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Contract - EARTC Telecomminications, LLC dba EARTC - 8/13/2020 CITY OF ROUND ROCK ORIGINAL TRANSPORTATION DEPARTMENT s.: e a ♦� r ROUND ROCK TEXAS Project Manual For: TRAFFIC SIGNAL AT HESTERS CROSSING RD & LA FRONTERA BLVD JUNE 2020 6.12.2020 P . OF -£Xq• s i* • * Prepared By: • TIMOTHY GRIMES e • 100107 1.11) ,-.• k� �Q • L• NG 710 Hesters Crossing Rd#150 Round Rock, TX 78681 APPROVED BY CIA AT OR EY ANImt. TBPE Firm Registration No F-754 TRAFFIC SIGNAL AT HESTERS CROSSING RD & LA FRONTERA BLVD Table of Contents Section Description No. of Pages 00020 Notice to Bidders 1 00100 Instructions to Bidders 4 Exhibit A 1 00200 Bid Bond 2 00300 Bid Form 14 00410 Statement of Bidder's Safety Experience 1 00500 Agreement 5 00600 Insurance & Construction Bond Forms Performance &Payment Bond Instructions 1 Insurance Instructions 1 00610 Performance Bond 2 00620 Payment Bond 2 00650 Certificate of Liability Insurance 1 00700 General Conditions 42 00800 Supplemental General Conditions 1 00900 Special Conditions 5 Oncor Special Conditions 1 01000 Technical Specifications 102 Special Provisions 1 Oncor Specifications 34 02000 Plans, Details and Notes 56 Plan Set entitled Signal Design Plans for Hesters Crossing Road at La Frontera Blvd Sheet 1 through 56 8-2016 00090665 Table of Contents 00020 NOTICE TO BIDDERS NOTICE TO BIDDERS Sealed bids addressed to Matthew Bushak, City of Round Rock, Transportation Department, 3400 Sunrise Road, Round Rock, TX 78665, for furnishing all labor, material and equipment and performing all work required for the project titled, Traffic Signal at Hesters Crossing Road&La Frontera Blvd(project includes installation of a traffic signal and other work as described in the plans, specifications, and contract documents),will be received until Thursday July 16,2020 at 2:00 pm,then publicly opened and read aloud at the same address. Bid envelopes shall state date and time of bid and"Traffic Signal at Hesters Crossing Road&La Frontera Blvd". Bids must also be accompanied by a "Statement of Bidder's Safety Experience" included in Section 410 of the Project Manual. No bids may be withdrawn after the scheduled opening time. Any bids received after scheduled bid opening time will be returned unopened. Bids must be submitted on City of Round Rock bid forms and must be accompanied by an acceptable bid security as outlined in the Instructions to Bidders, payable to the City of Round Rock, Texas equal to five percent (5%) of the total bid amount. Plans, Bid Forms, Specifications, and Instructions to Bidders may be obtained from the City of Round Rock website at the following web address: https://www.roundrocktexas.gov/businesses/solicitations/ and at www.civcastusa.com. Bidders shall be responsible for printing or obtaining prints of the aforementioned documents as necessary. For questions please contact the City's Project Manager, Matthew Bushak , at(512) 341-3318. A non-mandatory pre-bid conference is scheduled for July 9, 2020, at 10:00 a.m. at the Round Rock Public Works Facility located at 3400 Sunrise Road, Round Rock, Texas 78665. In case of ambiguity,duplication, or obscurity in the bids,the City of Round Rock reserves the right to construe the meaning thereof. The City of Round Rock further reserves the right to reject any or all bids and to waive any informalities and irregularities in the bids received. The successful bidder will be expected to execute the City of Round Rock's standard contract and to furnish performance and payment bonds, all as described in the bid documents. Contractors and subcontractors shall pay to laborers,workmen,and mechanics the prevailing wage rates as determined by the City of Round Rock. Publish Dates: Round Rock Leader 6/25/2020 7/02/2020 00020 10-2015 Notice to Bidders 00193093 Page 1 00100 INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS 1. Prior to submitting any bid,bidders are required to read all drawings(plans),specifications, and all other Project Manual and/or Contract Documents carefully; to inform themselves by their independent research, test and investigation of the difficulties to be encountered and judge for themselves of the accessibility of the Work and all attending circumstances affecting the cost of doing the Work and the time required for its completion and obtain all information required to make a bid. The aforementioned documents may only be obtained from the City's website at the following web address: https://www.roundrocktexas.gov/businesses/solicitations/ or www.civcastusa.com . Bidders shall be responsible for printing or obtaining prints of the aforementioned documents as necessary. 2. Should the bidder find discrepancies in, or omissions from the drawings (plans), specifications, or other Project Manual and/or Contract Documents, or should he be in doubt as to their meaning, he should notify at once the City and obtain clarification or addendum prior to submitting any bid. Any addenda issued will be posted with the documents at the web address mentioned in 1 above no later than two business days prior to the Bid Opening Date. Prior to submitting a bid, the bidder is responsible for determining if any addenda have been issued and for following any instructions required in any addenda issued. T� L,_11 L,. LL.. responsibility P�.L.. bidder __ a. that L_„ L_.1 .] 4.l_, 1._,.,. 3. It shall a L11C responsibility of he bIUUCI to see L11at his u1U is received at the place and time named in the Notice to Bidders in the Project Manual. Bids received after the scheduled opening time will be returned unopened. 4. Bids shall be submitted in sealed envelopes plainly marked "Sealed Bid" and showing the name of the project, the job number if applicable, and the opening date and time. 5. Bidders shall be responsible for submitting a copy of the City's Bid Form, Bid Bond Form, and Statement of Bidder's Safety Experience from the Project Manual documents posted at the web address as described in 1 above. 6. Bids shall be accompanied by a bid security consisting of a certified cashier's check in an amount not less than five percent (5%) of the total maximum bid price, payable without recourse to the City of Round Rock,or a bid bond in the same amount from a reliable surety company, as a guarantee that the bidder will enter into a contract and execute performance and payment bonds, as stipulated by item 15 below, within ten (10) days after notice of award of contract to him. Bid securities must be submitted in the same sealed envelope with the bid. Bids submitted without a bid security may not be considered at the sole discretion of the City. Page 1 00100 2-2016 Instructions to Bidders 00090650 7. If awarded the bid,the bidder must complete a Form 1295 electronically on the Texas Ethics Commission (TEC) Website at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm and submit the signed and notarized Form 1295 within ten (10) business days of notification of the award. Instructions for completing a Form 1295 are attached as Exhibit "A" to the Instructions to Bidders. 8. No conditional bids will be accepted. 9. A bidder wishing to withdraw his submitted sealed bid prior to the scheduled bid opening time must do so by presenting in person a written request signed by an authorized representative of the bidder to a City employee at the location for which sealed bids are to be addressed. No telephone, facsimile, or email requests will be accepted. The City will expend the time and effort that the City in its sole discretion determines is necessary to investigate the authenticity of a request before complying with a request. The City shall in its sole discretion determine if the City will comply with a request and the City shall not be held liable for not complying with a request. If the City does not comply with a request, the request shall automatically become null and void. 10. A bidder wishing to revise his sealed bid after submittal but before the scheduled bid opening time must first withdraw his bid as provided for in the Instructions to Bidders and then submit a sealed bid in accordance with the Instructions to Bidders. No revisions to a bid will be allowed after the scheduled bid opening time. The bidder shall be responsible for ensuring the amount of the bid security is as specified in the Instructions to Bidders. 11. All bid securities will be returned to the respective bidders within twenty-five (25) days after bids are opened, except those which the City elects to hold until the successful bidder has executed the Agreement. Thereafter, all remaining securities, including security of the successful bidder, will be returned within sixty (60) days. 12. Until the award of the contract, the City reserves the right to reject any and all bids and to waive technicalities; to advertise for new bids; or to do the work otherwise when the best interest of the City will be thereby promoted. 13. In case of ambiguity or lack of clarity in the statement of prices in the bids,the City reserves the right to consider the most favorable analysis thereof, or to reject the bid. Unreasonable and/or unbalanced prices submitted in a bid may result in rejection of such bid or other bids. 14. Award of the contract, if awarded, will be made within sixty (60) days after opening of the bids, and no bidder may withdraw his bid within said sixty (60) day period of time unless a prior award is made. A Notice to Proceed will be issued within sixty (60) days after contract Execution Date as defined in the General Conditions. 15. Within ten (10) days after written notification of award of the contract, the successful bidder must furnish a performance bond and a payment bond in the amount of one hundred Page 2 00100 2-2016 Instructions to Bidders 00090650 percent (100%) of the total Contract Amount. Said performance bond and payment bond shall be from an approved surety company holding a permit from the State of Texas, indicating it is authorized and admitted to write surety bonds in this state. In the event the bond exceeds $100,000.00, the surety must also (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000.00 from a reinsurer that is authorized and admitted as a reinsurer in this state and is the holder of a certificate of authority from the United States secretary of the treasury to qualify as a surety or reinsurer on obligations permitted or required under federal law. In determining whether the surety or reinsurer holds a valid certificate of authority,the City may rely on the list of companies holding certificates of authority as published in the Federal Register covering the date on which the bond is to be executed. 16. Failure to execute the Agreement within ten (10) days of written notification of award or failure to furnish the performance bond and payment bond as required by item 15 above, shall be just cause for the annulment of the award. In case of annulment of the award, the bid security shall become the property of the City, not as a penalty, but as liquidated damages. 17. No contract shall be binding upon the City until it has been signed by its Mayor after having been duly authorized to do so by the City Council. 18. The Contractor shall not commence Work under the Agreement until he has furnished certification of all insurance required and such has been approved by the City,nor shall the Contractor allow any Subcontractor to commence work on his subcontract until proof of all similar insurance that is required of the subcontractor has been furnished and approved. The Contractor's insurer shall use the certificate of insurance form included in the bid documents or the standard ACORD form. 19. If the bidder's insurance company is authorized, pursuant to its agreement with bidder, to arrange for the replacement of a loss, rather than by making a cash payment directly to the City,the insurance company must furnish or have furnished by bidder, a performance bond in accordance with Section 2253.021(b), Texas Government Code, and a payment bond in accordance with Section 2253.021(c). 20. Any quantities given in any portion of the Bid Documents, including the drawings (plans), are estimates only, and the actual amount of work required may differ somewhat from the estimates. The basis for payment shall be the actual amount of work done and/or material furnished as specified in the General Conditions. 21. Bids shall be submitted on a separated contract basis. No Texas sales tax shall be included in the prices bid for materials consumed or incorporated into the Work. This contract is issued by an organization which is qualified for exemption pursuant to the provisions of Section 151.309(5) of the Texas Tax Code. The City will issue an exemption certificate to the Contractor. The Contractor must then issue a resale certificate to the material supplier Page 3 00100 2-2016 Instructions to Bidders 00090650 for materials purchased. The Contractor must have a valid sales tax permit in order to issue a resale certificate. Upon obtaining consumable materials, the Contractor will issue a resale certificate in lieu of payment of sales tax, and the following conditions shall be observed; 1) The Contractor will transfer title of consumable, but not incorporated, materials to the City at the time and point of receipt by the Contractor; 2) The Contractor will be paid for these consumable materials by the City as soon as practicable. Payment will not be made directly but considered subsidiary to the pertinent bid item. The Contractor's monthly estimate will state that the estimate includes consumables that were received during the month covered by the estimate; and 3) The designated representative of the City must be notified as soon as possible of the receipt of these materials so that an inspection can be made by the representative. Where practical, the materials will be labeled as the property of the City. 22. The Contractor, after execution of the contract and pursuant to Internal Revenue Service (IRS) regulations, shall furnish its Taxpayer Identification Number (TIN) to the City. The Contractor shall provide the appropriate information on a W-9 form(which can be provided by the City upon request). This form shall be submitted directly to the City's Accounts Payable Department to ensure security of the information. 23. If the Bid Form includes Add and/or Deduct Alternate bid items and/or otherwise provides for Alternate bids, the City will determine whether to select or not select one or more of the Add and/or Deduct Alternate bid items and/or Alternate bids at the City's sole discretion and for its greatest advantage. If the City selects any Add and/or Deduct Alternate bid items, the total bid amount will be determined by adding the amount of the selected Add Alternate(s)to,and deducting the amount of the selected Deduct Alternate(s) from the Base Bid or the selected Alternate bid. Page 4 00100 2-2016 Instructions to Bidders 00090650 EXHIBIT "A" FORM 1295 INSTRUCTIONS Pursuant to newly enacted Section 2252.90 of the Texas Government Code, as of January 1, 2016, any business entity entering into a contract with a local government that requires approval of the governing body must submit a disclosure of interested parties to the local governmental prior to the execution of the contract. The Texas Ethics Commission(TEC)has adopted a form for the disclosure of interested parties (Form 1295)and has created a website application for business entities to submit the required information. The City of Round Rock may not enter into a contract that requires the approval of the City Council until the business entity that is a party to the contract files a Form 1295 with the City Clerk. The instructions to complete Form 1295 and file it with the City Clerk are as follows: 1. Upon being notified of a bid award,the award recipient("business entity")must go to the following website: https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm and follow the login directions on the website application to complete a Form 1295. If this is a business entity's first time logging on to the website application, the business entity must create a login Username and Password and then follow the application's instructions to complete a Form 1295. 2. The City does not have a Contract ID Number System. Please insert the project name in this box. 3. Even if a business entity has no interested parties, Form 1295 still must be completed using the website application and filed with the City Clerk. 4. Once confirmation is received that the information has been submitted, the business entity MUST print, sign and notarize the printed out completed Form 1295. 5. The signed and notarized Form 1295 must be filed with the Clerk of the City of Round Rock within ten (10) business days of the date of notification of the award. The signed and notarized Form 1295 may be scanned and e-mailed to swhite(a roundrocktexas.gov OR mailed or hand-delivered to the address below. 6. Once the City Clerk receives the signed and notarized Form 1295, the City Clerk will submit confirmation of receipt through the TEC website application within thirty(30)days of the filing of Form 1295. 7. This process must be followed for each contract a business entity enters into with the City of Round Rock. 8. A Form 1295 cannot be handwritten. It must be completed electronically through the TEC website application. 9. If you have any questions regarding the filing of Form 1295, please contact: Sara White,City Clerk 221 East Main Street Round Rock,Texas 78664 Phone: (512)218-5404 Fax: (512)218-7097 E-mail: swhite@roundrocktexas.gov roundrocktexas.gov 00200 BID BOND BID BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF WILLIAMSON § That EAR Telecommunications,LLC dba EARTC of the City of Austin County of Travis State of Texas as Principal, and United Fire& Casualty Company authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto the CITY OF ROUND ROCK, TEXAS ("Owner"),in the penal sum of Five Percent (5%) of the total amount of the Bid of the Principal submitted to the Owner,for the Work described below;for the payment whereof,well and truly to be made, and the said Principal and Surety do herby bind themselves and their heirs, administrators, executors, successors and assigns,jointly and severally, as follows: In no case shall the liability of the Surety hereunder exceed the sum of( Five Percent of Amount Bid Dollars ($ 5% of Amount Bid ). THE CONDITIONS OF THIS OBLIGATION ARE SUCH that,whereas,the Principal has submitted the above-referenced Bid to the Owner, for construction of the Work under the "Specifications for Construction of TRAFFIC SIGNAL AT HESTERS CROSSING RD& LA FRONTERA BLVD for which Bids are to be opened at the office of Owner on the 16th day of July ,20 20 . NOW, THEREFORE, if the Principal is awarded the Contract, and within the time and manner required under the "Instructions to Bidders," after the prescribed forms are presented to her/him for signature,enters into a written Agreement substantially in the form contained in the Bid Documents, in accordance with the Bid, and files the two (2) bonds with the Owner, one to guarantee faithful performance and the other to guarantee payment for labor and materials,then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect. In the event that suit is brought upon this Bond by the Owner and judgment is recovered,said Surety shall pay all costs incurred by the Owner in such suit,including a reasonable attorney's fee to be fixed by the Court. IN WITNESS WHEREOF,the said Principal and Surety have signed this instrument on this the 10th day of the month of July 20 20 . EAR Telecommunications, LLC dba EARTC United Fire & Casualty Company Principal Surety David T. Satine Printed Name _ Printed Name By: By: Title: Nc- Title: Att r e -in-Fact Address: 14719 US Highway 290 East, #106 Address: . O. Box 73909 Manor, Texas 78653 Cedar Rapids, IA 52407 - 3909 00200 9-2015 Page 1 Bid Bond 00090652 Resident . ,f.nt of Surety: Signatu e David T. Satine Printed Name 100 Commons Rd, Suite 178 Street Address Dripping Springs, TX. 78620 City, State,Zip Page 2 00200 9-201 Bid Bond 00090652 UNITED FIRE&CASUALTY COMPANY,CEDAR RAPIDS,IA Inquiries: Surety Department Ufg UNITED FIRE&INDEMNITY COMPANY,WEBSTER,TX 118 Second Ave SE FINANCIAL PACIFIC INSURANCE COMPANY,ROCKLIN,CA Cedar Rapids,IA 52401 CERTIFIED COPY OF POWER OF ATTORNEY INSURANCE (original on file at Home Office of Company—See Certification) KNOW ALL PERSONS BY THESE PRESENTS,That United Fire&Casualty Company,a corporation duly organized and existing under the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific Insurance Company,a corporation duly organized and existing under the laws of the State of California(herein collectively called the Companies),and having their corporate headquarters in Cedar Rapids,State of Iowa,does make,constitute and appoint DAVID T. SATINE, WARREN ALTER, JONATHAN BURSEVICH, EACH INDIVIDUALLY their true and lawful Attomey(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $20,000,000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney,pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by United Fire&Casualty Company,United Fire& Indemnity Company,and Financial Pacific Insurance Company. