF THE COIL.
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3. WEDGE
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4. MACHINE COILS AND GROOVE PER DETAIL 'A' BEFORE T.I.G. WELDING
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.
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ADD ADDITIONAL PROTECTION OVER COILS WHEN MACHINING TO
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PROTECT FROM CHIPS, ETC.
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ALLOW A SPACE OF APPROX. .19 BETWEEN BACK OF COMMUTATOR
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RISER AND BAND AND CORE AND BAND SO THAT RESIN CAN ENTER
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DURING THE FIRST V.P.I.
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BECAUSE THE TEMPORARY BAND MUST BE REMOVED AFTER IT HAS
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CURED WITHOUT DAMAGING THE COILS, LAY DOWN A DURABLE
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MATERIAL AND A NON-ADHESIVE MATERIAL BEFORE APPLYING
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TEMPORARY BAND.
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5.
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6.
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7.
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8.
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9.
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10.
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11.
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12.
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13.
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14.
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15.
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T.I.G. WELD ARMATURE COILS AND CROSS CONNECTIONS.
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PERFORM COMMUTATOR TIGHTENING.
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IMPREGNATE ARMATURE ASSEMBLY AND CURE.
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REMOVE TEMPORARY BAND.
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POT BEHIND RISERS AND CURE.
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FINAL BAND OVER FRONT AND REAR COIL EXTENSIONS. BAND IN SAME
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DIRECTION AS SPECIFIED IN STEP 2 OF "TEMPORARY BAND".(SEE NO. 3/SHT. 2)
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BAND OVER MICA V-RING AT COMMUTATOR END.
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IMPREGNATE ARMATURE ASSEMBLY AND CURE.
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TIGHTEN COMMUTATOR.
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ROTATIONAL SEASON COMMUTATOR.
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APPLY EPOXY CREEPAGE BAND PER DRAWING. (SHT. 1)
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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9.
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10.
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11.
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12.
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13.
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14.
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15.
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FILL IN BACK OF COMMUTATOR WITH GLASS TAPE, ITEM 24.
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APPLY 1 LAYER OF NOMEX FELT, ITEM 27. HOLD IN PLACE WITH
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ITEM 25.
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APPLY 4 LAYERS OF NOMEX, ITEM 26. HOLD WITH GLASS ADHESIVE
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TAPE, ITEM 25.
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FORM A HOOD FOR CROSS CONNECTOR KNUCKLES BY APPLYING 2
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LAYERS OF ITEM 28. HOLD WITH ITEM 25.
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PUT DOWN SPACED LAYER OF ITEM 25 (ADHESIVE SIDE UP) TO SECURE
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X-CONNECTORS.
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PLACE BOTTOM OF CROSS CONNECTORS IN PLACE. FORM NEAT, TIGHT
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DIAMONDS. BEND TOP HALVES OUT OF THE WAY AND LOCATE LOOSELY,
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BUT PROGRESSIVELY, IN SLOTS.
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APPLY 1 BUTTED LAYER OF GLASS ADHESIVE TAPE, ITEM 25, OVER
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BOTTOM CROSS CONNECTIONS.
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APPLY 3 LAYERS OF NOMEX, ITEM 29. SLIT ONE END 1/2 INCH
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DIAGONALLY AT 1/2 INCH INTERVALS. PLACE BEHIND RISER AND OVER
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CROSS CONNECTORS. HOLD WITH ITEM 25.
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APPLY 2 LAYERS , 1/2 LAPPED OF .0025 X .50 KAPTON ADHESIVE TAPE,
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ITEM 30. START BEHIND COMMUTATOR NECK AND TAPE FOR 1.00 INCHES
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OVER BOTTOM LEG OF X-CONNECTORS.
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LOWER TOP CROSS CONNECTIONS INTO PLACE. FORM NEAT, TIGHT DIAMONDS.
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PULL HOOD DOWN OVER CONNECTIONS.
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FILL IN VOID BEHIND CROSS CONNECTORS WITH GLASS ROPE, ITEM 33.
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BUILD UP EVEN WITH CROSS CONNECTIONS.
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APPLY 2 LAYERS, 1/2 LAPPED OF .0025 X .50 KAPTON ADHESIVE TAPE,
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ITEM 30, OVER TOP LEGS OF CROSS CONNECTIONS. START BEHIND NECK
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AND TAPE FOR 1.00 INCHES OVER X-CONNECTORS.
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APPLY 3 LAYERS OF NOMEX, ITEM 31, OVER THE CROSS CONNECTIONS.
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SLIT ONE EDGE OF EACH LAYER 1/2 INCH DIAGONALLY AT 1/2 INCH
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INTERVALS. HOLD WITH ITEM 25.
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BAND OVER CROSS CONNECTIONS WITH GLASS TAPE, ITEM 32. APPLY
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WITH 100 LBS. TENSION. BAND UP TO BACK OF COMMUTATOR RISER-
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%%UFLUSH%%U. LEAVE .20 INCH SPACE ON CORE SIDE OF BAND %%UONLY%%U.
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CHECK TO SEE THAT DIAMETER OVER INSULATION DOES NOT EXTEND
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ABOVE SPECIFIED DRAWING DIMENSION OF 3.694
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+.00
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-.03
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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APPLY 2 TURNS PLUS 1 INCH OF ITEM 34, STRETCHED SO THAT THE REAR
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EDGE FOLDS DOWN AT APPROXIMATELY 90%%D OVER THE REAR END OF COIL
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SUPPORT SURFACE AND IS CENTERED.
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HOLD END WITH 3.00 INCHES OF ITEM 25.
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HOLD START OF FORM-1-GLASS ITEM 35 WITH 3.00 INCHES OF ITEM 25.
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WIND 2 TURNS PLUS 2.00 INCHES OF ITEM 35 SO THAT THE REAR EDGE
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FOLDS DOWN OVER THE REAR END OF THE COIL SUPPORT AT APPROX.
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90%%D, AND FOR THE SAME DISTANCE AS ITEM 34.
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HOLD END WITH 3.00 INCHES OF SPOT TAPE, ITEM 34.
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BRUSH OVER ITEM 35 WITH ITEM 18.
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APPLY 4 TURNS OF ITEM 36 OVER ITEM 35.
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WIND ARMATURE.
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1.
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2.
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3.
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AFTER T.I.G. WELDING, PERFORM THREE TIGHTENING CYCLES.
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EACH TIGHTENING CYCLE TO CONSIST OF:
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A- PRESS AND TIGHTEN HOT AT EACH OF TWO ANGULAR
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POSITIONS SPACED 90%%D APART.
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B- PRESS AMD TIGHTEN COLD (ROOM TEMP.) AT EACH OF TWO
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ANGULAR POSITIONS SPACED 90%%D APART.
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AT CONCLUSION OF FINAL RESIN CURE, PERFORM ONE COLD PRESS
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AND TIGHTEN.
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TIGHTENING CONDITIONS:
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A- HOT PRESSING TEMP.: 145%%D - 160%%DC
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B- PRESSING TONNAGE: 35 TONS (70,000 LBS)
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C- NUT TORQUE: 350 FT. LBS.
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D- ALLOWABLE NUT MOVEMENT: .25 INCHES
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E- REPEAT TIGHTENING CYCLE IF NUT MOVEMENT EXCEEDS .25 INCHES.
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THE REMAINING UNBALANCE AT EACH END OF THE FINISHED ARMATURE
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AFTER FINAL BALANCE PROCEDURES SHALL NOT EXCEED 2 GRAMS.
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%%UNOTE%%U: ARMATURE RESISTANCE WITH ARMATURE ASSEMBLED IN STATOR
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WITH ALL BRUSHES DOWN AND SEATED SHOULD BE 0.01645 TO 0.01775 OHMS AT 25%%dC.
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(12 TURNS MIN.)
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QTY
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(SEE NO. 2/SHT. 2)
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PER S-2851
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PARA. 4.11
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PER NO. 6/SHT. 3.
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PER NO. 5/SHT. 3.
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PER NO. 5/SHT. 3.
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PER NO. 6/SHT. 3.
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PER NO. 7/SHT. 3.