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15,2013,by the Boards of Directors of United Fire&Casualty Company,United Fire&Indemnity Company,and Financial Pacific Insurance Company. "Article VI—Surety Bonds and Undertakings" Section 2,Appointment of Attorney-in-Fact. "The President or any Vice President,or any other officer of the Companies may, from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Companies in the execution of policies of insurance,bonds,undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby,and the Corporate seal,may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature and seal,when so used,being adopted by the Companies as the original signature of such officer and the original seal of the Companies,to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys-in-fact,subject to the limitations set of forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President,the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney-in-fact. IN WITNESS WHEREOF,the COMPANIES have each caused these presents to be signed by its `��,,tiss� `��4� Tl,�� �G�F��ItNS��gy vice president and its corporate seal to be hereto affixed this 3rd day of December, 2019 R .,� .pk oo. 3 t,. ��`�QP,:04POgq�.cf, 1W CORPORATE �C% w CORPORATE 3= _Q��° Sio = UNITED FIRE&CASUALTY COMPANY -�- � z -�- 7. =U; �uLY22 _ 1. SEAL �� z° SEAL t` 1986 UNITED FIRE&INDEMNITY COMPANY d ♦o���� �ii'tF e���� '�'•c;4C/FOP�\e'•<_�: �RRnrms`�O� /.,,eSt�aT£".�� ' ..\- FINANCIAL PACIFIC INSURANCE COMPANY llllllllll� l/lIIIIIILI\ I1111111111111\ V By: State of Iowa,County of Linn,ss: Vice President On 3rd day of December, 2019, before me personally came Dennis J. Richmann to me known,who being by me duly sworn,did depose and say;that he resides in Cedar Rapid.s,State of Iowa;that he is a Vice President of United Fire & Casualty Company, a Vice President of United Fire & Indemnity Company, and a Vice President of Financial Pacific Insurance Company the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporations. sot, Judith A.Jones o ' Iowa Notarial Seal • tyre Commission number 173041 Notary Public owh My Commission Expires 4/23/2021 My commission expires:4/23/2021 I,Mary A.Bertsch,Assistant Secretary of United Fire&Casualty Company and Assistant Secretary of United Fire&Indemnity Company,and Assistant Secretary of Financial Pacific Insurance Company,do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney,with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS,and that the same are correct transcripts thereof,and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Corporations this 10th day of July ,20 20 ‘,„..ASt414!, �O��I�iNocyNO,,i .00�F�CItINSbgq''''o t CORPORATE Va 13,2 CORPORATE 3= `Q�say 2, ASEAL 3 SEAL `� 32/0e-h-) gas BY: LiifidIgs, °�� di� '- s y.' •%� gIIFOR <. Assistant Secretary, RRAprds ",,��e�;;11110' '"',,,rllllln,lo,\4 111''&C&t1I'&I&FPIC !!!l1111111\��� BPOA0049 1217 00300 BID FORM BID FORM PROJECT NAME: TRAFFIC SIGNAL AT HESTERS CROSSING RD AND LA FRONTERA BLVD PROJECT LOCATION: Round Rock, Texas OWNER: City of Round Rock,Texas DATE: June 12,2020 Gentlemen: Pursuant to the foregoing Notice to Bidders and Instructions to Bidders, the undersigned bidder hereby proposes to do all the Work, to furnish all necessary superintendence, labor, machinery, equipment, tools, materials, insurance and miscellaneous items, to complete all the Work on which he bids as provided by the attached Bid Documents, and as shown on the plans for the construction of Traffic Signal at Hesters Crossing Rd&La Frontera Blvd and binds himself on acceptance of this bid to execute the Agreement and bond for completing said Work within the time stated, for the following prices,to wit: Any addenda issued will be posted with the Project Manual and/or Contract Documents on the City's website at https://www.roundrocktexas.gov/businesses/solicitations/ by the close of business on Friday,July 10th,2020 . Prior to submitting a bid, the bidder is responsible for determining if any addenda have been issued and for following any instructions in any addenda issued. Bidder acknowledges receipt of the following Addenda by listing Addendum"number" and"date". N/A BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 1 28 LF REMOVING CONC(CURB) complete in place per for fifteen dollars and zero cents. $15.00 $420.00 2 43 LF REMOVING CONC(CURB AND GUTTER) complete in place per for eighteen dollars and zero cents. $18.00 $774.00 3 158 SY REMOVING CONC (SIDEWALK OR RAMP) complete in place per for fib, dollars and zero cents. $50.00 $7,900.00 00300-9-2015 Page 1 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 4 20 SY BLOCK SODDING complete in place per for thirteen dollars and zero cents. $13.00 $260.00 5 52 LF DRILL SHAFT(TRF SIG POLE) (36 IN) for three hundred and fifty dollars and zero cents. $350.00 $18,200.00 6 2 EA ADJUSTING MANHOLES complete in place per for three hundred and fifty dollars and zero cents. $350.00 $700.00 7 2 EA ADJUSTING MANHOLES (WATER VALVE BOX) complete in place per for two hundred and fifty dollars and zero cents. $250.00 $500.00 8 1 LS MOBILIZATION complete in place per for ten thousand dollars and zero cents. $10,000.00 $10,000.00 9 2 MO BARRICADES, SIGNS AND TRAFFIC HANDLING for three thousand dollars and zero cents. $3,000.00 $6,000.00 10 14 LF CONC CURB (TY II) complete in place per for twenty-two dollars and zero cents. $22.00 $308.00 00300-9-2015 Page 2 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 11 16 LF CONC CURB &GUTTER(TY II) complete in place per for forty dollars and zero cents. $40.00 $640.00 12 107 SY CONC SIDEWALKS (5") complete in place per for twenty-six dollars and zero cents. $26.00 $2,782.00 13 1 EA CURB RAMPS (TY 1) complete in place per for three thousand dollars and zero cents. $3,000.00 $3,000.00 14 1 EA CURB RAMPS (TY 6) complete in place per for three thousand dollars and zero cents. $3,000.00 $3,000.00 15 5 EA CURB RAMPS (TY 7) complete in place per for three thousand dollars and zero cents. $3,000.00 $15,000.00 16 610 LF CONDT(PVC) (SCH 80) (2") complete in place per for nine dollars and zero cents. $9.00 $5,490.00 17 295 LF CONDT(PVC) (SCH 80)(2") (BORE)W/PRESSURE GROUT CONCRETE complete in place per for thirty dollars and zero cents. $30.00 $8,850.00 00300-9-2015 Page 3 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 18 305 LF CONDT(PVC) (SCH 80)(3") complete in place per for ten dollars and zero cents. $10.00 $3,050.00 19 680 LF CONDT(PVC)(SCH 80)(3") (BORE)W/PRESSURE GROUT CONCRETE complete in place per for thirty-five dollars and zero cents. $35.00 $23,800.00 20 90 LF CONDT(PVC) (SCH 80)(4") complete in place per for twelve dollars and zero cents. $12.00 $1,080.00 21 1460 LF ELEC CONDR(NO. 8)BARE complete in place per for two dollars and zero cents. $2.00 $2,920.00 22 1380 LF ELEC CONDR(NO. 8) INSULATED complete in place per for two _ dollars and zero cents. $2.00 $2,760.00 23 85 LF ELEC CONDR(NO. 6)BARE complete in place per for two dollars and zero cents. $2.00 $170.00 24 170 LF ELEC CONDR(NO. 6) INSULATED complete in place per for two dollars and zero cents. $2.00 $340.00 00300-9-2015 Page 4 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 25 650 LF TRAY CABLE(3 CONDR) (12 AWG) complete in place per for two dollars and zero cents. $2.00 $1,300.00 26 6 EA GROUND BOX TY D(162922) W/APRON complete in place per for one thousand dollars and zero cents. $1,000.00 $6,000.00 27 1 EA ELEC SRV TY D 120/240 070 (NS)AL(E)PS (U) complete in place per for six thousand and nine hundred dollars and zero cents. $6,900.00 $6,900.00 28 27 SF ALUMINUM SIGNS (TY A) complete in place per for forty dollars and zero cents. $40.00 $1,080.00 29 1 EA IN SM RD SN SUP&AM TY 10BWG(1) SA(U) complete in place per for nine hundred dollars and zero cents. $900.00 $900.00 30 3 EA REMOVE SM RD SN SUP&AM complete in place per for seventy dollars and zero cents. $70.00 $210.00 31 3 EA REMOVE SM RD SN SUP&AM (SIGN ONLY) complete in place per for seventy dollars and zero cents. $70.00 $210.00 00300-9-2015 Page 5 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 32 612 LF REFL PAV MRK TY I(W) 8" (SLD)(100MIL) complete in place per for two dollars and forty cents. $2.40 $1,468.80 33 557 LF REFL PAV MRK TY I(W) 12" (SLD) (100MIL) complete in place per for five dollars and zero cents. $5.00 $2,785.00 34 130 LF REFL PAV MRK TY I(W)24" (SLD) (100MIL) complete in place per for ten dollars and zero cents. $10.00 $1,300.00 35 9 EA REFL PAV MRK TY I(W) (ARROW)(100MTh) complete in place per for three hundred dollars and zero cents. $300.00 $2,700.00 36 1 EA REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) complete in place per for three hundred dollars and zero cents. $300.00 $300.00 37 4 EA REFL PAV MRK TY I(W) (WORD)(100MIL) complete in place per for three hundred dollars and zero cents. $300.00 $1,200.00 38 50 LF REFL PAV MRK TY II(W) 8" (SLD) complete in place per for two dollars and forty cents. $2.40 $120.00 00300-9-2015 Page 6 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 39 557 LF REFL PAV MRK TY II(W) 12" (SLD) complete in place per for five dollars and zero cents. $5.00 $2,785.00 40 58 LF REFL PAV MRK TY II(W)24" (SLD) complete in place per for ten dollars and zero cents. $10.00 $580.00 41 1 EA REFL PAV MRK TY II(W) (ARROW) complete in place per for three hundred dollars and zero cents. $300.00 $300.00 42 1 EA REFL PAV MRK TY II(W) (DBL ARROW) complete in place per for three hundred dollars and zero cents. $300.00 $300.00 43 200 LF RE PM W/RET REQ TY I(W)4" (BRK)(100 MTh) complete in place per for one dollars and twenty-five cents. $1.25 $250.00 44 36 LF ELIM EXT PAV MRK&MRKS (24") complete in place per for ten dollars and zero cents. $10.00 $360.00 45 2 EA ELIM EXT PAV MRK&MRKS (TPL ARROW) complete in place per for two hundred dollars and zero cents. $200.00 $400.00 00300-9-2015 Page 7 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 46 200 LF PAV SURF PREP FOR MRK(4") complete in place per for zero dollars and forty cents. $0.40 $80.00 47 612 LF PAV SURF PREP FOR MRK(8") complete in place per for zero dollars and seventy-five cents. $0.75 $459.00 48 557 LF PAV SURF PREP FOR MRK (12") complete in place per for one dollars and forty-five cents. $1.45 $807.65 49 130 LF PAV SURF PREP FOR MRK (24") complete in place per for two dollars and eighty-five cents. $2.85 $370.50 50 9 EA PAV SURF PREP FOR MRK (ARROW) complete in place per for seventy-two dollars and zero cents. $72.00 $648.00 51 1 EA PAV SURF PREP FOR MRK( DBL ARROW) complete in place per for seventy-five dollars and zero cents. $75.00 $75.00 00300-9-2015 Page 8 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 52 4 EA PAV SURF PREP FOR MRK (WORD) complete in place per for seventy-five dollars and zero cents. $75.00 $300.00 53 1 EA INSTALL HWY TRF SIG (ISOLATED)* complete in place per for twenty thousand dollars and zero cents. $20,000.00 $20,000.00 54 9 EA VEH SIG SEC(12")LED(GRN) complete in place per for three hundred dollars and zero cents. $300.00 $2,700.00 55 4 EA VEH SIG SEC(12")LED(GRN ARW) complete in place per for three hundred dollars and zero cents. $300.00 $1,200.00 56 9 EA VEH SIG SEC (12")LED(YEL) complete in place per for three hundred dollars and zero cents. $300.00 $2,700.00 * Cost of INSTALL HWY TRF SIG(ISOLATED)shall include the following subsidiary items: TRAFFIC CONTROLLER FOUNDATION EA 1 TRAFFIC SIGNAL CONTROLLER EA 1 TRAFFIC SIGNAL CONTROLLER CABINET EA 1 LED RDWY LUMINAIRE(.25 KW EQ) EA 4 REGULATORY SIGN PANEL R-10-17T(36"X42") EA 4 WIND DAMPNERS EA 3 00300-9-2015 Page 9 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 57 8 EA VEH SIG SEC (12")LED(YEL ARW) complete in place per for three hundred dollars and zero cents. $300.00 $2,400.00 58 9 EA VEH SIG SEC(12")LED (RED) complete in place per for three hundred dollars and zero cents. $300.00 $2,700.00 59 4 EA VEH SIG SEC(12")LED (RED ARW) complete in place per for three hundred dollars and zero cents. $300.00 $1,200.00 60 8 EA PED SIG SEC (LED) (COUNTDOWN) complete in place per for seven hundred and eighty dollars and zero cents. $780.00 $6,240.00 61 9 EA BACK PLATE(12") (3 SEC) complete in place per for eighty-five dollars and zero cents. $85.00 $765.00 62 4 EA BACK PLATE(12") (4 SEC) complete in place per for one hundred and twenty-five dollars and zero cents. $125.00 $500.00 63 534 LF TRF SIG CBL(TY A) (14 AWG) (5 CONDR) for two dollars and fifty cents. $2.50 $1,335.00 64 1672 LF TRF SIG CBL(TY A) (14 AWG) (7 CONDR) for two dollars and eighty cents. $2.80 $4,681.60 00300-9-2015 Page 10 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 65 690 LF TRF SIG CBL(TY A)(14 AWG) (20 CONDR) for four dollars and fifty cents. $4.50 $3,105.00 66 1380 LF TRF SIG CBL(TY C) (14 AWG) (2 CONDR) complete in place per for one dollars and forty cents. $1.40 $1,932.00 67 2 EA REMOVE RDSD FLSH BCN AM(SOLAR PWRD) complete in place per for five hundred dollars and zero cents. $500.00 $1,000.00 68 4 EA INS TRF SIG PL AM(MAST) (INSTALL ONLY) for one thousand dollars and zero cents. $1,000.00 $4,000.00 69 3 EA PED POLE ASSEMBLY* complete in place per for two thousand and five hundred dollars and zero cents. $2,500.00 $7,500.00 70 8 EA PED DETECT PUSH BUTTON (APS) complete in place per for six hundred dollars and zero cents. $600.00 $4,800.00 71 1 EA PED DETECTOR CONTROLLER UNIT complete in place per for two thousand and five hundred dollars and zero cents. $2,500.00 $2,500.00 * Cost of PED POLE ASSEMBLY shall include the following subsidiary items: SLAB PEDESTAL POLE FOUNATION EA 3 00300-9-2015 Page 11 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 72 110 LF ITS COM CBL(ETHERNET) (CAT-5E)(RADIO) complete in place per for two dollars and eighty cents. $2.80 $308.00 73 110 LF ITS COM CBL(ETHERNET) (CAT-6)(PTZ) complete in place per for two dollars and eighty cents. $2.80 _ $308.00_ 74 2 EA VIVDS PROSR SYS complete in place per for five thousand and eight hundred dollars and zero cents. $5,800.00 $11,600.00 75 6 EA VIVDS CAM ASSY FXD LNS complete in place per for one thousand five hundred and fifty dollars and zero cents. $1,550.00 $9,300.00 76 1 EA VIVDS CNTRL SOFTWARE complete in place per for three thousand one hundred and fifty dollars and zero cents. $3,150.00 $3,150.00 77 1410 LF VIVDS CABLING complete in place per for two dollars and sixty eight cents. $2.68 $3,778.80 78 1 EA ITERIS EDGE CONNECT CARD complete in place per for one hundred dollars and zero cents. $100.00 $100.00 79 1 EA AXIS NETWORK PTZ CAMERA complete in place per for four thousand and two hundred dollars and zero cents. $4,200.00 $4,200.00 00300-9-2015 Page 12 of 14 Bid Form BASE BID Bid Appr Item Description Item ox. Unit and Written Unit Price Unit Price Amount 80 1 EA COMNET ETHERNET SWITCH complete in place per for one thousand nine hundred and twenty dollars and zero cents. $1,920.00 $1,920.00 81 1 EA TITAN INTEGRATED 5.8 GHZ RADIO complete in place per for two thousand and five hundred dollars and zero cents. $2,500.00 $2,500.00 82 2 EA OPTICOM DETECTOR-GTT MODEL 722 complete in place per for one thousand two hundred&thirty-five dollars and zero cents. $1,235.00 $2,470.00 83 1 EA OPTICOM PHASE SELECTOR- GTT MODEL 764 complete in place per for four thousand and nine hundred dollars and zero cents. $4,900.00 $4,900.00 84 1 EA OPTICOM CARD RACK-GTT MODEL 760 complete in place per for five hundred and five dollars and zero cents. $505.00 $505.00 85 351 LF OPTICOM CABLE-GTT MODEL 138 complete in place per for two dollars and fifty cents. $2.50 $877.50 86 4 EA ILSN(LED) (8S) complete in place per for two thousand three hundred and sixty eight dollars and zero cents. $2,368.00 $9,472.00 87 1 EA POLYMER TRANSFORMER PAD FOR TYPE II(ONCOR) TRANSFORMER complete in place per for five hundred dollars and zero cents. $500.00 $500.00 00300-9-2015 Page 13 of 14 Bid Form TOTAL BASE BID (Items 1 thru 87 ) $ 9 2$,Q 5 5 1 Materials: $86,898.22 All Other Charges: $192,382.63 * Total: $279,280.85 * Note: This total must be the same amount as shown above for "Total Base Bid" If this bid is accepted, the undersigned agrees to execute the Agreement and provide necessary bonds and insurance certification as per the Instructions to Bidders. The undersigned certifies that the bid prices contained in the bid have been carefully checked and are submitted as correct and final. The Owner reserves the right to reject any or all bids and may waive any informalities or technicalities. Respectfully Submitted, 14719 US-HY 290 E Suite 106 Signature Carlos Reyes Manor, TX 78653 Print Name Address President (512)218-4200 Title Telephone EAR Telecommunications, LLC DBA: EARTC Name of Firm 07/16/2020 N/A Date Secretary, if Bidder is a Corporation 00200-9-2015 Page 14 of 14 Bid Form 00410 STATEMENT OF BIDDER'S SAFETY EXPERIENCE Page 1 00410 8-2014 Statement of Bidder's Safety Experience 00090654 Solicitation Requirements, Contract Forms & Conditions of Contract Statement of Bidder's Safety Experience Section 00410 Bidder must submit a signed Statement of Bidder's Safety Experience form with his Bid; failure to do so will constitute an incomplete Bid that may be rejected. In order to make a responsive Bid, Bidder must provide evidence that it meets minimum OSHA construction safety program requirements, has not been fined by OSHA for any willful safety violations in the past three years, and has a lost time injury rate that doesn't exceed the limits established below. All questions must be answered and data given must be clear and comprehensive. If necessary, questions may be answered on separate attached sheets. Company Name: 73D FWW1a g'[USf[a'el»5 643. 73DF5 Address: #&)#+71 GEZ$+"1 eg[fWNo 106,Manor,Texas 78653 Phone: (512)218-4200 Completed by: Carlos Reyes Date: 07/16/2020 1. Does the company have a written construction Safety program? ❑Yes 0 No 2. Does the company conduct construction safety inspections? ®Yes ❑No 3. Does the company have an active construction safety-training program? ['Yes 0 No 4. Has the company been fined by OSHA for any willful safety violations in the past DYes ®No three years? 5. Does the company have a lost time injury rate of 7.8 for SIC 15,or 7.6 for SIC 16, DYes ®No or less over the past three years? Attach the company's OSHA 200/300 logs for the past three years. 6. Does the company or affected subcontractors have competent persons in the following Areas? A. Scaffolding ®Yes ❑No ❑N/A B. Excavation ®Yes ❑No ❑N/A C. Cranes ®Yes ❑No ❑N/A D. Electrical ®Yes ONo ❑N/A E. Fall Protection ®Yes ❑No ❑N/A F. Confined Spaces ®Yes ❑No ❑N/A I hereby certify that the above information is true and correct. Signature Title President Page 1 00410 8-2014 Statement of Bidder's Safety Experience 00090654 Optional Note:You can type input into this form and save it p Because the forms in this recordkeeping package arenlable/writable" PDF documents,you can type into the input form fields and Calculating Injury and Illness Incidence Rates then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto-calculate as appropriate. What is an incidence rate? (c)The number of hours all employees actually various classifications(e.g.,by industry,by An incidence rate is the number of recordable worked during the year.Refer to OSHA Form employer size,etc.).You can obtain these injuries and illnesses occurring among a given 300A and optional worksheet to calculate this published data at www.bls.gov/iif or by calling number of full-time workers(usually 100 full- number. a BLS Regional Office. time workers)over a given period of time You can compute the incidence rate for all (usually one year).To evaluate your firm's injury recordable cases of injuries and illnesses using the and illness experience over time or to compare following formula: your firm's experience with that of your industry Total number of injuries and illnesses X 200,000'• as a whole,you need to compute your incidence Number of hours worked by all employees=Total Worksheet rate.Because a specific number of workers and a recordable case rate specific period of time are involved,these rates can help you identify problems in your workplace (The 200,000 figure in the formula represents the and/or progressyou mayhave made in preventingnumber of hours 100 employees working 40 hours Total number of Number of P hours worked Total recordable work-related injuries and illnesses. per week,50 weeks per year would work,and injuries and illnesses by all employees case rate provides the standard base for calculating How do you calculate an incidence incidence rates.) 