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47
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48
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46
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SPEC. NO. S-2865 (SEE DWG. B-3586)
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COMMUTATOR ASS'Y
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SPEC. NO. S-2863 (SEE DWG. B-3584)
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1
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H.Tyler
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H.Tyler
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APR
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18
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'91
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APR
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18
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'91
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H.Tyler
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H.Tyler
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'91
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18
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APR
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'91
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18
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APR
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H.Tyler
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H.Tyler
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'91
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18
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APR
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'91
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18
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APR
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DIAMOND FILLER - C.E. (SEE DWG. A-2882)
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OVER CROSS CONNECTION (SEE DWG. A-2880)
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(SEE DWG. A-2882)
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(SEE DWG. A-2878)
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(SEE DWG. A-2880)
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(SEE DWG. A-2880)
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(SEE DWG. A-2880)
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(SEE DWG. D-2763)
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(SEE DWG. A-2881)
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(SEE DWG. A-2881)
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(SEE DWG. C-2879)
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B.B.Black
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B.B.Black
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B.B.Black
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(SEE SHT. 2 & 3)
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; 1.00 X 6.00 X .008 MYLAR
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A
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A
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A
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RD
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NOV
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2,'94
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REVISED "SEASONING" DIA'S PER ECN #03216,
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7.44 WAS 7.32 & 7.43 WAS 7.31
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7.44 WAS 7.32 & 7.43 WAS 7.31
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REVISED "SEASONING" DIA'S PER ECN #03216,
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2,'94
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NOV
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RD
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REVISION LOG
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REV
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DATE
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AP'D
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CK'D
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BY
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DESCRIPTION
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A
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7.44 WAS 7.32 & 7.43 WAS 7.31
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REVISED "SEASONING" DIA'S PER ECN #03216,
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2,'94
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NOV
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RD
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REVISION LOG
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REV
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DATE
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AP'D
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CK'D
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BY
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DESCRIPTION
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A
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A
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HT
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HT
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HT
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HT
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HT
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HT
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VOID
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+.000
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-.015
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3.3 %%UBAND TENSION%%U: WIDTH OF 0.75 IN. WITH A TENSION OF 500%%p20 LBS.
Page 110: CONTRACT DOCUMENTS AND SPECIFICATIONS FOR PROJECT 16-00238-APQC … · 2019-08-05 · CONTRACT DOCUMENTS AND SPECIFICATIONS FOR PROJECT 16-00238-APQC LRV Traction Motor Armature Rewind

Technical Services Contract 92 0716

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DO NOT SCALE THIS DRAWING
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ALL DIMENSIONS ARE:
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INCHES
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MILLIMETERS
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OTHER
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TOLERANCES UNLESS
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OTHERWISE SPECIFIED
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FRACTIONAL
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ANGULAR
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.XX
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.XXX
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+
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-
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+
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-
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+
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-
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+
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-
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NEXT ASSEMBLY
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DRAWN BY
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CHECKED BY
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MATERIALS
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QUALITY
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PROJECT ENGR
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STANDARDS MANAGER
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DATE
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Southeastern Pennsylvania Transportation Authority
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RAIL EQUIPMENT ENGINEERING & SHOPS DEPARTMENT
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TITLE
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SIZE
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SCALE
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DWG. NO.
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REV.
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SPEC. NO.
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SHEET NO.
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1
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1
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X
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1/64
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.02
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.005
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1%%d
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OF
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C
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DESCRIPTION
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SPECIFICATIONS
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ITEM
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MATERIAL LIST
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S-2867
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Light Rail Vehicles
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APR
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26
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'91
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R.DellaPenna
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C-2879
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1460-L TRACTION MOTOR
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ARMATURE
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CORE
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1 : 2
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6
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5
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4
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3
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2
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1
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COMMUTATOR ASSEMBLY
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FRONT COIL SUPPORT
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LAMINATION PUNCHING
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WELDMENT END PLATE
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REAR COIL SUPPORT
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SHAFT
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S-2863; DWG. B-3584
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S-2865; DWG. B-3586
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S-2866; DWG. B-3587
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S-2098; DWG. D-2535
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1
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1
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430
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2
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1
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1
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MATERIAL LIST FOR REFERENCE ONLY
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C
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L
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QTY
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MAY
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'91
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MAY
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'91
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SHAFT
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BEARING SHOULDER
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5.13%%P.05
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1
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6
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%%C7.44
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+.00
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-.08
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%%C5.875
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GAUGE
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8.47 MEASURE AT PUNCHING I.D. UNDER FULL PRESS
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+.03
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-.00
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3
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7
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BEFORE ASSEMBLY OF SHAFT
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TO CORE, LUBRICATE SHAFT
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FOR APPROX. 1.00 WITH
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WHITE LEAD (OIL MIX)
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(%%C9.75)
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(7.75)
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8.25 (MEASURED PARALLEL TO OF SHAFT
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C
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L
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C
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L
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ARMATURE
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3
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4
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2
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LOCATION INDICATED
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.25%%P.12 MAX.
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ALLOWABLE
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RUNOUT .0005 T.I.R.
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FOR BENT SHAFT. CHECK AT
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ON BEARING FITS TO CHECK
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SUPPORT CORE ASSEMBLY
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OF BAR SHALL LINE UP WITH OF
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C
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L
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C
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L
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PUNCHING TOOTH AT OF ARMATURE WITHIN %%P.015
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C
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L
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%%U PUNCHING TOOTH
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8.28 CORE MEASURED TO
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LENGTH OF SKEWED
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BOTTOM OF SLOT
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C
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L
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.220
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.230
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1.126
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1.131
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FINISHED
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%%USLOT SIZE
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PUNCHED
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%%USLOT SIZE
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%%UCORE ASSEMBLY PROCEDURE
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1. ASSEMBLE REAR COIL SUPPORT, REAR END PLATE AND PUNCHINGS (SEE MATERIAL LIST) ON MANDREL.
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ROTATE EACH SUCCEEDING .50 INCH PUNCHINGS 90%%D CLOCKWISE. MAKE CERTAIN PUNCHINGS ARE
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SKEWED PROPERLY USING 3 BUILDING BARS SPACED 90%%D APART IN CORE SLOTS OR OTHER APPROVED METHOD.
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2. USING PRESS GAUGE, PRESS AND RELEASE TWICE WITH 40 TONS (80,000 LBS.).
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3. READ PRESS GAUGE AT 40 TONS (80,000 LBS.) TO DETERMINE CORE IRON LENGTH (APPROX. 7.75 OF ITEM 4).
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4. ADD OR REMOVE PUNCHINGS, ITEM 4, TO OBTAIN PROPER CORE IRON LENGTH.
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5. ASSEMBLE FRONT END PLATE, FRONT COIL SUPPORT AND COMMUTATOR. COMMUTATOR MUST BE ASSEMBLED
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AS SHOWN. CENTERLINE OF COMMUTATOR BAR MUST BE IN LINE WITH CENTERLINE OF PUNCHING TOOTH AT
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CENTERLINE OF ARMATURE WITHIN %%P.015.
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6. ASSEMBLE TOP PRESSING PLATE ON COMMUTATOR AND APPLY 40 TONS, (80,000 LBS.)
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7. MAINTAIN 40 TONS. MOUNT 4 ASSEMBLY STUDS, TIGHTENED FINGER-TIGHT.
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8. RELEASE TONNAGE AND PRESS OUT MANDREL.
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9. HEAT CORE ASSEMBLY FOR 4 HOURS AT 200%%DC.
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10. INSERT SHAFT INTO CORE ASSEMBLY.
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11. PRESS SHAFT HOME WITH 40 TONS AND HOLD FOR 20 MINUTES.
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12. REMOVE FIXTURE BEFORE RELEASING TONNAGE.
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13. TURN COMMUTATOR FACE AND CHECK LINE UP AT 3 PLACES 120%%D APART. CHECK THAT CENTERLINE OF
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COMMUTATOR BAR IS IN LINE WITH CENTERLINE OF PUNCHING TOOTH AT CENTERLINE OF ARMATURE WITHIN %%P.015.
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14. CHECK SHAFT RUNOUT. MAXIMUM ALLOWABLE .0005 T.I.R.
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%%USKEW 1 TURN IN 313.5 INCHES
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%%UNOTE%%U- 430 PUNCHINGS FOR ORDERING PURPOSES ONLY. BUILD TO 7.75
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TOTAL LENGTH. APPROX. WEIGHT OF 430 PUNCHINGS IS 122 LBS.
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S-1835; DWG. C-2252
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S-2564; DWG. C-2885
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C-2877
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H.Tyler
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H.Tyler
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9
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9
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R.B.Black
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A
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ASSEMBLY PROCEDURE
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7
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ALTERNATE FRONT COIL SUPPORT
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S-2864; DWG. B-3585
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1
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RD
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FEB
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2,'95
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A
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REVISION LOG
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REV
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DATE
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AP'D
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CK'D
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BY
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DESCRIPTION
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REVISED PER H. Tyler & O.E.M.