0 X 200,000 39 312.00 rate? You can compute the incidence rate for r recordable cases involving days away from work, You can compute an occupational injury and days of restricted work activity or job transfer illness incidence rate for all recordable cases or (DART)using the following formula: for cases that involved days away from work for ° your firm quickly and easily.The formula (Number of entries in column H+Number of yrequires that you follow instructions in paragraph entries in column I)X 200,000_Number of hours 0 .s worked all employees=DART incidence rate O (a)below for the total recordable cases or those in byNumber of ma paragraph(b)for cases that involved days away You can use the same formula to calculate J t from work,and for both rates the instructions in Number of entries in hours worked DART incidence y4 incidence rates for other variables such as cases Column H+Column I by all employees rate p paragraph(c). involving restricted work activity(column(I)on (a)To fend out the total number of recordable x 200,000 — 39 312.00 = 0 Gt = n injuries and illnesses that occurred during the (column(M-2)on Form 300A),etc.Just substitute sorders O r t year,count the number of line entries on your 42 the appropriate total for these cases,from Form 0 y r OSHA Form 300,or refer to the OSHA Form 300A,into the formula in place of the total number de 300A and sum the entries for columns(H),(I), of injuries and illnesses. O c and(J). Reset y g (b)To find out the number of injuries and What can I compare my incidence rate oillnesses that involved days away from work, to? count the number of line entries on your OSHA Form 300 that received a check mark in column The Bureau of Labor Statistics(BLS)conducts a (H),or refer to the entry for column(H)on the survey of occupational injuries and illnesses each OSHA Form 300A. year and publishes incidence rate data by OSHA ss Form 300(Rev.04/2004) Note:You can type input into this form and save it. P Attention:This form contains information relating to Lo of Work—Related Because the forms in this recordkeeping package are"tillable/writable" employee health and must be used in a manner that 17 gPDF documents,you can type into the input form fields and protects the confidentiality of employees to the extent Year 20 ---_-:-"n then save your inputs using the free Adobe PDF Reader.In addition, possible while the information is being used for Injuri U.S.Department of Labor es and Illnesses the forms are programmed to auto-calculate as appropriate. occupational safety and health purposes. Occupational Safety and na.lth AdministrationLabor Please Record: Reminders: Form approved OMB no.1218.0176 •Information about every work-related death and about every work-related injury or illness that involves loss of •Complete an Injury and Illness Incident Report(OSHA Form 301)or equivalent consciousness,restricted work activity orjob transfer,days away from work or medical treatment beyond first aid form for each injury or illness recorded on this form.Ifyou're not sure whether a Establishment name EAR Telecommunications,LLC DBA:EARTC •Significant work-related injuries and illnesses that are diagnosed by a physician or licensed health care professional. case is recordable,call your local OSHA office for help. •Work-related injuries and illnesses that meet any of the specific recording criteria listed in 29 CFR Part 1904.8 Feel free to use two lines for a single case if you need to. AuSti n Texas through 1904.11. •Complete the 5 steps for each case. CRy State Step 1.Identify the person Step 2.Describe the case Step 3.Classify the case Step 4. Step 5. SELECT ONLY ONE circle based on the (A) (B) (C) (D) (E) (F) most serious outcome: Enter the number of •:.:`E.."..°^w"....,_�. days the injured or III Select one column: Case Employee's name Job title Date of injury Where the event occurred Describe injury or illness,parts of body worker was: no. (e.g.,Welder) or onset of (e.g.,Loading dock north end)affected,and object/substance that „_ illness directly injured or made person ill(e.g., Remained at Work il lra (e.g.,2/10) Second degree burns on right forearm from acetylene torch) Days away Job tranafar Other record- Awry On Job (M) Dead, from work or rastrlctlon able caws from transferor I'2 work restriction (` .a b (G) (H) (I) w) (K) tL> N o o,9 y _ <e Reset I / 0 0 0 0 (1) (2) (3) (4) (5) (6) nonth/day _days _ays 000000 Reset I 0 0 0 0 _days _days 0 0 0 0 0 C month/day Reset I 0 0 0 0 _days —days 00000C month/day Reset I 0 0 0 0 _darn _days 00000C month I day Reset I day 0 0 0 0 month dons _days 0 0 000 C Reset 0 0 0 0 _days -days 00 000 C month/day I Reset I I day 0 0 0 0 rronih 00000C _days _days I Reset, D O D O 00000C manthldey _days _days Reset I I day 0 0 0 0 month _days _days 0 000 0 C Reset I 0 0 0 0 month/day _days _days 0 0 00 0 C Public reporting burden for this collection of information is estimated to average 14 minutes per response,including time to review the Ir Page totals , 0 0 0 0 0 0 0 0 0 0 0 0 instructions,search and gather the data needed,and complete and review the collection of information.Persons are not required to I Add a Form Page respond to the collection of information unless it displays a currently valid OMB control number.If you have any comments about these It b Be sum to transfer those totals to the Summary page(Form 300A)before you past it. �' '( C o y o o Q estimates or any other aspects of this data collection,contact:OS Department of tabor,OSHA Office of Statistical Analysis,Room gg — o N-3644,200 Constitution Avenue,NW,Washington,DC 20210.Do not send the completed forms to this office. = 'v -c5,t g .2 Os a Q' (1) (2) (3) (4) (5) (6) OSHA's Form 300A Rev.04/2004 Note:You can type input into this form and save it. In( Because the forms in this recordkeeping package are"tillable/writable" Year 20 17 PDF documents,you can type into the input form fields and Summary of Work-Related Injuries and Illnesses then save your inputs using the free Adobe PDF Reader. U.S.Department of Labor Occupational Safety and Health Administration Form approved OMB no.1218-0176 All establishments covered by Part 1904 must complete this Summary page,even if no work-related injuries or illnesses occurred during the year. Remember to review the Log to verify that the entries are complete and accurate before completing this summary. Using the Log,count the individual entries you made for each category.Then write the totals below,making sure you've added the entries from every page of the Log.If you had no cases,write"0." Establishment information Employees,former employees,and their representatives have the right to review the OSHA Form 300 in its entirety.They also have limited access to the OSHA Form 301 or its equivalent.See 29 CFR Part 1904.35,in OSHA's recordkeeping rule,for further details on the access provisions for Your utablishmentname EAR Telecommunications,LLC DBA:EARTC these forms. Street 16201 Bratton Lane Number of Cases city Austin State TX Zip 78728 Total number of Total number of Total number of cases Total number of deaths cases with days with job transfer or other recordable Industry description(e.g.,Manufacture of motor truck trailers) away from work restriction cases 0 0 0 0 Traffic Signal and Fiber Optic infrastructure construction (G) (H) (I) (J) North American Industrial Classification(NAICS),if known(e.g.,336212) 2 3 8 2 9 0 Number of Days Employment information(Ifyou don't have these figures,see the Total number of days Total number of days of Worksheet on the next page to estimate.) away from work job transfer or restriction Annual average number of employees 18 0 0 Total hours worked by all emplo ees last year 39,312.00 (K) (L) Sign here Injury and Illness Types Knowingly falsifying this document may result in a fine. Total number of... I certify that I have examined this document and that to the best of (M) my knowledge the entries are true,accurate,and complete. (1)Injuries 0 (4)Poisonings 0 Carlos Reyes President (2)Skin disorders 0 (5)Hearing loss 0 Company executive Title Phone(512)218-4200 Date 12/31/2017 (3)Respiratory conditions 0 (6)All other illnesses 0 Post this Summary page from February'I to April 30 of the year following the year covered by the form. Reset Public reporting burden for this collection of information is estimated to average 58 minutes per response,including time to review the instructions,search and gather the data needed and complete and review the collation of information.Persons are not required to respond to the collection of information unless it displays a currently valid OMB control number.If you have any comments about these estimates or any other aspects of this data collection,contact:US Department of Labor,OSHA Office of Statistical Analysis,Room N-3644,200 Constitution Avenue,NW, Washington,DC 20210.Do not send the completed forms to this office. Note:You can type input into this form and save it. Optional Because the forms in this recordkeeping package are"tillable/ writable"PDF documents,you can type into the input form fields and then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto-calculate as appropriate. Worksheet to Help You Fill Out the Summary At the end of the year,OSHA requires you to enter the average number of employees and the total hours your employees worked on the Summary.If you don't have these figures,you can use the information on this page to estimate the numbers you will need to enter on the Summary page. If you pay about the same number of employees every pay period throughout the year(e.g.,about 100), then you can use that number as your annual average employment.If the number of employees fluctuates from pay period to pay period(e.g.,your business is seasonal or your establishment grew or shrunk during How to figure the total hours all employees worked: the year),then you should use the formula below to calculate employment average. Include hours worked by salaried,hourly,part-time,and seasonal workers, How to figure the average number of employees who worked for your establishment during the year: as well as hours worked by other workers subject to day-to-day supervision by your establishment(e.g.,temporary help service workers). Add up and then enter the number of employees your Do not include vacation,sick leave,holidays,or any other non-work time, Oestablishment paid IN EACH PAY PERIOD during The total number of even if employees were paid for it.If your establishment keeps records of the year.Be sure to include all employees:full-time, employees paid in all pay 018 only the hours paid,or if you have employees who are not paid by the hour, part-time,temporary,seasonal,salaried and hourly. periods throughout the year please estimate the hours that the employees actually worked. If this number isn't available,you can use this optional worksheet to eCount and then enter the number of pay periods your estimate it. establishment had during the year.Be sure to include any pay periods when you had no employees.For example,enter 26 if you have biweekly pay periods The number of pay 0 52.00 or 52 if you have weekly pay periods. periods during the year Optional Worksheet © Divide the number of employees by the number of 0 18 =©0.35 1 8 Find the number of full-time employees in your c pay periods.(See auto-talc.) establishment for the year. '` © 52 2 080.00 L. c X Multiply by the number of work hours for a full-time -Q E Q Round the answer to the next highest whole 0 1 employee in a year. JQ number(See auto-cafe.).Write the rounded The number rounded = : number in the blank on the Summary page 37,440.00 This is the number of full-time hours worked. O m marked Annual average number of employees. C 'b + 1,872.00 co Note:Review your annual average number Add the number of any overtime hours as well as the E z For example,Acme Construction figured its average employment this way: of employees to ensure it makes sense.Is it hours worked by other employees(part-time, m In this pay period...Acme paid this many employees... about the same as the Dumber of employees CO rr working at your establishment an any given temporary,seasonal). Q. m I 10 day?Is it bigger than your smallest number d C 2 0 Number of employees paid=830 O of employers in a pay period?Is it smaller ro 3 15 than your biggest number of employees in a 39,312.00 ui It Number of payperiods=26 pay period?If the answer to any of these questions is"no;' 4 30 thee the calculation may Round the answer to the next highest whole number. p 5 40 13Q= 31.92 0 be incorrect. Write the rounded number in the blank on the V V Summary page marked Total hours worked by all 24 20 26 Note:You CANNOT divide the total M , M s` 25 15 31.92 moods to 32 O number of W2s by the number of pay employees last year. a,, periods to calculate average employment. 26 -1 ).' 32 is the annual average number of employees You must add up the number of employees v `'r 830paid IN EACH PAY PERIOD and then Reset divide by the number of pay periods. Optional Note:You can type input into this form and save it. Because the forms in this recordkeeping package are"tillable/writable" PDF documents,you can type into the input form fields and Calculating Injury and Illness Incidence Rates then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto-calculate as appropriate. What is an incidence rate? (c)The number of hours all employees actually various classifications(e.g.,by industry,by An incidence rate is the number of recordable worked during the year.Refer to OSHA Form employer size,etc.).You can obtain these injuries and illnesses occurring among a given 300A and optional worksheet to calculate this published data at www.b1s.gov/iif or by calling number of full-time workers(usually 100 full- number. a BLS Regional Office. time workers)over a given period of time You can compute the incidence rate for all (usually one year).To evaluate your firm's injury recordable cases of injuries and illnesses using the and illness experience over time or to compare following formula: your firm's experience with that of your industry Total number of injuries and illnesses X 200,000 as a whole,you need to compute your incidence Number of hours worked by all employees=Total Worksheet rate.Because a specific number of workers and a recordable case rate specific period of time are involved,these rates can help you identify problems in your workplace (The 200,000 figure in the formula represents the number of hours 100 employees 40 hours Number of and/or progress you may have made in preventingworking Total number of per week,50 weeks per year would work,and hours worked Total recordable work-related injuries and illnesses. injuries and illnesses by all employees case rate provides the standard base for calculating How do you calculate an incidence incidence rates.) 0 640.00 0 rate? You can compute the incidence rate for X 200,000 — 42 r recordable cases involving days away from work, You can compute an occupational injury and days of restricted work activity or job transfer illness incidence rate for all recordable cases or (DART)using the following formula: for cases that involved days away from work for -° your firm quickly and easily.The formula (Number of entries in column H+Number of E. requires that you follow instructions in paragraph entries in column I)X 200,000_Number of hours S. worked all employees(a)below for the total recordable cases or those in b}' =DART incidence rate 41 E Number of RI v paragraph(b)for cases that involved days away You can use the same formula to calculate hours worked DART incidence J t from work,and for both rates the instructions in Number of entries in y� incidence rates for other variables such as cases by all employees rate O paragraph(c). (n on Column H+Column I involving restricted work activity(column (a)To find out the total number of recordable = v Form 300A),cases involving skin disorders = CD m injuries and illnesses that occurred during the (column(M-2)on Form 300A),etc.Just substitute 0 X 200,000 — 42,640.00 0 E Z year,count the number of line entries on your the appropriate total for these cases,from Form OSHA Form 300,or refer to the OSHA Form rp cn 300A,into the formula in place of the total number 4 g 300A and sum the entries for columns(H),(I), Co and(J). of injuries and illnesses. h u (b)To find out the number of injuries and What can I compare my incidence rate Reset o illnesses that involved days away from work, to? count the number of line entries on your OSHA Form 300 that received a check mark in column The Bureau of Labor Statistics(BLS)conducts a f (H),or refer to the entry for column(H)on the survey of occupational injuries and illnesses each OSHA Form 300A. year and publishes incidence rate data by OSHA's Form 300(Rev.04/2004) Note:You can type input into this form and save it. Attention:This form contains information relating to • ___,..'• ..' Because the forms in this recordkeeping package are"fillable/writable" employee health and must be used in a manner that Log of Work-Related PDF documents,you can type into the input form fields and protects the confidentiality of employees to the extent Year 20 18 ' - . then save your inputs using the free Adobe PDF Reader.In addition, possible while the information is being used for _ U.S.Department of Labor Injuries and Illnesses the forms are programmed to auto-calculate as appropriate, occupational safety and health purposes. Occup•tional Safety and Health Administration Please Record: Reminders: Form approved OMB no.1218-0176 •Information about every work-related death and about every work-related injury or illness that involves loss of •Complete an Injury and Illness Incident Report(OSHA Form 301)or equivalent consciousness,restricted work activity or job transfer,days away from work,or medical treatment beyond first aid. form for each injury stillness recorded on this form.If you're not sure whether a Establishment name EAR Telecommunications,LLC 013A,EARTC •Significant work-related injuries and illnesses that are diagnosed by a physician or licensed health care professional. case is recordable,call your local OSHA office for help. •Work-related injuries and illnesses that meet any of the specific recording criteria listed in 29CFR Part 1904.8 •Feel free to use two lin.for a single case if you need to. through 1904.12. •Complete the 5 steps for each case. City Austin State Texas Step 1.Identify the person Step 2.Describe the case Step 3.Classify the case Step 4. Step 5. SELECT ONLY ONE circle based on the (Al (B) (C) (D) (E) (F) most serious outcome: Enter the number of • days the injured or Ill Siftaf 0.90.1.D.: Case Employee's name Job title Date of injury Where the event occurred Describe injury or illness,parts of body worker was: no. (e.g.,Welder) or onset of (e.g.,Loading dock north end) affected,and object/substance that a......inius illness directly injured or made person ill(e.g., Remained at Work Moms (e.g.,2/10) Second degree burns on right forearm from I acetylene torch) ."OT ''btr:n Otte,ensued- Away On Job (M) Death r WZ G;rsatis= i: a or transferor 1 A ] I work restriction 1 II .r - 4 (G) (H) (I) GO tr, Reset 0 0 0 0 (1) (2) (3) (4) (6) (6) monthi/day -daYs -daYs 0 00000 Reset 0 0 0 0 -dart -d.Y. 0 0 0 0 0 0 month/day Reset 0 0 0 0 days _da, 00000 C monthl/day IR050tI i 0 0 0 0 _deYs _days 0 0 0 0 0 0 montht day Reset 0 0 0 0 days -dsYs 0 0 000 0 / month/day Reset I 0 0 0 0 month/day _days _dere 00 000C Reset 0 0 0 0 -.Y. -d,W. 0 0 00 0 C / month/day Reset / 0 0 0 0 _days _days 0 0 00 0 C month/day [Reset 0 0 0 0 days days 0 0000C monthl/day _ Reset / 0 0 0 0 monthI day _days _days 000000 Public reporting burden for this collection of information is estimated to average 14 minutes per response,including time to review the Page totals ' 0 0 0 0 0 0 0 0 0 0 0 0 instructions,search and gather the data needed,and complete and review the collection of information.Persons arc not required to respond to dm collection of information unless it displays a currently valid OMB control number.If you have any comments about these Add a Form Page Be sure to transfer these totals to the Summary page(Form 300A)before you post it. ;^ t,f, estimates or a,other aspeco of this data collection,contact:US Department of Labor,OSHA Office of Statistical Analysis,Room s .. _. N-3644,200 Constitution Avenue,NW,Washington,OC 20210.Do not send the completed forms to this office. ! 