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5
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HT
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HT
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8
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CORE WITH COMMUTATOR
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S-2861; DWG. B-3583
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1
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Technical Services Contract 93 0716

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DO NOT SCALE THIS DRAWING
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ALL DIMENSIONS ARE:
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INCHES
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MILLIMETERS
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OTHER
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TOLERANCES UNLESS
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OTHERWISE SPECIFIED
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FRACTIONAL
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ANGULAR
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.XX
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.XXX
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+
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-
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+
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-
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+
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-
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+
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-
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NEXT ASSEMBLY
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DRAWN BY
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CHECKED BY
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MATERIALS
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QUALITY
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PROJECT ENGR
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STANDARDS MANAGER
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DATE
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Southeastern Pennsylvania Transportation Authority
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RAIL EQUIPMENT ENGINEERING & SHOPS DEPT.
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TITLE
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SIZE
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SCALE
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DWG. NO.
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REV.
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SPEC. NO.
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SHEET NO.
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1
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1
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X
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OF
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C
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1 : 1
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GEAR SPECIFICATIONS
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EXTERNAL-SPUR
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NO. OF TEETH
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RATIO
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BACKLASH WITH MATE
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C.D. WITH MATE
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MATE
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TOOTH PROF. FINISH
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LEAD TOL.
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PROFILE TOL.
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PITCH TOL.
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RUNOUT
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QUALITY-AGMA 390
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TRUE INVOLUTE FORM DIA.
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PIN SIZE K-FACTOR
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DIA. OVER PINS (INCL. BKL.)
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DIA. OVER PINS FOR CUT
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FINISH SPAN (INCL. BKL.)
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SPAN FOR CUT
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NORMAL CHORDAL ADD.
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NCT INCL. BKL.
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BACKLASH THIS PART
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STD.
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ADDENDUM
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MINOR DIA.
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PITCH DIA. (OPER.)
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METHOD OF MANUF.
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TOOTH FORM
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LEAD
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HELIX ANGLE
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PRESSURE ANGLE (NORM.)
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DIAMETRAL PITCH (NORM.)
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----
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.011-.015
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----
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63
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----
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0.0005
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0.0004
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0.0013
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10
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----
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2.54
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4.841-4.837
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----
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----
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----
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----
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----
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.011-.013
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.016
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.079
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.161
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4.505
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4.667
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SEE MAUNFACTURING NOTE
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FELLOWS INVOLUTE
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----
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----
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20%%d
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12/14
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56
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HAND
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----
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WHOLE DEPTH-APPROX.
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OVER
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UNDER
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#TEETH
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PIN DIA.
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.144
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1
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WITHIN %%U %%U T.I.R.
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THESE SURFACES TO BE SQUARE TO
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WITHIN %%U %%U T.I.R.
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THESE DIA'S. TO BE CONCENTRIC
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2
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1
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2 PLC. DECIMAL %%P.010" ANGULAR %%P1/2%%D
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3 PLC. DECIMAL %%P.005" 1 PLC. DECIMAL %%P.015"
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%%UTOLERANCES UNLESS SPECIFIED
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.001
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.001
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NOTES:
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1-MANUFACTURER NAME/LOGO, DATE AND SEPTA
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C/L NO. TO BE PERMANENTLY PLACED IN AREA
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INDICATED.
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2-SHIP NO MORE THAN REQUIRED ON A SEPTA
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PURCHASE ORDER, IN A SUITABLE CONTAINER
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MARKED PER MANUFACTURER NAME/LOGO,
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DATE AND TITLE BLOCK.
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3-
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SAMPLES, UNLESS OTHERWISE DIRECTED,
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TWO(2) PRE-PRODUCTION PROTOTYPES ARE
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TO BE SHIPPED TO THE ADDRESS CALLED
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OUT ON THE PURCHASE ORDER. PACKAGE
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IS TO BE MARKED
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FINISH ALL OVER EXCEPT AS NOTED
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63
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A
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F.A.O. 63 UNLESS NOTED.
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DIMENSIONS. POLISH ALL FILLETS.
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TURN FILLETS .020 UNDER FINISH GRIND
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REMOVE ALL BURRS & SHARP CORNERS.
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DIMENSIONS ARE IN INCHES.
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%%UUNLESS OTHERWISE SPECIFIED
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C/L No. 45-02400-L01
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C-3618
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KRON ENG'G.
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HOK
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*
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*
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*
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* SEE APPLICABLE NOTE
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C3619 & C3620
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COAT WITH A RUST INHIBITOR.
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RUST INHIBITOR IN BORE TO BE
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REMOVED AT ASSEMBLY.
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1.875
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.594
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.375
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.370
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.063
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.031 R
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.031 R
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2.3440
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3.503
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2.3450
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3.507
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.031 X 45%%d
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4.826
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4.824
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SPHERICAL DIA.
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3.81
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1.250%%p.00025
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TAPER PER FOOT.
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CONTACT WITH
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TAPER GAGE 80%
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MIN.
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.297
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30%%D
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32
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32
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.063 X 45%%D
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BOTH ENDS
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2
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2
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1
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1
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1
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3.91
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STAMP-SEE NOTE 1
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(16)-.188 DRILLS-THRU
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EQUALLY SPACED.
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.015 X 45%%D
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BOTH SIDES OF TEETH
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DIA.
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DIA.
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4.22
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DIA.
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DIA.
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DIA.
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2
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2
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NOV
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29
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'93
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NOV
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29
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'93
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NOV
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29
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'93
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M. Hrize
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.006 - .007
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PER SIDE
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%%UCROWN HOB
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ADDED CROWN HOB DETAIL FOR
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94
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4
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CLARITY PER DISCUSSION WITH H. Kron
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REVISION LOG
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REV
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DATE
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AP'D
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CK'D
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BY
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DESCRIPTION
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%%UMANUFACTUING NOTE:
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HOB FOLLOWING SPHERICAL DIAMETER
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OR CROWN HOB AS SHOWN.
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F
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S-1545
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PER ECN No. 2703
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ALTERNATE COUPLING HUB, ADDED
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4
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B
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H
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M
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H
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M
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18
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94
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8
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E.E.
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M.H.
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H.B.M.H.
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ALTERNATE COUPLING HUB DELETED,
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NOTE 3 AND FINAL REQUIREMENTS
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M
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H
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10
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94
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C
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5
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LRV S/E & D/E CAR
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COUPLING HUB
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GEARBOX & TRACTION MOTOR
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REVISED AND NOTE 4 ADDED PER
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NITRIDE TO 40-50 R TO A DEPTH
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QUENCH & TEMPER TO 29-34 R
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HEAT TREATMENT: NORMALIZED
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OF .010"-.020"
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HEAT TREATMENT:
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FINAL REQUIREMENTS:
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HARDNESS: -----
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c
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MATERIAL: AISI 4140H STEEL
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RAW MATERIAL NOTES:
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c
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C
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C
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PRE-PRODUCTION
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SAMPLES, ATTENTION "Q.A." DEPARTMENT.
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SUPPLIER MUST RECEIVE PROTOTYPE
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APPROVAL BEFORE STARTING PRODUCTION.
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H.B.
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A
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M.H.
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MILL TEST REPORT
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TREATMENT REPORT
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WITH PROTOTYPE DELIVERY TO THE P.O.
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CERTIFICATION:
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ADDRESS, ATTENTION "Q.A." DEPARTMENT.
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A
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4
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AND A
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SHALL BE SUBMITTED
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FINAL HEAT
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PER ECN 3322
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D
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D
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REVISED PER ECN No.3352
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D
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J.M.
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H.M.
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J.M.
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REV
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DATE
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DESCRIPTION
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REVISION LOG
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AP'D
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BY
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CK'D
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JAN
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10,'95
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E
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JAN
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6,'04
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ADDED TOL. TO TAPER AND
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R.D.
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H.T.
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H.T.
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ADDED INSPECTION CRITERIA (NOTE 5)
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E
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SHALL SHOW A TRACE OF BLUING.
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HUB BY HAND. DO NOT TWIST IT. A MINIMUM OF 80% GAGE FIT
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CLEAN GAGE SHALL THEN BE SNAPPED FORCIBLY INTO THE TEST
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LIGHTLY COVER THE HUB BORE WITH BLUING COMPOUND. THE
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CONTACT FIT WITH TAPER PLUG GAGE PER SEPTA DWG. A-1764.
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Q.C. INSPECTION SHALL INCLUDE AN 80% MINIMUM BLUING
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E
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5- %%uINSPECTION CRITERIA%%u:
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F
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SEPT
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8,'06
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REMOVE NICKEL PLATING AT SEAL
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R.D.
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LOCATION
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F
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B.L.
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R.M.
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Technical Services Contract 94 0716

AutoCAD SHX Text
DO NOT SCALE THIS DRAWING
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ALL DIMENSIONS ARE:
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INCHES
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MILLIMETERS
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OTHER
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TOLERANCES UNLESS
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OTHERWISE SPECIFIED
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ANGULAR
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.XX
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.XXX
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+
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-
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+
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-
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+
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-
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NEXT ASSEMBLY
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REDRAWN BY
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CHECKED BY
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MATERIALS
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QUALITY
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PROJECT ENGR
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STANDARDS MANAGER
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DATE
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Southeastern Pennsylvania Transportation Authority
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INTEGRATED LOGISTIC SUPPORT DEPARTMENT
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TITLE
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SIZE
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SCALE
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DWG. NO.