11 - (1) (2) (3) (4) (5) (6) OSHA's Form 300A (Rev.04/2004) Note:You can type input into this form and save it. Because the forms in this recordkeeping package are"fillable/writable" Year 20 18i PDF documents,you can type into the input form fields and Summary of Work-Related Injuries and Illnesses then save your inputs using the free Adobe PDF Reader. U.S.Department of Labor Occupational Safety and Health Administration Form approved OMB no.1218-0176 All establishments covered by Part 1904 must complete this Summary page,even if no work-related injuries or illnesses occurred during the year. Remember to review the Log to verify that the entries are complete and accurate before completing this summary. Using the Log,count the individual entries you made for each category.Then write the totals below,making sure you've added the entries from every page of the Log.If you had no cases,write"0." Establishment information Employees,former employees,and their representatives have the right to review the OSHA Form 300 in its entirety.They also have limited access to the OSHA Form 301 or its equivalent.See 29 CFR Part 1904.35,in OSHA's recordkeeping rule,for further details on the access provisions for Your establishment name EAR Telecommunications,LLC DBA:EARTC these forms. Street 16201 Bratton Lane Number of Cases City Austin State TX Zip 78728 Total number of Total number of Total number of cases Total number of deaths cases with days with job transfer or other recordable Industry description(e.g.,Manufacture of motor truck trailers) away from work restriction cases 0 0 0 O Traffic Signal and Fiber Optic infrastructure construction (G) (H) (I) (J) North American Industrial Classification(NAICS),if known(e.g.,336212) 2 3 8 2 9 0 Number of Days Employment information Of you don't have these figures,see the Total number of days Total number of days of Worksheet on the next page to estimate.) away from work job transfer or restriction 20 Annual average number of employees O 0 Total hours worked by all employees last year 42,640.00 (K) (L) Sign here . e.C5r--- Injury and Illness Types Knowingly falsifying this document may result in a fine. Total number of... I certify that I have examined this document and that to the best of (M) my knowledge the entries are true,accurate,and complete. (1)Injuries 0 (4)Poisonings 0 Carlos Reyes President (2)Skin disorders 0 (5)Hearing loss 0 Company executive Title (3)Respiratory conditions 0 Phone(512)218-4200 Date 12/31/2018 p rY 0 (6)All other illnesses Post this Summary page from February 1 to April 30 of the year following the year covered by the form. Reset Public reporting burden for this collection of information is estimated to average 58 minutes per response,including time to review the instructions,search and gather the data Deeded,and complete and review the collection of information.Persons arc not required to respond to the collection of information unless it displays a currently valid OMB control number.If you have any comments about these estimates or any other aspects of this data collection contact:US Department of Labor,OSHA Office of Statistical Analysis,Room N-3644,200 Constitution Avenue,NW, Washington,DC 20210.Do not send the completed forms to this office. Note:You can type input into this form and save it. Optional Because the forms in this recordkeeping package are"fillable/ writable"PDF documents,you can type into the IrlIOUt form fields and then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto calculate as appropriate. Worksheet to Help You Fill Out the Summary At the end of the year,OSHA requires you to enter the average number of employees and the total hours your employees worked on the Summary.If you don't have these figures,you can use the information on this page to estimate the numbers you will need to enter on the Summary page. If you pay about the same number of employees every pay period throughout the year(e.g.,about 100), then you can use that number as your annual average employment.If the number of employees fluctuates from pay period to pay period(e.g.,your business is seasonal or your establishment grew or shrunk during How to figure the total hours all employees worked: the year),then you should use the formula below to calculate employment average. Include hours worked by salaried,hourly,part-time,and seasonal workers, How to figure the average number of employees who worked for your establishment during the year as well as hours worked by other workers subject to day-to-day supervision by your establishment(e.g.,temporary help service workers). Add up and then enter the number of employees your Do not include vacation,sick leave,holidays,or any other non-work time, Oestablishment paid IN EACH PAY PERIOD during The total number of 0 20 even if employees were paid for it.If your establishment keeps records of the year.Be sure to include all employees:full-time, employees paid in all pay only the hours paid,or if you have employees who are not paid by the hour, part-time,temporary,seasonal,salaried and hourly. periods throughout the year= please estimate the hours that the employees actually worked. If this number isn't available,you can use this optional worksheet to +e Count and then enter the number of pay periods your estimate it. establishment had during the year.Be sure to include any pay periods when you had no employees.For example,enter 26 ifyou have biweeklyperiods The number of pay C P pay periods during the year= 52.00 or 52 if you have weekly pay periods. Optional Worksheet © Divide the number of employees by the number of 0 20 =a 0.38 20 Find the number of full-time employees in your c pay periods.(See auto-calc.) establishment for the year. y © 52 X 2,080•00 Multiply by the number of work hours for a full-time -0 .5. 0 Round the answer to the next highest whole Q 1 employee in a year. J1:1¢ number(See auto-talc.).Write the rounded The number rounded = � number in the blank on the Summary page 41,600.00 O d marked Annual average number of employees. This is the number of full-time hours worked. .,.- x .1. 1,040.00 d m Note:Review your annual average number Add the number of any overtime hours as well as the E g. For example,Acme Construction figured its average employment this way: of employees to ensure it makes usu.Is it hours worked by other employees(part-time, �: about the same as the number of employees ,ors em n In this pay period...Acme paid this many employees... t seasonal). 0to working at your establishment on any given temporary, ) Q. H 1 10 day?Is it bigger than your smallest number 41 p 2 0 Number of employees paid=830 O of employees in a pay period?Is it smaller than your biggest number of employees in a pay periods=26 4 3042 640.00 cii tl 3 15 Number of pay period?If the answer to my of these r © questions is"no,'then the calculation may Round the answer to the next highest whole number. 0 5 40 $3Q= 31.92 be incorrect Write the rounded number in the blank on the _ ♦ ♦ 0 Summary page marked Total hours worked by all 24 20 26 Nate:You CANNOT divide the total 25 15 31.92 rounds to 32 r 0 Dumber of W2s by the Dumber of pay employees last year. rI �,.. 26 �Q periods to calculate average employment. '_�,, You moat add up the number of employees 44F 830 32 is the annual average number of employees paid IN EACH PAY PERIOD and then Reset divide by the number of pay periods. Optional Note:You can type input into this form and save it. p Because the forms in this recordkeeping package are"tillable/writable" PDF documents,you can type into the input form fields and Calculating Injury and Illness Incidence Rates then save your inputs using the free Adobe PDF R ader.In addition, the forms are programmed to auto-calculate as appropriate. What is an incidence rate? (c)The number of hours all employees actually various classifications(e.g.,by industry,by An incidence rate is the number of recordable worked during the year.Refer to OSHA Form employer size,etc.).You can obtain these injuries and illnesses occurring among a given 300A and optional worksheet to calculate this published data at www.bls.gov/iif or by calling number of full-time workers(usually 100 full- number. a BLS Regional Office. time workers)over a given period of time You can compute the incidence rate for all (usually one year).To evaluate your firm's injury recordable cases of injuries and illnesses using the and illness experience over time or to compare following formula: your firm's experience with that of your industry Total number of injuries and illnesses X 200,000 as a whole,you need to compute your incidence Number of hours worked by all employees=Total Worksheet rate.Because a specific number of workers and a recordable case rate specific period of time are involved,these rates can help you identify problems in your workplace (The 200,000 figure in the formula represents the Number of and/or progressyou mayhave made in preventingnumber of hours 100 employees working 40 hours Total number of P hours worked Total recordable per week,50 weeks per year would work,and injuries injuries and illnesses. and illnesses by all employees case rate provides the standard base for calculating How do you calculate an incidence incidence rates.)rate? You can compute the incidence rate for 0 X 200,000 —L 54,600.00 = 0 You can compute an occupational injury and recordable cases involving days away from work, days of restricted work activity or job transfer illness incidence rate for all recordable cases or (DART)using the following formula: e for cases that involved days away from work for ° your firm quickly and easily.The formula (Number of entries in column H+Number of .g requires that you follow instructions in paragraph entries in column I)X 200,000=Number of hours O .5. (a)below for the total recordable cases or those in worked by all employees=DART incidence rate Ria paragraph(b)for cases that involved days away Number of w You can use the same formula to calculate hours worked DART incidence ...It from work,andinstructions for both rates the in Number of entries in y. incidence rates for other variables such as cases by all employees rate o d paragraph(c). involving restricted work activity(column(I)on Column H+Column 1 _ (a)To find out the total number of recordable C a Form 300A),cases involving skin disorders — al % injuries and illnesses that occurred during the (column(M-2)on Form 300A),etc.Just substitute X 200,000 — 54,600.00 — 0 E ` year,count the number of line entries on your the appropriate total for these cases,from Form Co OSHA Form 300,or refer to the OSHA Form 300A,into the formula in place of the total number Q e 300A and sum the entries for columns(H),(I), of injuries and illnesses. O c and(J). y R. (b)To find out the number of injuries and What can I compare my incidence rate Reset • oillnesses that involved days away from work, to? count the number of line entries on your OSHA (c p Form 300 that received a check mark in column The Bureau of Labor Statistics(BLS)conducts a (H),or refer to the entry for column(H)on the survey of occupational injuries and illnesses each OSHA Form 300A. year and publishes incidence rate data by OSHA's Form 300(Rev.04/2004) Note:You can type input into this form and save it. Attention:This form contains information relating to ` Lo of Work-Related Because the forms in this recordkeeping package are"fiilable/writable" employee health and must be used in a manner that 1 tt gPDF documents,you can type into the input form fields and protects the confidentiality of employees to the extent Year 20 . . then save your inputs using the free Adobe PDF Reader.In addition, possible while the information is being used for U.S.Department of Labor Injuries and Illnesses the forms are programmed to auto-calculate as appropriate. occupational safety and health purposes. Occupational Sefety end Health Administration Please Record: Reminders: Form approved OMB no.1218-0176 •Information about every work-related death and about every work-related injury or illness that involves loss of •Complete an Injury and Illness Incident Report(OSHA Form 301)or equivalent consciousness,restricted work activity orjob transfer,days away from work,or medical treatment beyond first aid. form for each injury or illness recorded on this form,ifyou're not sure whethero Establishmentname EAR Telecommunications,LLC DBA:EARTC •Significant work-related injuries and illnesses that are diagnosed by a physician or licensed health care professional. case is recordable,call yourlocalOSHA office for help. •Work-related injuries and illnesses that meet any of the specific recording criteria listed in 29 CFR Part 1904.8 Feel free to use two lines fora single case if you need to. City State Texas through 1904.12. •Complete the 5 steps for each case. Step 1.Identify the person Step 2.Describe the case Step 3.Classify the case Step 4. Step 5. SELECT ONLY ONE thole based on the (A) (B) (C) (D) (E) (F) most serious outcome? Enter the number of ._- ---- -_--- - .- days the Injured or Ill Select one column: Case Employee's name Job title Date of injury Where the event occurred Describe injury or illness,parts of body worker Was: no. (e.g.,Welder) or onset of (e.g.,Loading dock north end)affected,and object/substance that illness directly injured or made person ill(e.g., Remained at Work _ Illness (e.g.,2/10) Second degree burns on right forearm from I acetylene larch) Deys ewe Job tnneter Other ncwd- Away On job (M) a Death hoes work or restrlctlon able cease from transfer or I'/ b .9 b (G) (H) (I) (.1) work restriction „ .9 R .1 (K) (L) e, n 3 <= Reset I /— (1) (2) (3) (4) (5) (6) 0 0 0 0 nnnth I day _days _dove 000000 - - - -- Reset I /I day 0 0 0 0 month _days _days 000000 Reset I month/day 0 0 0 0 _days _days 000000 Reset i 0 0 0 0 month/day _data -days 000000 Reset l month/day 0 0 0 0 _deYs _deYs 0 0 000 C Reset I rtonth/deY 0 0 0 0 _days _dots 00000 0 Reset I / 0 0 0 0 nnnih I day -.Y. _dots 0000OO Reset I / 0 0 0 0 month/day _ _doYs -oars 000000 Reset I month/day 0 0 0 0 _deYs _days 0 00000 Reset] month I day 0 0 0 0 _deYs _days 0 0 O0 0 0 Public reporting burden for this collection of information is estimated to average 14 minutes per response,including time to review the Page totals ' 0 0 0 0 0 0 0 0 O O O 0 insWCYions,search and gather the data needed,and complete and review the collection of information.Persons are not required to Add a Form Page b t,o c b respond to the collection of information unless it displays a currently arts OMB control number,If you have any comments about these Be sum to transfer those totals to the Summary page(Form 300A)before you post It. E ._ _ II estimates m any other aspects of this data collection,contact US Department of Labor,OSHA Office of Statistical Analysis,Room _ 0 P. N-3644,200 Constitution Avenue,NW,Washington,DC 20210.Do not send the completed(ones to this office. 'v j 9 (1) (2) (3) (4) (5) (6) OSHA's Form 300A Rev.04/2004 Note:You can type input into this form and save it. ( ) ®•1 Because the forms in this recordkeeping package are"fillable/writable" Year 20 19 PDF documents,you can type into the input form fields and Summary of Work-Related Injuries and Illnesses then save your inputs using the free Adobe PDF Reader. U.S.Department of Labor Occupational Safety and Health Administration Form appmved OMB no.1218-0176 All establishments covered by Part 1904 must complete this Summary page,even if no work-related injuries or illnesses occurred during the year. Remember to review the Log to verify that the entries are complete and accurate before completing this summary. Using the Log,count the individual entries you made for each category.Then write the totals below,making sure you've added the entries from every page of the Log.If you had no cases,write"0." Establishment information Employees,former employees,and their representatives have the right to review the OSHA Form 300 in its entirety.They also have limited access to the OSHA Form 301 or its equivalent.See 29 CFR Part 1904.35,in OSHA's recordkeeping rule,for further details on the access provisions for Youraatausesmantnama EAR Telecommunications,LLC DBA:EARTC these forms. Street 16201 Bratton Lane Number of Cases city Austin State TX zip 78728 Total number of Total number of Total number of cases Total number of deaths cases with days with job transfer or other recordable Industry description(e.g.,Manufacture of motor truck trailers) away from work restriction cases 0 0 0 O Traffic Signal and Fiber Optic infrastructure construction (G) (H) (I) (J) North American Industrial Classification(NAICS),if known(e.g.,336212) 2 3 8 2 9 0 Number of Days Employment information(If you don't have these figures,see the Total number of days Total number of days of Worksheet on the next page to estimate.) away from work job transfer or restriction Annual average number of employees 25 0 0 Total hours worked by all employees last year 54,600.00 (K) (L) Sign here Injury and Illness Types Knowingly falsifying this document may result in a fine. Total number of... I certify that I have examined this document and that to the best of (M) my knowledge the entries are true,accurate,and complete. (1)Injuries 0 (4)Poisonings 0 Carlos Reyes President (2)Skin disorders 0 (5)Hearing loss 0 Company executive Title Phone(512)218-4200 Date 12/31/2019 (3)Respiratory conditions 0 (6)All other illnesses 0 Post this Summary page from February 1 to April 30 of the year following the year covered by the form. Reset Public reporting burden for this collection of information is estimated to average 58 minutes per response,including time to review the instructions,search and gather the data needed,and complete and review the collection of information.Persons are not required to respond to the collection of information unless it displays a currently valid OMB control number.If you have any comments about these estimates or any other aspects of this data collection,contact;US Department of Labor,OSHA Office of Statistical Analysis,Room N-3644,200 Constitution Avenue,NW, I , l - Washington,DC 20210.Do not send the completed forms to this office. Note:You can type input into this form and save it. Optional Because the forms in this recordkeeping package are"fillable/ writable"PDF documents,you can type into the Input form fields d then save your inputs using the free Adobe PDF Reader.In addi antion, the forms are programmed to auto-calculate as appropriate. Worksheet to Help You Fill Out the Summary At the end of the year,OSHA requires you to enter the average number of employees and the total hours your employees worked on the Summary.If you don't have these figures,you can use the information on this page to estimate the numbers you will need to enter on the Summary page. If you pay about the same number of employees every pay period throughout the year(e.g.,about 100), then you can use that number as your annual average employment.If the number of employees fluctuates from pay period to pay period(e.g.,your business is seasonal or your establishment grew or shrunk during How to figure the total hours all employees worked: the year),then you should use the formula below to calculate employment average. Include hours worked by salaried,hourly,part-time,and seasonal workers, How to figure the average number of employees who worked for your establishment during the year: as well as hours worked by other workers subject to day-to-day supervision by your establishment(e.g.,temporary help service workers). Add up and then enter the number of employees your Do not include vacation,sick leave,holidays,or any other non-work time, O establishment paid IN EACH PAY PERIOD during The total number of 025 even if employees were paid for it.If your establishment keeps records of the year.Be sure to include all employees:full-time, employees paid in all pay only the hours paid,or if you have employees who are not paid by the hour, part-time,temporary,seasonal,salaried,and hourly. Periods throughout the year= please estimate the hours that the employees actually worked. If this number isn't available,you can use this optional worksheet to © Count and then enter the number of pay periods your estimate it. establishment had during the year.Be sure to include any pay periods when you had no employees.For example,enter 26 if you have biweekly pay periods The number of pay 0 52.00 or 52 if you have weekly pay periods. periods during the year Optional Worksheet © Divide the number of employees by the number of 0 25 =00 4$ 25 Find the number of full-time employees in your c pay periods.(See auto-talc.) — establishment for the year. © 52 2,080.00 .. : X Multiply by the number of work hours for a full-time -Q E 0 Round the answer to the next highest whole 0 1 employee in a year. JQ number(See auto-talc.).Write the rounded The number rounded = y.I , number in the blank on the Summary page 552 000.00 O m marked Annual average number of employees. This is the number of full-time hours worked. 