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REV.
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SPEC. NO.
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SHEET NO.
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1
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1
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X
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.06
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.030
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1%%d
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OF
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D
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DESCRIPTION
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SPECIFICATIONS
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QTY
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ITEM
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MATERIAL LIST
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S-2557
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6
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5
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4
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3
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2
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1
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L.R.V. CARS
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D-2763
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ARMATURE COIL
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(SKEWED)
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1460-L TRACTION MOTOR
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R.DellaPenna
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APR
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24
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'91
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SLEEVING
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FINISH TAPE
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SEAL TAPE
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COIL
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HOLD CONDUCTOR & WRAPPER
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TOP & BOTTOM WRAPPER
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2.50" OF #9 GLASS SLEEVING
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6 YDS OF .005 X .750 GLASS TAPE
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2.5 YDS OF .001 X 1.00 KAPTON TAPE
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3.62 X 9.19 OF .006 KAPTON TAPE
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1 YD OF .0025 X .500 KAPTON ADHESIVE TAPE
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39.25 OF .091 X .144 DOUBLE (HEAVY) FUSED KAPTON WIRE
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10
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1
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1
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1
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2
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4
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1. SLOT LOCATING DIMENSION BASED ON RELATIVE POSITION
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AT OF CORE.
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2. DO NOT TIN OR FLUX COIL LEADS, COIL IS TO BE TIG WELDED.
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3. TEST CONDUCTOR TO CONDUCTOR AT 1000 VOLTS MOMENTARILY.
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CORE SECTION OF COIL (8.25 LENGTH) MUST BE CAPABLE OF
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WITHSTANDING 5600 VOLTS TO GROUND FOR 15 SECONDS.
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4. "ONE SET" CONSISTS OF 39 COILS, 23.6 LBS. PER SET.
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C
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L
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%%UNOTES
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%%C.12 PIN
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2.12
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2.38
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2.68
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3.00
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0.25
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19.81
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3.00
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COND. #1
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COND. #2
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COND. #3
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COND. #4
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SEE VIEW 'E'
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SKIN LEADS THIS MUCH BEFORE BENDING
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%%USHOP PREPARATION
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NOT TO SCALE
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(.26)
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.048%%P.002
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SEE NOTE 2
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1.06
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.25
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2 X R 1.00
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(TO END OF FLASHING)
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%%UNOTE%%U: TOOL RADIUS TO BE MADE WITH R .25
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TYPICAL FOR TOP AND
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BOTTOM LEADS
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%%UVIEW 'C'
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SCALE- 2 : 1
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(1.31)
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%%UVIEW 'E'
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#2 AND #4
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CONDUCTORS
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INSTALL SLEEVING
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6
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AFTER FORMING HAIRPIN
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C
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L
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PIN
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PLUS 3 TURNS AROUND
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COIL AND END
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%%UVIEW `D`
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LOOKING AT COMM. END
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%%UNOTE%%U: HOLD TOP CONDUCTOR OF
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BOTTOM LEADS BY INTERWEAVING END
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OF FINISH TAPE AS SHOWN, THEN
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CONTINUE AROUND COIL AND HOLD
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END BY PULLING BETWEEN COIL LEADS.
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NOT TO SCALE
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NOT TO SCALE
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TOP
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.19 CREASE
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9.19
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3.62
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2
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%%UWRAP DETAIL
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3.25 TURNS
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SCALE- 1 : 2
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.156
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.220 FINISH SIZE (SLOT)
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.186 INSULATED DIAMOND
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.416
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.480 FINISHED
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UNINSULATED
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UNINSULATED
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SIZE
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SCALE- 1 : 2
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SCALE- 4 : 1
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%%C.125 PIN
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ON FORMER
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COMMUTATOR
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152 BARS
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THROW 1-2
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THROW 1-10
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38 SLOTS
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ARMATURE
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%%C9.750
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8.250 CORE
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2.62
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INSULATED
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.50
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2.50
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.50
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.38
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.44
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4
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3
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2
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1
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1
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2
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3
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4
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.201
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CHORD
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C
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L
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SLOT
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R4.28
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R3.78
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%%C9.75
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SLOT 1; SEE NOTE 1
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SLOT 10; SEE NOTE 1
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SEE NOTE 2
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6.613
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CHORD
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R4.28
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%%C9.75
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0.38
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15%%127
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0.66
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.59
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SLOT 10; SEE NOTE 1
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3.55
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3.55
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CHORD
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CHORD
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R3.81
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SLOT
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C
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L
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SLOT 1; SEE NOTE 1
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1.01
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1.09
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R.38
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R.38
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0.12
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C
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L
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PIN
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C
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L
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C
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L
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C
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L
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A
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A
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A
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A
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C
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L
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.50
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1.44
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9.19
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1.22
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0.66
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0.44
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0.12
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.50
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.50
AutoCAD SHX Text
.112 BARE SPACE
AutoCAD SHX Text
.64
AutoCAD SHX Text
0.34
AutoCAD SHX Text
R .25
AutoCAD SHX Text
R .25
AutoCAD SHX Text
0.34
AutoCAD SHX Text
2.81
AutoCAD SHX Text
DEVELOPED
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
PIN
AutoCAD SHX Text
3.19
AutoCAD SHX Text
DEVELOPED
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
0.41
AutoCAD SHX Text
R .25
AutoCAD SHX Text
1.44
AutoCAD SHX Text
4.12
AutoCAD SHX Text
0.50
AutoCAD SHX Text
8.25
AutoCAD SHX Text
9.19
AutoCAD SHX Text
0.44
AutoCAD SHX Text
1.47
AutoCAD SHX Text
0.41
AutoCAD SHX Text
R .25
AutoCAD SHX Text
0.41
AutoCAD SHX Text
END OF SKINNING
AutoCAD SHX Text
0.12
AutoCAD SHX Text
END OF FLASHING
AutoCAD SHX Text
SEE VIEW 'C'
AutoCAD SHX Text
END OF
AutoCAD SHX Text
SLEEVING
AutoCAD SHX Text
R .25
AutoCAD SHX Text
0.68
AutoCAD SHX Text
.133 BARE SPACE
AutoCAD SHX Text
OF LEG RADIUS
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
PULL END OF FINISH TAPE
AutoCAD SHX Text
BETWEEN LEADS 1 AND 2
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
OF LEG RADIUS
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
R .25
AutoCAD SHX Text
CORE
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
CORE
AutoCAD SHX Text
END OF FLASHING
AutoCAD SHX Text
SEE VIEW 'C'
AutoCAD SHX Text
END OF SLEEVING
AutoCAD SHX Text
END OF SKINNING
AutoCAD SHX Text
SEE VIEW 'D' FOR INTERWEAVING
AutoCAD SHX Text
ALL AROUND AS SHOWN, NEXT TO INSULATED CONDUCTOR
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
1 LAYER, 2/3 LAPPED KAPTON, TOP AND BOTTOM LEGS
AutoCAD SHX Text
OVER ITEM 4
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1 LAYER BUTTED ON SLOT SECTION, 1/2 LAPPED ON DIAMONDS
AutoCAD SHX Text
TEST CONDUCTOR TO CONDUCTOR AT 1000 VOLTS
AutoCAD SHX Text
MOMENTARILY. CORE SECTION OF COIL (8.25"
AutoCAD SHX Text
LENGTH) MUST BE CAPABLE OF WITHSTANDING
AutoCAD SHX Text
5600 VOLTS TO GROUND FOR 15 SECONDS.
AutoCAD SHX Text
W=.206
AutoCAD SHX Text
1 1/2 TURNS
AutoCAD SHX Text
4 PLACES
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
1:1 or as noted
AutoCAD SHX Text
C-2877
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H.Tyler
AutoCAD SHX Text
MAY
AutoCAD SHX Text
9
AutoCAD SHX Text
'91
AutoCAD SHX Text
H.Tyler
AutoCAD SHX Text
MAY
AutoCAD SHX Text
9
AutoCAD SHX Text
'91
AutoCAD SHX Text
R.B.Black
AutoCAD SHX Text
%%USECTION "A-A"
AutoCAD SHX Text
%%UASSEMBLY
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Technical Services Contract 95 0716

Page 114: CONTRACT DOCUMENTS AND SPECIFICATIONS FOR PROJECT 16-00238-APQC … · 2019-08-05 · CONTRACT DOCUMENTS AND SPECIFICATIONS FOR PROJECT 16-00238-APQC LRV Traction Motor Armature Rewind

Technical Services Contract 96 0716