4.. Z C ' + 2,600.00 O m Nate:Review your annual average Dumber Add the number of any overtime hours as well as the E For example,Acme Construction figured its average employment this wa: hours worked by other employees(part-time,�}.. atop gorey of employees to ensure it makes stoat.Is it r` about the same as the number of employees n In this pay period...Acme paid this many employees... seasonal). 41 working temporary, ng et your establishment on any given Q m I 10 day?Is it bigger than your smallest number tv CC 2 0 Number of employees paid=830 O of employees in a pay period?Is it smaller 3 15 than your biggest number of employees in a 54,600.00 ui a Number of payperiods=26 pay period?If the answer to any of them 4 30 Round the answer to the next highest whole number. � questions is"no,"then the calculation may p 5 40 _10Q= 31.92 0 be incorrect. Write the rounded number in the blank on the V V Summary page marked Total hours worked by all 24 20 26 ' Note'You CANNOT divide the total employees last year. 25 15 31.92 rounds to 32 0 number of W2s by the number of pay r ',au�"� 26 �Q periods to calculate average employment. You must add up the number of employees 830 32 is the annual average number of employees paid IN EACH PAY PERIOD and then Reset divide by the number of pay periods. OSHA's Form 300A (Rev.04/2004) Note:You can type input into this form and save it. 1 Because the forms in this recordkeeping package are"tillable/writable" Year 20 19 PDF documents,you can type into the input form fields and Summary of Work-Related Injuries and Illnesses then save your inputs using the free Adobe PDF Reader. U.S.Department of Labor Occupational Safety end Health Administration Form approved OMB no.1218-0176 All establishments covered by Part 1904 must complete this Summary page,even if no work-related injuries or illnesses occurred during the year. Remember to review the Log to verify that the entries are complete and accurate before completing this summary. Using the Log,count the individual entries you made for each category.Then write the totals below,making sure you've added the entries from every page of the Log.If you had no cases,write"0." Establishment information Employees,former employees,and their representatives have the right to review the OSHA Form 300 in its entirety.They also have limited access to the OSHA Form 301 or its equivalent.See 29 CFR Part 1904.35,in OSHA's recordkeeping rule,for further details on the access provisions for Yourestabilshmentname EAR Telecommunications,LLC DBA:EARTC these forms. Street 16201 Bratton Lane Number of Cases City Austin State TX Zip 78728 Total number of Total number of Total number of cases Total number of deaths cases with days with job transfer or other recordable Industry description(e.g.,Manufacture of motor truck trailers) away from work restriction cases Q Q Q Q Traffic Signal and Fiber Optic infrastructure construction (G) (H) (I) (J) North American Industrial Classification(NAICS),if known(e.g.,336212) 2 3 8 2 9 0 Number of Days Employment information(Ifyou don't have these figures,see the Total number of days Total number of days of Worksheet on the next page to estimate.) away from work job transfer or restriction Annual average number of employees 25 0 0 Total hours worked by all employees last year 54,600.00 (K) (L) Sign here Injury and Illness Types Knowingly falsifying this document may result in a fine. Total number of... I certify that I have examined this document and that to the best of (M) my knowledge the entries are true,accurate,and complete. (1)Injuries Q (4)Poisonings Q Carlos Reyes President (2)Skin disorders Q (5)Hearing loss Q Company executive Title Phone(512)218-4200 Date 12/31/2019 (3)Respiratory conditions Q (6)All other illnesses Q Post this Summary page from February 1 to April 30 of the year following the year covered by the form. Reset Public reporting burden for this collection of information is estimated to average 58 minutes per response,including time to review the instructions,search and gather the data needed,and complete and review the collection of information.Persons are not required to respond to the collection of information unless it displays a currently valid OMB control Dumber.If you have any continents about these estimates or any other aspects of this data collection,contact:US Department of Labor,OSHA Once of Statistical Analysis,Room N-3644,200 Constitution Avenue,NW, Washington,DC 20210.Do not send the completed forms to this office. OSHA's Form 300 (Rev.04/2004) Note:You can type input into this form and save it. Attention:This form contains information relating to Log of Work-Related Because the forms in this recordkeeping package are"tillable/writable" employee health and must be used in a manner that 19 r PDF documents,you can type into the input form fields andprotects the confidentialityof employees to the extent Year 20 then saveyour inputs usingthe free Adobe PDF Reader.In addition, b P possible while the information is being used for U.S.Department of Labor Injuries and Illnesses the forms are programmed to auto-calculate as appropriate. occupational safety and health purposes. Occupational safety and Health Administration Please Record: Reminders: Form approved OMB no.1218-0176 •Information about every work-related death and about every work-related injury or illness that involves loss of •Complete an Injury and Illness Incident Report(OSHA Form 301)or equivalent consciousness,restricted work activity orjob transfer,days away from work,or medical treatment beyond first aid. form for each injury or illness recorded on this form.Ifyou're not sure whether a Establishment name EAR Telecommunications,LLC DBA:EARTC •Significant work-related injuries and illnesses that are diagnosed by a physician or licensed health care professional. case is recordable,call your local OSHA office for help. •Work-related injuries and illnesses that meet any of the specific recording criteria listed in29CFRPart1904.tJ Feel free to use two lines faro single case ifyouneedto. c ityAustin Texas through 1904.12. •Complete the5steps for each case. State Step 1.Identify the person Step 2.Describe the case Step 3.Classify the case Step 4. Step 5. SELECT ONLY ONE circle based on the (A) (B) (C) (D) (E) (F) most serious outcome: Enter the number of T" -'----- days the injured or Ill Sala.,one column: Case Employee's name Job title Date of injury Where the event occurred Describe injury or illness,parts of body worker was: no. (e.g.,Welder) or onset of (e.g.,Loading dock north end)affected,and object/substance that illness directly injured or made person ill(e.g., Remained at Work Illness (e.g.,2/10) Second degree burns on right jarearmfrom acetylene torch) soya nos Job tran•far cle ar record- Awry On fob (M) b 9 Death hom work or rastrlctlon •bt•c•a•a from On or 3 ((a) (H) (I) (�) work restriction .ti e € c (K) (L) s ,s d << Reset 1 0//day (1) (2) (3) (4) (5) (6) month 0 0 0 _days —days 000000 Reset] / 0 0 0 0 days days 0 0 0 0 0 C month/day Reset I 0 0 0 0 month/day _days _days 00000 C Reset I day 0 0 0 0 _days _days 0 0 00 0 C - - month I Reset] 0 0 0 0 _says _days 0 0 000 C month I day Reset] onmiday 0 0 0 0 days days 00000C Reset 1 / 0 0 0 0 _days _days 00000C month/day Reset] 0 0 0 0 _days _days 0 0 00 0 C month if day Reset I 0 0 0 0 _days _days 0 000 0 C month I day LReset I month/day 0 0 0 0 _days _data 0 0 00 0 C Public reporting burden for this collection of information is estimated to average 14 minutes per response,including time In review the Page totals ' 0 0 0 0 0 0 0 0 0 0 0 0 instructions,search and gather the data needed,and complete and review the collection tit-information Persons are not required to Add a Form Page respond to the collection of information unless it displays a currently valid OMB control number,If you have any comments about these 9b z,oo b Be sum to transfer these totals to the Summery page(Farm 300A)before you post it. ;' T g II Mill.es or any other aspects of this data collation,contact:OS Department of Labor,OSHA Office of Statistical Analysis,Room o —° 0 6 N-3644,200 Constitution Avenue,NW,Washington,DC 20210.Do not send the completed forms to this office v 6 s e y m x (1) (2) (3) (4) (5) (6) Note:You can type input into this form and save it. Optional Because the forms in this recordkeeping package are"fillable/ writable"PDF documents,you can type into the in_put form fields and then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto-calculate as appropriate. W o rks h e e t to Help You Fill Out the Summary At the end of the year,OSHA requires you to enter the average number of employees and the total hours your employees worked on the Summary.If you don't have these figures,you can use the information on this page to estimate the numbers you will need to enter on the Summary page. If you pay about the same number of employees every pay period throughout the year(e.g.,about 100), then you can use that number as your annual average employment.If the number of employees fluctuates from pay period to pay period(e.g.,your business is seasonal or your establishment grew or shrunk during How to figure the total hours all employees worked: the year),then you should use the formula below to calculate employment average. Include hours worked by salaried,hourly,part-time,and seasonal workers, How to figure the average number of employees who worked for your establishment during the year: as well as hours worked by other workers subject to day-to-day supervision by your establishment(e.g.,temporary help service workers). Add up and then enter the number of employees your Do not include vacation,sick leave,holidays,or any other non-work time, 0 establishment paid IN EACH PAY PERIOD during The total number of 0 25 even if employees were paid for it.If your establishment keeps records of employeesthe year.Be sure to include all employees:full-time, paid in all pay only the hours paid,or if you have employees who are not paid by the hour, part-time,temporary,seasonal,salaried,and hourly. periods throughout the year= please estimate the hours that the employees actually worked. If this number isn't available,you can use this optional worksheet to E} Count and then enter the number of pay periods your estimate it. establishment had during the year.Be sure to include any pay periods when you had no employees.For example,enter 26 if you have biweekly pay periods The number of pay 052.00 or 52 if you have weekly pay periods. periods awing the yearOptional Worksheet 25 number© Find the number of full-time employees in your Divide the of employees by the number of 0 25 =©0 48 establishment for the year. e pay periods.(See auto-talc.) a 52 X 2,080.00 Multiply by the number of work hours for a full-time • EQ Round the answer to the next highest whole O 1 employee in a year. t0 ¢ number(See auto-talc.).Write the rounded The number rounded = rJ . number in the blank on the Summary page 552 000.00 O m marked Annual average number of employees. This is the number of full-time hours worked. .a,. _ C + 2,600.00 Add the number of anyovertime hours as well as the G1 m Note:Review your annual average number For example,Acme Construction fi d its average employment this wa: of era to ees to earn it makes mow.Is it amp , goreY P y hours worked by other employees(part-time, '�"' �: about the same as the number of employees m In this pay period...Acme paid this many employees... (G coworlong at your establishment on my given temporary,seasonal). Q m 1 10 day?Is it bigger than your smallest number G) e 2 0 Number of employees paid=830 O of employees in a pay period?Is it smaller O .F 3 15 than your biggest number of employees in a 54,0C 00.00 cii ti Number of payperiods=26 pay period?If the answer to any of these questions is"¢o;'then the calculation may 4 30 p © Round the answer to the next highest whole number. u o• ° 5 40 $}Q= 31.92 be incorrect. Write the rounded number in the blank on the V V © Summary page marked Total hours worked by all 24 20 26 Note:You CANNOT divide the total number of W2a by the number of pay employees last year. ----- ,� 25 15 31.92 moods to 32 periods to calculate average employment. > 26 �Q You must add up the number of employees t-�'=� 830 32 is the annual average number of employees paid 1N EACHPAY PERIOD and then Reset divide by the number of pay periods. Optional Note:You can type input into this form and save it. p Because the forms in this recordkeeping package arellable/writable" PDF documents,you can type into the input form fields and Calculating Injury and Illness Incidence Rates then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto-calculate as appropriate. What is an incidence rate? (c)The number of hours all employees actually various classifications(e.g.,by industry,by An incidence rate is the number of recordable worked during the year.Refer to OSHA Form employer size,etc.).You can obtain these injuries and illnesses occurring among a given 300A and optional worksheet to calculate this published data at www.bls.gov/iif or by calling number of full-time workers(usually 100 full- number. a BLS Regional Office. time workers)over a given period of time You can compute the incidence rate for all (usually one year).To evaluate your firm's injury recordable cases of injuries and illnesses using the and illness experience over time or to compare following formula: your firm's experience with that of your industry Total number of injuries and illnesses X 200,000'• as a whole,you need to compute your incidence Number of hours worked by all employees=Total Worksheet rate.Because a specific number of workers and a recordable case rate specific period of time are involved,these rates can helpyou identify problems inyour workplace (The 200,000 figure in the formula represents the fY kP Number of and/or progressyou mayhave made in preventingnumber of hours 100 employees working 40 hours Total number of P hours worked Total recordable work-related injuries and illnesses. per week,50 weeks per year would work,and injuries and illnesses by all employees case rate provides the standard base for calculating How do you calculate an incidence incidence rates.) 0 X 200,000 rate? You can compute the incidence rate for s 54,600.00 = 0 recordable cases involving days away from work, You can compute an occupational injury and days of restricted work activity or job transfer illness incidence rate for all recordable cases or (DART)using the following formula: for cases that involved days away from work for ° your firm quickly and easily.The formula (Number of entries in column H+Number of S requires that you follow instructions in paragraph entries in column I)X 200,000_Number of hours L.• e (a)below for the total recordable cases or those in worked by all employees=DART incidence rate Number of co a paragraph(b)for cases that involved days away You can use the same formula to calculate hours worked DART incidence t from work,and for both rates the instructions in Number of entries in ,J� incidence rates for other variables such as cases by all employees rate o m paragraph(c). Column H+Column I involving restricted work activity(column(I)on C v (a)To find out the total number of recordable Form 300A),cases involving skin disorders O X 200,000 — 54,600.00 = 0 N % injuries and illnesses that occurred during the (column(M-2)on Form 300A),etc.Just substitute E . year,count the number of line entries on your the appropriate total for these cases,from Form Rs y OSHA Form 300,or refer to the OSHA Form 300A,into the formula in place of the total number CD• c 300A and sum the entries for columns(H),(I), of injuries and illnesses. Q o and(J). Reset y a (b)To find out the number of injuries and What can I compare my incidence rate aillnesses that involved days away from work, to? count the number of line entries on your OSHA /�� Form 300 that received a check mark in column The Bureau of Labor Statistics(BLS)conducts a / (H),or refer to the entry for column(H)on the survey of occupational injuries and illnesses each LyjiOSHA Form 300A. year and publishes incidence rate data by r:'---)ri) OSHA's Form 300A (Rev.04/2004) Note:You can type input into this form and save it. Year 2O Because the forms in this recordkeeping package are"tillable/writable" 18 �_i PDF documents,you can type into the input form fields and Summary of Work-Related Injuries and Illnesses then save your inputs using the free Adobe PDF Reader. U.S.Department of Labor Occupational Safety and Health Administration Form approved OMB no.1218-0176 All establishments covered by Part 1904 must complete this Summary page,even if no work-related injuries or illnesses occurred during the year. Remember to review the Log to verify that the entries are complete and accurate before completing this summary. ' . - . ..._— - Using the Log,count the individual entries you made for each category.Then write the totals below,making sum you've added the entries from every page of the Log.If you had no cases,write"0." Establishment information Employees,former employees,and their representatives have the right to review the OSHA Form 300 in its entirety.They also have limited access to the OSHA Form 301 or its equivalent.See 29 CFR Part 1904.35,in OSHA's recordkeeping rule,for further details on the access provisions for YYurestablBnmentname EAR Telecommunications,LLC DBA:EARTC these forms. Street 16201 Bratton Lane Number of Cases city Austin State TX Zip 78728 Total number of Total number of Total number of cases Total number of deaths cases with days with job transfer or other recordable Industry description(e.g.,Manufacture of motor truck trailers) away from work restriction cases O O O O Traffic Signal and Fiber Optic infrastructure construction (G) (H) (I) (J) North American Industrial Classification(NAICS),if known(e.g.,336212) 2 3 8 2 9 0 Number of Days Employment information(If you don't have these figures,see the Total number of days Total number of days of Worksheet on the next page to estimate.) away from work job transfer or restriction Annual average number of employees 20 O O Total hours worked by all employees last year 42,640.00 (K) (L) Sign here Injury and Illness Types Knowingly falsifying this document may result in a fine. Total number of... I certify that I have examined this document and that to the best of (M) 0 my knowledge the entries are true,accurate,and complete. (1)Injuries (4)Poisonings Carlos Reyes President (2)Skin disorders 0 (5)Hearing loss 0 Company executive Title (3)Respiratory conditions 0 Phone(512)218-4200 Date 12/31/2018 p ry 0 (6)All other illnesses Post this Summary page from February 1 to April 30 of the year following the year covered by the form. Reset Public repotting burden for this collection of information is estimated to average 58 minutes per response,including time to review the instructions,search and gather the data needed,and complete and review the collection of information.Persons are not required to respond to the collection of information unless it displays a currently valid OMB control number.If you have any comments about these estimates or any other aspects of this data collection,contact:US Department of Labor,OSHA Once of Statistical Analysis,Room N-3644,200 Constitution Avenue,NW, i ' — Washington,DC 20210.Do not send the completed forms to this office, OSHA f$Form 300 (Rev.04/2004) Note:You can type input into this form and save it. Attention:This form contains information relating to n Because the forms in this recordkeeping package are"tillable/writable" employee health and must be used in a manner that 18I . Log of Work-Related PDF documents,you can type into the input form fields and protects the confidentiality of employees to the extent Year 20 �� then save your inputs using the free Adobe PDF Reader.In addition, possible while the information is being used for U.S.Department of Labor Injuries and illnesses the forms are programmed to auto-calculate as appropriate. occupational safety and health purposes. Occupational Safety and Health Administration Please Record: Reminders: Form approved OMB no.1218-0176 •Information about every work-related death and about every work-related injury or illness that involves loss of •Complete an Injury and Illness Incident Report(OSHA Form 301)or equivalent consciousness,restricted work activity orjob transfer,days away from work,or medical treatment beyond first aid. form for each injury or illness recorded on this form.If you're not sure whether a Establishment name EAR Telecommunications,LLC DBA:EARTC •Significant work-related injuries and illnesses that are diagnosed by a physician or licensed health care professional. case is recordable,call your local OSHA office for help. •Work-related injuries and illnesses that meet any of the specific recording criteria listed in 29CFR Part 1904.8 Feel free to use two lines fora single case if you need to. Austin Texas through 1904.12. •Complete the 5 steps for each case. COSoh Step 1.Identify the person Step 2.Describe the case Step 3.Classify the case Step 4. Step 5. SELECT ONLY ONE circle based on the (A) (B) (C) (D) (E) (F) most serious outcome: Enter the number of Case Employee's Where the event occurred Describe injury '' "" days the InJured or III Select one column: Em to ee's name Job title Date of injury or illness,parts of body worker was: no. (e.g.,Welder) or onset of (e.g.,Loading dock north end) affected,and object/substance that Remained at Work illness directly injured or made person ill(e.g., Meow (e.g.,2/10) Second degree burns on right forearm from acetylene torch) as•awey Job tnnafer Other record• A On Job (M) Death from wort'rx rbstgietlon able cases from transfer or Y k work restriction I-§ ,N I. b (G) (H) (I) (J) (K) (L) 5 H9 14 1 Reset I /_ 0 0 0 0 ('I) (2) (3) (4) (5) (6) month/day _days _clays 000000 Reset J month/day 0 0 0 0 _days _der. 00000C Reset l //dey 0 0 0 0 month days _days 00000C Reset month//day - 0 0 0 0 -dons _dart 0 0 0 0 0 C Reset I month day 0 0 0 0 _days days 0 0 000 C Reset I moonlit day 0 0 0 0 _days _deys 00 000 C Reset l month//day 0 0 0 0 _days _deY. 00 00 0 C i Reset, /I dey 0 0 0 0 month _deys _deys 00000C Reset I /dey 0 0 0 0 month _day. _der. 0 000 OC Reset] month/deY 0 0 0 0 —days _days 0 0 00 0 C Public reporting burden for this collection of mformetion is estimated to avenge 14 minutes per response,including time to review the Page totals ' 0 0 0 0 0 0 0 0 0 0 0 0 instructions,search and gather the data needed,and complete and review the collection of information.Persons are not required to Add a Form Page b respond to the collection otinforetion unless it displays a currently valid OMB control number.If you have any comments about these Be sure to transfer these totals to the Summary page(Form 300A)before you past It. I '. ,,m o o A estimates or any other aspects of this data collection,contact:US Department of Labor,OSHA Office of Statistical Analysis,Room _ 4 :di S 8 N-3644,200 Constitution Avenue,NW,Washington,DC 20210.Do not send the completed forams to this office, bE i . Q y o a Sd (1) (2) (3) (4) (5) (6) Note: You can type input into this form and save it. Optional Because the forms in this recordkeeping package are"fillable/ writable"PDF documents,you can type into the Input form fields and then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto-calculate as appropriate. Wo rks h e e t to Help You Fill Out the Summary At the end of the year,OSHA requires you to enter the average number of employees and the total hours your employees worked on the Summary.If you don't have these figures,you can use the information on this page to estimate the numbers you will need to enter on the Summary page. If you pay about the same number of employees every pay period throughout the year(e.g.,about 100), then you can use that number as your annual average employment.If the number of employees fluctuates from pay period to pay period(e.g.,your business is seasonal or your establishment grew or shrunk during How to figure the total hours all employees worked: the year),then you should use the formula below to calculate employment average. Include hours worked by salaried,hourly,part-time,and seasonal workers, How to figure the average number of employees who worked for your establishment during the year: as well as hours worked by other workers subject to day-to-day supervision by your establishment(e.g.,temporary help service workers). Add up and then enter the number of employees your Do not include vacation,sick leave,holidays,or any other non-work time, Oestablishment paid IN EACH PAY PERIOD during The total number of O 20 even if employees were paid for it.If your establishment keeps records of the year.Be sure to include all employees:full-time, employees paid in all pay only the hours paid,or if you have employees who are not paid by the hour, part-time,temporary,seasonal,salaried,and hourly. Periods throughout the year= please estimate the hours that the employees actually worked. If this number isn't available,you can use this optional worksheet to© Count and then enter the number of pay periods your estimate it. establishment had during the year.Be sure to include any pay periods when you had no employees.For example,enter 26 ifyou have biweeklyperiods The number of pay P PaYP 52.00 or 52 if you have weekly pay periods. per ods during the year= Optional Worksheet Divide the number of employees by the number of 0 20 =©0.38 20 © _ Find the number of full-time employees in your g pay periods.(See auto-talc.) establishment for the year. © 52 X 2,080.00 Multiply by the number of work hours for a full-time O c O Round the answer to the next highest whole 0 1 employee in a year.t�0 ¢ number(See auto-talc.).Write the rounded The number rounded = J ., number in the blank on the Summary page 41,600.00 `t- This is the number of full-time hours worked. O a,, marked Annual average number of employees. C c + ,040.00 Add the number of anyovertime hours as well as the GI m Note:Review your annual average number For example,Acme Construction figured its average employment this way: of employees to ensure it mates sense Is it hours worked by other employees(part-time, a about the same as the number of employees In this pay period...Acme paid this many employees... temporary,seasonal). tti inworking at your establishment on any given Q. lei 1 10 day?Is it bigger thin your smallest number a) C 2 0 Number of employees paid=830 O of employees in a pay period?Is it smaller CI than your biggest number of employees in a 3 15 42,640.00 pay period?If the slime,to my of these to v 4 30 Number of pay periods=26 Q questions is"no,"then the calculation may Round the answer to the next highest whole number. Write the rounded number in the blank on the p 5 40 �}Q= 31.92 0 s""`°"eLt Summarypage marked Total hours worked byall 20 26 Note:You CANNOT divide the total employees last year. 25 15 31.92 rounds to 32 number of W2s by the number of pay r rou O periods to calculate average employment. '".x;' 26 �Q You must add up the number of employees 830 32 is the annual average number of employees paid IN EACH PAY PERIOD and then Reset divide by the number of pay periods. Optional Note:You can type input into this form and save it. p Because the forms in this recordkeeping package arellable/writable" PDF documents,you can type into the input form fields and Calculating Injury and Illness Incidence Rates then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto-calculate as appropriate. What is an incidence rate? (c)The number of hours all employees actually various classifications(e.g.,by industry,by An incidence rate is the number of recordable worked during the year.Refer to OSHA Form employer size,etc.).You can obtain these injuries and illnesses occurring among a given 300A and optional worksheet to calculate this published data at www.bls.gov/iif or by calling number of full-time workers(usually 100 full- number. a BLS Regional Office. time workers)over a given period of time You can compute the incidence rate for all (usually one year).To evaluate your firm's injury recordable cases of injuries and illnesses using the and illness experience over time or to compare following formula: your firm's experience with that of your industry Total number of injuries and illnesses X 200,000=' as a whole,you need to compute your incidence Number of hours worked by all employees=Total Worksheet rate.Because a specific number of workers and a recordable case rate specific period of time are involved,these rates you identifyproblems in your workplace (The 200,000 figure in the formula represents the can help y number of hours 100 employees 40 hours Number of and/or progress you may have made in preventingworking Total number of hours worked Total recordable work-related injuries and illnesses. per week,50 weeks per year would work,and injuries and illnesses by all employees case rate provides the standard base for calculating How doyou calculate an incidence incidence rates.) _ = rate? You can compute the incidence rate for 0 X 200,000 42,640.000 recordable cases involving days away from work, You can compute an occupational injury and days of restricted work activity or job transfer illness incidence rate for all recordable cases or (DART)using the following formula: for cases that involved days away from work for . your firm quickly and easily.The formula (Number of entries in column H+Number of H requires that you follow instructions in paragraph entries in column I)X 200,000_Number of hours O S (a)below for the total recordable cases or those in worked by all employees=DART incidence rate Number of asparagraph(b)for cases that involved days away You can use the same formula to calculate hours worked DART incidence t from work,and for both rates the instructions in Number of entries in ,Jincidence rates for other variables such as cases by all employees rate Column H+Column I p a paragraph(c). involving restricted work activity(column(I)on C (a)To find out the total number of recordable Form 300A),cases involving skin disorders 0 X 200,000 — 42,640.00 = 0 to % injuries and illnesses that occurred during the (column(M-2)on Form 300A),etc.Just substitute a year,count the number of line entries on your the appropriate total for these cases,from Form to OSHA Form 300,or refer to the OSHA Form 300A,into the formula in place of the total number Cl. 7ti 300A and sum the entries for columns(H)CD e ,(I), of injuries and illnesses. CI c and(J). If.y (b)To find out the number of injuries and What can I compare my incidence rate Reset o illnesses that involved days away from work, to? count the number of line entries on your OSHA Form 300 that received a check mark in column The Bureau of Labor Statistics(BLS)conducts a survey of occupational injuries and illnesses each A (II),or refer to the entry for column(H)on the year and publishes incidence rate data by 6} OSHA Form 300A. OSHA's Form 300A (Rev.04/2004) Note:You can type input into this form and save it. Year ZO Because the forms in this recordkeeping package are"tillable/writable" 17 0 PDF documents,you can type into the input form fields and Summary of Work-Related Injuries and Illnesses then save your inputs using the free Adobe PDF Reader. U.S.Department of Labor Occupatlonel Seely and Health Administration Form approved OMB no.1218-0176 All establishments covered by Part 1904 must complete this Summary page,even if no work-related injuries or illnesses occurred during the year. Remember to review the Log to verify that the entries are complete and accurate before completing this summary. Using the Log,count the individual entries you made for each category.Then write the totals below,making sure you've added the entries from every page of the Log.If you had no cases,write"0." Establishment information Employees,former employees,and their representatives have the right to review the OSHA Form 300 in its entirety.They also have limited access to the OSHA Form 301 or its equivalent.See 29 CFR Part 1904.35,in OSHA's recordkeeping rule,for further details on the access provisions for Youreslabllahmenlnama EAR Telecommunications,LLC DBA:EARTC these forms. Street 16201 Bretton Lane Number of Cases City Austin State TX Zip 78728 Total number of Total number of Total number of cases Total number of deaths cases with days with job transfer or other recordable Industry description(e.g.,Manufacture of motor truck trailers) away from work restriction cases O O O O Traffic Signal and Fiber Optic infrastructure construction (G) (H) (I) (J) North American Industrial Classification(NAICS),if known(e.g.,336212) 2 3 8 2 9 0 Number of Days Employment information(Ifyou don't have these figures,see the Total number of days Total number of days of Worksheet on the next page to estimate.) away from work job transfer or restriction 18 Annual average number of employees 0 0 Total hours worked by all employees last year 39,312.00 (K) (L) Sign here Injury and Illness Types Knowingly falsifying this document may result in a fine. Total number of... I certify that I have examined this document and that to the best of (M) my knowledge the entries are true,accurate,and complete. (1)Injuries 0 (4)Poisonings Carlos Reyes President (2)Skin disorders 0 (5)Hearing loss 0 Company executive Title Phone(512)218-4200 Date 12/31/2017 (3)Respiratory conditions 0 (6)All other illnesses 0 Post this Summary page from February 1 to April 30 of the year following the year covered by the form. Reset Public reporting burden for this collection of information is estimated to average 58 minutes per response,including time to review the instructions,search and gather the data needed,and complete and review the collection of information.Persons are not required to respond to the collection of information unless it displays a currently valid OMB control number.If you have any comments about these estimates or any other aspects of this data collection,contact:US Department of Labor,OSHA Office of Statistical Analysis,Room N-3644,200 Constitution Avenue,NW, Washington,DC 20210.Do not nod the completed forms to this office. • ,.. OSHA's Form 300(Rev.04/2004) , ,..., Note:You can type input into this form and save it. Attention:This '.form contains information relating to V '• Log of 111/ork-Related Because the forms in this recordkeeping package are"fillable/writable" employee health and must be used in a manner that PDF documents,you can type into the input form fields and protects the confidentiality of employees to the extent Year 20 17 t--; then save your inputs using the free Adobe PDF Reader.In addition, possible while the information is being used for U.S.Department of Labor Injuries and Illnesses the forms are programmed to auto-calculate as appropriate, occupational safety and health purposes. O ti ccupaonal Safety and Health Administration isirmsaiss Please Record: Reminders: Form appmved OMB no.1218-0176 •Information about every work-related death and about every work-related injury or illness that involves loss of •Complete an Injury and Illness Incident Report(OSHA Form 301)or equivalent consciousness,restricted work activity orjob transfer,days away from work,or medical treatment beyond first aid. form for each injury or illness recorded on this form.I f you're not sure whether a Establishment name EAR Telecommunications,LLC DBA:EARTC •Significant work-related injuries and illnesses that are diagnosed by a physician or licensed health care professional. case is recordable,call your local OSHA office for help. •Work-related injuries and illnesses that meet any of the specific recording criteria listed in 29 CFR Part 1904.8 Feel free to use two lines fora single case ifyou need to. city Austin Texas through 1904.12. •Complete the 5 steps for each case. State Step 1.Identify the person ' Step 2.Describe the case Step 3.Classify the case Step 4. Step 5. SELECT ONLY ONE circle based on the (A) (B) (C) (D) (E) (F) most serious outcome: Enter the number of days the InJured or IR Select one column: Cane Employee's name Job title Date of injury Where the event occurred Describe injury or illness,parts of body worker was: no. (e.g.,Welder) or onset of (e.g.,Loading dock north end)affected,and object/substance that illness directly injured or made person ill(e.g., Remained at Work Illness (e.g.,2/10) Second degree bums on right forearm from acetylene torch) es tion On Job (M) I 1, ... 7,I,g=,ItIrt= tr.=d- tag tms or fer 1 I work rtric (G) (H) (I) (J) 1 11 Reset] / 0 0 0 0 (1) (2) (3) (4) (5) (6) montht day -"Y' --d.,s 0 00000 Reset] 0 0 0 0 inonthi/day days _dsYs 0 0 0 0 0 C Reset] 0 0 0 0 monthl/day days _days 0 0 0 0 0 C Reset ' I 0 0 0 0 month,day --doYs dors 000000 Reset] / 0 0 0 0 SoYs' 0 0 0 00 C month/day _days Reset] i 0 0 0 0 month/day _daYs ddYs 0 0 000C Reset] 0 0 0 0 monthi/day -days _dsr. 000000 Reset l I 0 0 0 0 month/day _days _deys 000000 Reset] ' 0 0 0 0 month,day -"Ys --"Y5 0 0 0 0 0 C I Reset 1 i days _days 0 0 0 0 000000 month/day _ Public reporting burden for this collection of information is estimated to average 14 minutes per response,including time to=view the Page totals II' 0 0 0 0 0 0 0 0 0 0 0 0 instructions,search and gather the data needed,and complete and review the collection of infonnation.Persons arc not required to respond to the collection of information unless it displays a currently valid OMB control number,If you have any comments about these Add a Form Page Is s Be sure to transfer these totals to the Summary page(Form 300A)before you post it ;. T gs.p. z i 1I estimates or any other aspec.of this data collation,contact:US Department of Labor,OSHA Office of Statistical Analysis,Room 11 'g N-3644,200 Constitution Avenue,NW,Washington,DC 20210 Do not send the completed forret to this office ' .. '. •••,-.• _ (1) (2) (3) (4) (5) (6) Note:You can type input into this form and save it. Optional Because the forms in this recordkeeping package are"fillable/ writable"PDF documents,you can type into the input form fields and then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto calculate as appropriate. Wo rks h e e t to Help You Fill Out the Summary At the end of the year,OSHA requires you to enter the average number of employees and the total hours your employees worked on the Summary.If you don't have these figures,you can use the information on this page to estimate the numbers you will need to enter on the Summary page. If you pay about the same number of employees every pay period throughout the year(e.g.,about 100), then you can use that number as your annual average employment.If the number of employees fluctuates from pay period to pay period(e.g.,your business is seasonal or your establishment grew or shrunk during How to figure the total hours all employees worked: the year),then you should use the formula below to calculate employment average. Include hours worked by salaried,hourly,part-time,and seasonal workers, How to figure the average number of employees who worked for your establishment during the year: as well as hours worked by other workers subject to day-to-day supervision by your establishment(e.g.,temporary help service workers). Add up and then enter the number of employees your Do not include vacation,sick leave,holidays,or any other non-work time, Oestablishment paid IN EACH PAY PERIOD during The total number of even if employees were paid for it.If your establishment keeps records of the year.Be sure to include all employees:full-time, employees paid in all pay 018 only the hours paid,or if you have employees who are not paid by the hour, part-time,temporary,seasonal,salaried,and hourly. periods throughout the year= please estimate the hours that the employees actually worked. If this number isn't available,you can use this optional worksheet to © Count and then enter the number of pay periods your estimate it. establishment had during the year.Be sure to include any pay periods when you had no employees.For example,enter 26 if you have biweekly pay periods The number of pay ©52.00 or 52 if you have weekly pay periods. pm during the year= Optional Worksheet 18 Find the number of full-time employees in your © Divide the number of employees by the number of 0 8 =©0.35 establishment for the year. e pay periods.(See auto-c c.) 1,.. N © 52 X 2,080.00 Multiply by the number of work hours for a full-time 41• E O Round the answer to the next highest whole 0 1 employee in a year. t0 Q number(See auto-talc.).Write the rounded The number rounded= number in the blank on the Summary page 37 440.00 o 1 marked Annual average number of employees. This is the number of full-time hours worked. t7C1 Note:Review your annual average number 'f 1,872.00 Add the number of any overtime hours as well as the t.E For example,Acme Construction figured its average employment this way: of employees to ens um it makes sense.to it hours worked by other employees(part-time, In this payperiod...Acmepaid this manyemployees... about the same as the number of employees CO y wonting at your establishment on any given temporary,seasonal). U 1 10 day?Is it bigger than your smallest number 2 0 Number of employees paid=830 0 of employees in a pay period?Is it smeller Q a then your biggest number of employees in a a 3 15 a rind?If the answer to anyf these39,312.00 4 30 Number of pay periods=26 0 pay v` o questions is"an,"than the calculation may Round the answer to the next highest whole number. p5 40 $}Q= 31.92 be incorrect Write the rounded number in the blank on the V • 0 Summary page marked Total hours worked by all 24 20 26 Note:You CANNOT divide the total - \ number of W2s by the number of pay employees last year. 25 15 31.92 rounds to 32 O periods to calculate average employment. f" 7w,,,l 26 ±12 You must mid up the number of employees Remit - ' 830 32 is the annual average number of employees paid IN EACH PAY PERIOD and then Rem` divide by the number of pay periods. Optional Note:You can type input into this form and save it. p Because the forms in this recordkeeping package are'Tillable/writable" PDF documents,you can type into the input form fields and Calculating Injury and Illness Incidence Rates then save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto-calculate as appropriate. What is an incidence rate? (c)The number of hours all employees actually various classifications(e.g.,by industry,by An incidence rate is the number of recordable worked during the year.Refer to OSHA Form employer size,etc.).You can obtain these injuries and illnesses occurring among a given 300A and optional worksheet to calculate this published data at www.bls.gov/iif or by calling number of full-time workers(usually 100 full- number. a BLS Regional Office. time workers)over a given period of time You can compute the incidence rate for all (usually one year).To evaluate your firm's injury recordable cases of injuries and illnesses using the and illness experience over time or to compare following formula: your firm's experience with that of your industry Total number of injuries and illnesses X 200,000 as a whole,you need to compute your incidence Number of hours worked by all employees=Total Worksheet rate.Because a specific number of workers and a recordable case rate specific period of time are involved,these rates can help you identify problems in your workplace (The 200,000 figure in the formula represents the Number of and/or progress you may have made in preventing number of hours 100 employees working 40 hours Total number of hours worked Total recordable work-related injuries and illnesses. per week,50 weeks per year would work,and injuries and illnesses by all employees case rate provides the standard base for calculating How doyou calculate an incidence incidence rates.) __ rate? You can compute the incidence rate for 0 X 200,000 — 39,312.00 0 You can compute an occupational injury and recordable cases involving days away from work, days of restricted work activity or job transfer illness incidence rate for all recordable cases or (DART)using the following formula: for cases that involved days away from work for ° your firm quickly and easily.The formula (Number of entries in column H+Number of Nrequires that you follow instructions in paragraph entries in column I)X 200,000_Number of hours o c workedall employees=DART incidence rate O (a)below for the total recordable cases or those in byNumber of Ja paragraph(b)for cases that involved days away You can use the same formula to calculate hours worked DART incidence r from work,and for both rates the instructions in Number of entries in incidence rates for other variables such as cases by all employees rate p 2 paragraph(c). involving restricted work activity(column(I)on Column H+Column I "� (a)To fen Form 300A),cases involving skin disorders d out the total number of recordable X 200,000 — 39 312.00 = 0 C a 0 % injuries and illnesses that occurred during the (column(M-2)on Form 300A),etc.Just substitute ' year,count the number of line entries on your the appropriate total for these cases,from Form OSHA Form 300,or refer to the OSHA Form rp y 300A,into the formula in place of the total number d c 300A and sum the entries for columns(H),(I), of injuries and illnesses. O c and(J). y : (b)To find out the number of injuries and What can I compare my incidence rate Reset oillnesses that involved days away from work, to? count the number of line entries on your OSHA Form 300 that received a check mark in column The Bureau of Labor Statistics(BLS)conducts a (H),or refer to the entry for column(H)on the OSHA Form 300A. survey of occupational injuries and illnesses each / C-1;]-; year and publishes incidence rate data by 00500 AGREEMENT City of Round Rock, Texas Contract Forms Standard Form of Agreement: Section 00500 City of Round Rock, Texas Standard Form of Agreement between Owner and Contractor AGREEMENT made as of thedayof in the year 20 14 ionjO) BETWEEN the Owner: City of Round Rock,Texas(hereafter"Owner"or"City") 221 East Main Street Round Rock,Texas 78664 and the Contractor EAR Telecommunications,LLC dba EARTC ("Contractor") 14719 US Highway 290 East,#106 Manor,TX 78653 The Project is described as: Traffic Signal at Hesters Crossing Rd&La Frontera Blvd The Engineer is: HDR Engineering,Inc. 710 Hesters Crossing#150 Round Rock,Texas,78681 For and in consideration of the mutual terms, conditions and covenants of this Agreement and all accompanying documents between Owner and Contractor, the receipt and sufficiency of which are hereby acknowledged,Owner and Contractor agree as follows: ARTICLE I THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other Conditions),Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement;these form the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations,representations or agreements, either written or oral.An enumeration of the Contract Documents,other than Modifications,appears in Article 7. ARTICLE 2 THE WORK OF THIS CONTRACT Contractor shall fully execute the Work described in the Contract Documents,except to the extent specifically indicated in the Contract Documents to be the responsibility of others. 00500 4-2016 Page 1 of 5 Standard Form of Agreement 00307791 .., .e.i.vre. 0 y, 1 zir _ ! . . . , , . • 4 ' 'k:4 " 4 , t. • . ,,,, , • * s • . ' ,-, _., -, ' 4 'I, , 4. , . . -' 1 ARTICLE 3 DATE OF COMMENCEMENT;DATE OF SUBSTANTIAL COMPLETION;DATE OF FINAL COMPLETION 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a Notice to Proceed issued by Owner. 3.2 The Contract Time shall be measured from the date delineated in the Notice to Proceed. 3.3 Contractor shall commence Work within ten ( 10 ) calendar days from the date delineated in the Notice to Proceed. 3.4 Contractor shall achieve Substantial Completion of the items of Work listed on Attachment A to this Agreement no later than N/A ( N/A )calendar days from issuance by Owner of Notice to Proceed, and Contractor shall achieve Substantial Completion of the entire Work no later than sixty ( 60 )calendar days from issuance by Owner of Notice to Proceed,subject to adjustments of this Contract Time as provided in the Contract Documents. 3.5 If Contractor fails to achieve Substantial Completion of the Work(or any portion thereof)on or before the date(s)specified for Substantial Completion in the Agreement,Contractor shall pay to Owner,as liquidated damages, the sum of six hundred and No/100 Dollars($600.00 ) for each calendar day that Substantial Completion is delayed after the date(s) specified for Substantial Completion. It is hereby agreed that the liquidated damages to which Owner is entitled hereunder are a reasonable forecast of just compensation for the harm that would be caused by Contractor's failure to achieve Substantial Completion of the Work(or any portion thereof)on or before the date(s)specified for Substantial Completion in the Agreement.It is agreed that the harm that would be caused by such failure,which includes loss of expected use of the Project areas,provision of alternative storage facilities and rescheduling of moving and occupancy dates,is one that is incapable or very difficult of accurate estimation.It is hereby agreed that if Substantial Completion of the Work (or any portion thereof) is not achieved on or before thirty (30) days after the date(s) specified for Substantial Completion in the Agreement,the Owner shall have the option to either collect liquidated damages as set forth herein or to thereafter rely on its remedies under the Contract Documents and at law and in equity, including without limitation,the recovery of actual damages.The date(s)specified for Substantial Completion of the Work(or any portion thereof)in the Agreement shall be subject to adjustment as provided in the Contract Documents. 3.6 Contractor shall achieve Final Completion of the entire Work no later than ninety ( 90 )calendar days from issuance by Owner of Notice to Proceed. ARTICLE 4 CONTRACT SUM 4.1 Owner shall pay Contractor the Contract Sum in current funds for Contractor's performance of the Contract. The Contract Sum shall be Two hundred seventy-nine thousand,two hundred eighty dollars and eighty-five cents ($ 279,280.85 ),subject to additions and deductions as provided in the Contract Documents. 4.2 Does the Contract Sum include alternates which are described in the Bid Form? No X . Yes .If yes,please provide details below: N/A 00500 4-2016 Page 2 of 5 Standard Form of Agreement 00307791 ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment submitted to Engineer and Owner by Contractor,and Certificates for Payment issued by Engineer and not disputed by Owner and/or Owner's lender,Owner shall make progress payments on account of the Contract Sum to Contractor as provided below, in Article 14 of the City of Round Rock General Conditions,and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. 5.1.3 Provided that an Application for Payment is received by Engineer and Owner, and Engineer issues a Certificate of Payment not later than the tenth(10th) day of a month, Owner shall make payment to Contractor not later than the tenth(10th) day of the next month. If an Application for Payment is received by Engineer and Owner after the application date fixed above,payment shall be made by Owner not later than one month after the Engineer issues a Certificate for Payment. 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as Engineer and Owner may require.This schedule,unless objected to by Engineer or Owner, shall be used as a basis for reviewing Contractor's Applications for Payment. 5.1.5 Applications for Payment shall warrant the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as provided in Article 14 of the City of Round Rock General Conditions. 5.1.7 Except with Owner's prior written approval, Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by Owner to Contractor when: .1 Contractor has fully performed the Contract except for Contractor's responsibility to correct Work, and to satisfy other requirements,if any,which extend beyond final payment;and .2 a final Certificate for Payment has been issued by Engineer. 5.2.2 Owner's fmal payment to Contractor shall be made no later than thirty (30) days after the issuance of Engineer's fmal Certificate for Payment. In no event shall fmal payment be required to be made prior to thirty(30) days after all Work on the Contract has been fully performed.Defects in the Work discovered prior to final payment shall be treated as non-conforming Work and shall be corrected by Contractor prior to fmal payment,and shall not be treated as warranty items. ARTICLE 6 TERMINATION OR SUSPENSION 6.1 The Contract may be terminated by Owner or Contractor as provided in Article 15 of the City of Round Rock General Conditions. 00500 4-2016 Page 3 of 5 Standard Form of Agreement 00307791 6.2 The Work may be suspended by Owner as provided in Article 15 of the City of Round Rock General Conditions. ARTICLE 7 ENUMERATION OF CONTRACT DOCUMENTS 7.1 The Contract Documents,except for Modifications issued after execution of this Agreement,are enumerated as follows: 7.1.1 The Agreement is this executed version of the City of Round Rock, Texas Standard Form of Agreement between Owner and Contractor,as modified. 7.1.2 The General Conditions are the "City of Round Rock Contract Forms 00700," General Conditions, as modified. 7.1.3 The Supplementary, Special,and other Conditions of the Contract are those contained in the Project Manual dated JUNE 2020 7.1.4 The Specifications are those contained in the Project Manual dated JUNE 2020 7.1.5 The Drawings,if any,are those contained in the Project Manual dated JUNE 2020 . 7.1.6 The Insurance&Construction Bond Forms of the Contract are those contained in the Project Manual dated JUNE 2020 7.1.7 The Notice to Bidders,Instructions to Bidders,Bid Form,and Addenda,if any,are those contained in the Project Manual dated JUNE 2020 7.1.8 If this Agreement covers construction involving federal funds, thereby requiring inclusion of mandated contract clauses, such federally required clauses are those contained in the "City of Round Rock Contract Forms 03000,"Federally Required Contract Clauses,as modified. 7.1.9 Other documents,if any, forming part of the Contract Documents are as follows: N/A ARTICLE 8 MISCELLANEOUS PROVISIONS 8.1 Where reference is made in this Agreement to a provision of any document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 8.2 Owner's representative is: Matthew Bushak City of Round Rock 3400 Sunrise Road Round Rock,Texas 78665 8.3 Contractor's representative is: Carlos Reyes EARTC 14719 E,US-290 Manor,TX 78653 8.4 Neither Owner's nor Contractor's representative shall be changed without ten(10)days'written notice to the other party. 8.5 Waiver of any breach of this Agreement shall not constitute waiver of any subsequent breach. 00500 4-2016 Page 4 of 5 Standard Form of Agreement 00307791 8.6 Owner agrees to pay Contractor from available funds for satisfactory performance of this Agreement in accordance with the bid or proposal submitted therefor,subject to proper additions and deductions,all as provided in the General Conditions, Supplemental Conditions, and Special Conditions of this Agreement, and Owner agrees to make payments on account thereof as provided therein. Lack of funds shall render this Agreement null and void to the extent funds are not available. This Agreement is a commitment of City of Round Rock's current revenues only. 8.7 Although this Agreement is drawn by Owner,both parties hereto expressly agree and assert that,in the event of any dispute over its meaning or application,this Agreement shall be interpreted reasonably and fairly,and neither more strongly for nor against either party. 8.8 This Agreement shall be enforceable in Round Rock, Texas, and if legal action is necessary by either party with respect to the enforcement of any or all of the terms or conditions herein, exclusive venue for same shall lie in Williamson County, Texas. This Agreement shall be governed by and construed in accordance with the laws and court decisions of the State of Texas. 8.9 Both parties hereby expressly agree that no claims or disputes between the parties arising out of or relating to this Agreement or a breach thereof shall be decided by an arbitration proceeding,including without limitation,any proceeding under the Federal Arbitration Act(9 USC Section 1-14)or any applicable state arbitration statute. 8.10 The parties, by execution of this Agreement, bind themselves, their heirs, successors, assigns, and legal representatives for the full and faithful performance of the terms and provisions hereof. This Agreement is entered into as of the day and year first written above and is executed in at least three(3) original copies, of which one is to be delivered to Contractor, one to Engineer for use in the administration of the Contract,and the remainder to Owner. OWNER CONTRACTOR CITY OF OU D ROCK,TEXAS EAR Telecommunications dba EARTC _ l Printed Name: Craig rgan Printed Name: Car Reyes Title City Mayor Title: President Date Signed: "02° Date Signed: 08/17/2020 ATTES : kiLeAkt4 sr City Clerk FOR 'TY, •PPROVED AS T FORM: o7 wit NL . City Attom 00500 4-2016 Page 5 of 5 Standard Form of Agreement 00307791 00600 INSURANCE AND CONSTRUCTION BOND FORMS , Bond#54229881 PAYMENT BOND THE STATE OF'11t;XAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That EAR Telecommunications,LLC dba EARTC of the City of Nina' , County of Travis and State of Texas as Principal, and United Fire&Casualty Company authorized under the laws of the State of Texas to act as Surety on Bonds for Principals,are held and firmly bound unto THE CITY OF ROUND ROCK, (OWNER), and all subcontractors, workers, laborers,mechanics and suppliers as their interest may appear, all of whom shall have the right to sue upon this bond, in the penal sum of Two hundred seventy-nine thousand,two hundred eighty dollars and eighty five cents Dollars ($ 279,280.85 ) for the payment whereof, well and truly be made the said Principal and Surety bind themselves and their heirs, administrators, executors, successors, and assigns,jointly and severally,by these presents: WHEREAS, the Principal ha.s entered into a cert written Agreement with the Owner, dated. the 'mil# t 0'r1. day of t �-%''f' --, 2021, to which Agreement is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein consisting of: Traffic Signal at Hesters.Crossing Rd&La Frontera Blvd NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said. Principal shall well and truly pay all subcontractors,workers,laborers,mechanics,and suppliers, all monies to them owing by said Principals for subcontracts, work, labor, equipment, supplies and materials done and furnished for the construction of the improvements of said Agreement, then this obligation shall be and become null and void; otherwise to remain in full force and effect. PROVIDED,HOWEVER,that this bond is executed pursuant to the provisions of Chapter 2253, Texas Government code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. Page 1 00620 7-2009 Payment Bond 00090656 PAYMENT BOND (continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement, or to the Work performed thereunder, or the plans, specifications or drawings accompanying the same shall in anywise affect it's obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract,or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this Instrument this 20th day of August 20 20 . EAR Telecommunications, LLC dba EARTC United Fire&Casualty Company Principal Surety © S David T. Satine Printed Name Printed Name , By: By: Title: Title: Attorn n-Fact Address:14719 US Hwy 290 East, Suite#106 Address: p p Box 739(lg Manor, TX. 78653 Cedar Rapids, IA. 52407-3909 Residen,• gent of Surety: //'"' Sign: 4 e David T. Satine Printed Nome 100 Commons Rd, Suite 178 Street Address Dripping Springs, TX. 78620 Page 2 00620 7-2009 Payment Bond 00090656 Bond#54229881 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF WILLIAMSON § That EAR Telecommunications,LLC dba EARTC of the City of ,Manor , County of Travis , and State of Texas , as Principal, and United Fire&Casualty Company authorized under the law of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto THE CITY OF ROUND ROCK,TEXAS,(Owner),in the penal sum of Two hundred seventy-nine thousand, two hundred eighty dollars and eighty-five cents Dollars ($ 279,280.85 ) for the payment whereof, well and truly to be made the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,jointly and severally,by these presents: WHEREAS,the Principal has entered into a certain written Agreement with the Owner dated the (O day of )t A& --,2020 to which the Agreement is hereby referred to and made a part hereof as full and to the same extent as if copied at length herein consisting of: Traffic Signal at Hesters Crossing Rd&La Frontera Blvd. NOW,THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform said Agreement and shall, in all respects, duly and faithfully observe and perform all and singular the covenants, conditions and agreements in and by said Agreement,agreed and covenanted by the Principal to be observed and performed,including but not limited to,the repair of any and all defects in said work occasioned by and resulting from defects in materials furnished by or workmanship of, the Principal in performing the Work covered by said Agreement and occurring within a period of twelve(12)months from the date of Final Completion and all other covenants and conditions, according to the true intent and meaning of said Agreement and the Plans and Specifications hereto annexed,then this obligation shall be void;otherwise to remain in full force and effect; PROVIDED,HOWEVER,that this bond is executed pursuant to the provisions of Chapter 2253, Texas Government code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. Page 1 00610 7-2009 Performance Bond 00090656 PERFORMANCE BOND(continued) Surety, for value received, stipulates and agrees that no change, extension of time,alteration or addition to the term of the Agreement, or to the Work performed thereunder, or the Plans, Specifications, or drawings accompanying the same,shall in.anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement,or to the work to be performed thereunder. TN WITNESS WHEREOF,the said Principal and Surety have signed and sealed this instrument this 20th day of August 2020 . EAR Telecommunications,LLC dba EARTC United Fire&Casualty Company Principal tt 9 Surety l aS e David T. Satine Printed Name Printed Nam- B By: Title:-. Title: Att•r ey-In-Fact Address: 14719 US Hwy 290 East,Suite#106 Address: P.O. Box 73909 Manor,TX. 78653 Cedar Rapids, IA. 52407-3909 Resides `. gent of Surety; /`/ r• Signa e David T. Satine Printed Name 100 Commons Rd, Suite 178 Street Address Dripping Springs,TX. 78620 City, State&Zip Code Page 2 00610 7-2009 Performance Bond 00090656 him UNITED FIRE&CASUALTY COMPANY,CEDAR RAPIDS,IA Inquiries: Surety Department UNITED FIRE&INDEMNITY COMPANY,WEBSTER,TX 118 Second Ave SE FINANCIAL PACIFIC INSURANCE COMPANY,ROCKLIN,CA Cedar Rapids,IA 52401 ' `INSURANCE CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company-See Certification) KNOW ALL PERSONS BY THESE PRESENTS,That United Fire&Casualty Company,a corporation duly organized and existing under the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific Insurance Company,a corporation duly organized and existing under the laws of the State of California(herein collectively called the Companies),and having their corporate headquarters in Cedar Rapids,State of Iowa,does make,constitute and appoint DAVID T. SATINE, WARREN ALTER, JONATHAN BURSEVICH, EACH INDIVIDUALLY their true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $20,000,000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney,pursuant to the authority hereby given and hereby ratified and continued. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by United Fire&Casualty Company,United Fire& Indemnity Company,and Financial Pacific Insurance Company. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15,2013,by the Boards of Directors of United Fire&Casualty Company,United Fire&Indemnity Company,and Financial Pacific Insurance Company. "Article VI-Surety Bonds and Undertakings" Section 2,Appointment of Attorney-in-Fact. "The President or any Vice President,or any other officer of the Companies may, from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Companies in the execution of policies of insurance,bonds,undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby,and the Corporate seal,may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature and seal,when so used,being adopted by the Companies as the original signature of such officer and the original seal of the Companies,to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys-in-fact,subject to the limitations set of forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President,the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney-in-fact. IN WITNESS WHEREOF,the COMPANIES have each caused these presents to be signed by its ```�,'et.cASu� ,,�,'' ```\�4,1."",y�,,T�' `G\FCC WS(,R,,,, vice president and its corporate seal to be hereto affixed this 3rd dayof December, 2019 Jvk eo: �`�� �; Q2•.:•OKPOgq'Lp'' . CORPORATE y% =a CORPORATE �' Q.2G fF• ,, _ _ y _ y=__ __ ,o�v 2 �'.o_ UNITED FIRE&CASUALTY COMPANY x z U •i UNITED FIRE&INDEMNITY COMPANY %YC�, SEAL •ems �� SEAL ?` %Q' 1986 �a�- '-`'L 6�c� i'i� 6��\ .��,•'ngL1FOP��P••1'c• '4,:Rgs�`s' ip,.., gEx,,f, ,, •• ,,, FINANCIAL PACIFIC INSURANCE COMPANY State of Iowa,County of Linn,ss: By: i:9—._e..--.-..........;..-17--( _ Vice President On 3rd day of December, 2019, before me personally came Dennis J. Richmann to me known,who being by me duly sworn,did depose and say;that he resides in Cedar Rapids,State of Iowa;that he is a Vice President of United Fire & Casualty Company, a Vice President of United Fire & Indemnity Company, and a Vice President of Financial Pacific Insurance Company the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporations. �at.td Judith A.Jones �L _ ,,. Iowa Notarial Seal j� • ���{•. Commission number 173041 Notary Public owti My Commission Expires 4/23/2021 My commission expires:4/23/2021 I,Mary A.Bertsch,Assistant Secretary of United Fire&Casualty Company and Assistant Secretary of United Fire&Indemnity Company,and Assistant Secretary of Financial Pacific Insurance Company,do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney,with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS,and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Corporations this 20th day of August ,20 20 . ((( ' i Tf, CORPE =• ;, LY2 e)',C'? Byn SEAL �; SEAL t� /''�/O4RRAPIAs,Oi'``` ''-f�/6`STfRT61\ ` '.,• '''14/F... `\`��: Assistant Secretary, �4g4m,��\��` '1Unn„„"�" ����,uunuWo UF&C&UF&I&FPIC BPOA0049 1 2 17 , , United Fire&Casualty Company • of United Fire&Indemnity Company Financial Pacific Insurance Company SURETY IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may call United Fire Group's toll free telephone number for information or to make a complaint at: 800-343-9130 You may also write to United Fire Group at: United Fire Group Attn: Surety Department • P.O.Box 73909 Cedar Rapids,IA 52407-3909 -or street address- United Fire Group Attn: Surety Department 118 Second Avenue SE Cedar Rapids,IA 52401 You may contact the Texas Department of Insurance to obtain information on companies,coverages, rights or complaints at: 800-252-343 9 You may write the Texas Department of Insurance at: Consumer Protection(11 l-I A) P.O.Box 149091 Austin,TX 78714-99091 Fax: (512)490-1007 Web:www.tdi.texas.gov Email:ConsumerProtection n;tdi.texas.Rov Premium or Claim Disputes: Should you have a dispute concerning your premium or about a claim,you should contact United Fire Group first.If the dispute is not resolved,you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253.021, Governmental Code,and.Section 53-202,Property Code. HOME OFFICE;118 Second Avenue SE I PO Box 73909 I Cedar Rapids,Iowa 52407-3909 I P:800-332-7977 I F:319-286-2520 I www.uigins.com AC C E RT I F I CAT E OF LIABILITY INSURANCE °A0 9/8/DD Y )02020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Marieli Cestari Cestari Insurance Agency PHONE FAX 13377 Pond Springs Road,Ste 102 (A/C,NO,EXT):512-331-1513 (A/C,NO):512-331-0500 Austin TX 78729 E-MAIL ADDRESS: mcestari@farmersagent.com INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: Burlington Insurance Company INSURER B: Texas Mutual Insurance Ear Telecommunications LLC INSURER C: 14719 US HWY 290 E Ste 106 INSURER D: Manor TX 78653 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFYTHATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECTTOALLTHETERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDTL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD (MM/DD/YYYY) (MM/DD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea Occurrence) 100,000 MED EXP(Any one person) $ 5,000 A 896BW54174 10/09/2019 10/09/2020 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PROJECT LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED AUTOS SCHEDULED ONLY AUTOS BODILY INJURY(Per accident)$ HIRED AUTOS NON-OWNED PROPERTY DAMAGE ONLY AUTOS ON LY (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTHER $ AND EMPLOYERS'LIABILITY STATUTE ANY PROPRIETOR/PARTNER/ YIN E.L.EACH ACCIDENT $ 1,000,000 EXECUTIVE OFFICER/MEMBER N/A 0002014223 05/02/2020 05/02/2021 B EXCLUDED?(Mandatory in NH) E.L.DISEASE EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder listed as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Round Rock DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 221 E Main Street AUTHORIZED REPRESENTATIVE Marieli Cestari Round Rock, TX 78664 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION.All Rights Reserved 31-1769 11-15 The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 896BW54174 COMMERCIAL GENERAL LIABILITY CG20370413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location and Description Of Completed Operations Any owner, lessee or contractor with whom you Any and all of your completed operations. have agreed, in a written contract,that such person or organization should be added as an additional insured on your policy, provided such written contract is fully executed prior to an "occurrence" in which coverage is sought under this policy. Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds,the following is added to Section organization(s) shown in the Schedule, but only III—Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is "property damage" caused, in whole or in part, by required by a contract or agreement,the most we will "your work" at the location designated and pay on behalf of the additional insured is the amount described in the Schedule of this endorsement of insurance: performed for that additional insured and included in the"products-completed operations hazard". 1. Required by the contract or agreement; or However 2. Available under the applicable Limits of Insurance 1. The insurance afforded to such additional shown in the Declarations; insured only applies to the extent permitted by whichever is less. law; and This endorsement shall not increase the applicable 2. If coverage provided to the additional insured Limits of Insurance shown in the Declarations. is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 ©Insurance Services Office,Inc.,2012 Page 1 of 1 AGGRO EVIDENCE OF PROPERTY INSURANCE DATE(MM/DDIYYYY) 08/27/2020 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW.THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. AGENCY PHONE(A/C,No,Extl: 512-331-1513 COMPANY Marieli Cestari Flores(353535X) 13377 Pond Springs Rd Ste 102 Truck Insurance Exchange Austin TX 78 729-7 1 20 (A/C,No): 512-331-0500 ADDRESS: mcestari@farmersagent.com CODE: SUB CODE: AGENCY CUSTOMER ID#: INSURED LOAN NUMBER POLICY NUMBER EAR TELECOMMUNICATIONS LLC 606691511 14719 US HIGHWAY 290 E EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL STE 106 09/20/2019 09/20/2020 X TERMINATED IF CHECKED MANOR TX 78653 THIS REPLACES PRIOR EVIDENCE DATED: PROPERTY INFORMATION LOCATION/DESCRIPTION 14719 US HIGHWAY 290 E MANOR TX 78653 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COVERAGE INFORMATION PERILS INSURED BASIC BROAD SPECIAL X COVERAGE)PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE Building Loc 1 49,900 1,000 Business Personal Property Loc 1 15,800 1,000 Contractor Installation 3,000 1,000 Business Personal Property Loc 2 2,600 1,000 REMARKS(Including Special Conditions) Location 2:1012 W FULLER AVE,FORTH WORTH,TX 76115 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS ADDITIONAL INSURED LENDER'S LOSS PAYABLE LOSS PAYEE MORTGAGEE LOAN# City Manager City of Round Rock AUTHORIZED REPRESENTATIVE 221 E.Main Street Round Rock TX 78664 Marieli Cestari ACORD 27(2016/03) ©1993-2015 ACORD CORPORATION. All rights reserved. 311851 05/19 The ACORD name and logo are registered marks of ACORD ACo® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/WW) 09/09/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Alejandra de la Torre StateFarm Alejandra de la Torre PH NE.Est): 512-244-3311 FAX No): 512-244-5928 O 1 Chisholm Trail Ste 3150 E-MAIL a ent alexdelatorre.net O 0O ADDRESS: g .. Round Rock,TX 78681 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: State Farm Mutual Automobile Insurance Company 25178 INSURED INSURER B: Ear Telecommunication LLC INSURER C: 16201 Bratton Ln INSURER D: Austin,TX 78728 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRINSR TYPE OF INSURANCE INSD w o POLICY NUMBER W SUBR POLICY EFF POLICY EXP LIMITS {MM/DD/YY ) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO 383 0226-F25-53 04/24/2020 06/24/2021 BODILY INJURY(Per person) $ A OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS XHIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTIONS $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate which lists the City of Round Rock as an additional insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Round Rock ACCORDANCE WITH THE POLICY PROVISIONS. Transportation Department 3400 Sunrise Road AUTHORIZED PRESENTATIVE Round Rock,TX 78665 C&CZ7. cdtd ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1001486 132849.12 03-16-2016 00700 GENERAL CONDITIONS City of Round Rock Contract Forms General Conditions Section 00700 TABLE OF CONTENTS OF GENERAL CONDITIONS Article Page Number& Title Number 1. DEFINITIONS 2 2. PRELIMINARY MATTERS 5 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 7 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 8 5. BONDS AND INSURANCE 10 6. CONTRACTOR'S RESPONSIBILITIES 16 7. OTHER WORK 24 8. OWNER'S RESPONSIBILITIES 25 9. ENGINEER/ARCHITECT'S STATUS DURING CONSTRUCTION 26 10. CHANGES IN THE WORK - 27 11. CHANGE OF CONTRACT AMOUNT 28 12. CHANGE OF CONTRACT TIMES 31 13. TESTS AND INSPECTIONS;AND CORRECTION OR REMOVAL OF DEFECTIVE WORK 32 14. PAYMENTS TO CONTRACTOR AND COMPLETION 35 15. SUSPENSION OF WORK AND TERMINATION 39 16. DISPUTE RESOLUTION 41 17 RIGHT TO AUDIT 42 18. MISCELLANEOUS 43 00700 04-2020 Page 1 General Conditions 00443641 GENERAL CONDITIONS ARTICLE 1 -DEFINITIONS Whenever used in these General Conditions or in the other Contract Documents,the term printed with initial capital letters or all capital letters, including the term's singular and plural forms, will have the meaning indicated in the definitions below or as defined in these General Conditions or other Contract Documents: 1.1 Addenda - Written or graphic instruments issued prior to the receipt of Proposals or the opening of Bids that clarify, correct or change the proposal or bidding requirements or the Contract Documents. 1.2 Agreement-Prescribed form, referenced as Section 00500. 1.3 Alternative Dispute Resolution-The process by which a disputed Claim may be settled if the OWNER and the CONTRACTOR cannot reach an agreement between themselves, as an alternative to litigation. 1.4 Bid - Proposal of bidder on prescribed forms setting forth prices for performing the Work described in the Contract Documents. 1.5 Bid Documents-The advertisement or invitation for bids, instructions to bidders,the bid form, the Contract Documents and Addenda. 1.6 Calendar Day-Any day of the week; no days being excepted. Work on Saturdays, Sundays, and/or Legal Holidays shall only be conducted with prior express written consent of the OWNER. 1.7 Change Directive-A written directive to the CONTRACTOR, signed by the OWNER, ordering a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Amount or Contract Time, or both. A Change Directive may be used in the absence of total agreement on the terms of a Change Order. A Change Directive does not change the Contract Amount or Contract Time, but is evidence that the parties expect that the change directed or documented by a Change Directive will be incorporated in a subsequently issued Change Order. 1.8 Change Orders - Written agreements entered into between the CONTRACTOR and the OWNER authorizing an addition, deletion, or revision to the Contract, issued on or after the Execution Date of the Agreement and within the Contract term. 1.9 Claim - A written demand seeking, as a matter of right, adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract. 1.10 Contract - The Contract represents the entire and integrated agreement between the OWNER and the CONTRACTOR for performance of the Work, as evidenced by the Contract Documents. 1.11 Contract Amount-The amount payable by the OWNER to the CONTRACTOR for completion of the Work in accordance with the Contract Documents. 1.12 Contract Documents — Includes the Invitation to Bid, Instructions to Bidders, Agreement, General Conditions, Supplemental General Conditions, Special Conditions, Specifications, Project Manual, Drawings, Addenda and Change Orders. 1.13 Contract Time-The number of days allowed for completion of the Work as defined by the Contract. When any period is referred to in days, it will be computed to exclude the first and include the last day of such period. A day of twenty-four(24) hours measured from midnight to the next midnight will constitute a day. 1.14 CONTRACTOR - The individual, firm, corporation, or other business entity with whom the OWNER has entered into the Contract. 00700 04-2020 Page 2 General Conditions 1.15 Drawings - Those portions of the Contract Documents which are graphic representations of the scope, extent and character of the Work to be furnished and performed by the CONTRACTOR and which have been approved by the OWNER. Drawings may include plans, elevations, sections, details, schedules and diagrams. Shop Drawings are not Drawings as so defined. 1.16 Engineer/Architect (E/A) - The OWNER's design professional identified as such in the Agreement. The titles of"Architect/Engineer,""Architect"and"Engineer"used in the Contract Documents shall be read the same as Engineer/Architect (E/A). Nothing contained in the Contract Documents shall create any contractual or agency relationship between E/A and the CONTRACTOR. 1.17 Equal-The terms"equal"or"approved equal"shall have the same meaning. 1.18 Execution Date-Date of last signature of the parties to the Agreement. 1.19 Field Order-A written order issued by Owner's Representative which orders minor changes in the Work and which does not involve a change in the Contract Amount or the Contract Time. 1.20 Final Acceptance—The stage in the Contract process when, in the OWNER's opinion, Final Completion of the Work has been attained and a Certificate of Acceptance approved by the OWNER is issued. 1.21 Final Completion -The stage in the progress of the Work when, in the OWNER's opinion, the entire Work has been completed, the CONTRACTOR's obligations under the Contract Documents have been fulfilled, and the OWNER is processing or has made final payment to the CONTRACTOR, as evidenced by a Certificate of Acceptance approved by the OWNER. 1.22 Inspector-The authorized representative of any regulatory agency that has jurisdiction over any portion of the Work. 1.23 Legal Holidays 1.23.1 The following are recognized by the OWNER: Holiday Date Observed New Year's Day January 1 Martin Luther King, Jr.'s Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Veteran's Day November 11 Thanksgiving Day Fourth Thursday in November Friday after Thanksgiving Friday after Thanksgiving Christmas Eve December 24 Christmas Day December 25 00700 04-2020 Page 3 General Conditions 1.23.2 If a Legal Holiday falls on Saturday, it will be observed on the preceding Friday. If a Legal Holiday falls on Sunday, it will be observed on the following Monday. 1.23.3 If Christmas Eve falls on a Saturday or a Sunday, the preceding Friday is observed as the Christmas Eve holiday. 1.23.4 If Christmas Day falls on a Saturday or a Sunday, the following Monday is observed as the Christmas Day holiday. 1.24 Milestones-A significant event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25 Notice to Proceed - A Written Notice given by the OWNER to the CONTRACTOR notifying the CONTRACTOR to commence the Work and which may also fix the date on which the Contract Times will commence to run and on which the CONTRACTOR shall start to perform the CONTRACTOR's obligations under the Contract Documents. 1.26 OWNER—The City of Round Rock,Texas, a municipal corporation, home-rule city and political subdivision organized and existing under the laws of the State of Texas, acting through the City Manager or his/her designee, officers, agents or employees to administer design and construction of the Project. 1.27 Owner's Representative-The designated representative of the OWNER. 1.28 Partial Occupancy or Use - Use by the OWNER of a partially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29 Project -The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part, as indicated elsewhere in the Contract Documents. 1.30 Project Manual - That portion of the Contract Documents which may include the following: introductory information; bidding requirements, Contract forms and General and Supplemental General Conditions; General Requirements; Specifications; Drawings; Project Safety Manual; and Addenda. 1.31 Proposal—Proposal of Offeror, on prescribed forms setting forth prices for performing the Work described in the Contract Documents. 1.32 Proposal Documents—The advertisement or invitation for Proposals, Instruction to Offerors, the Proposal form, the Contract Documents and Addenda. 1.33 Resident Project Representative -The authorized representative of E/A who may be assigned to the site or any part thereof. 1.34 Shop Drawings -All drawings, diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for the CONTRACTOR and submitted by the CONTRACTOR as required by the Contract Documents. 1.35 Specifications -Those portions of the Contract Documents consisting of written technical descriptions as applied to the Work, which set forth to the CONTRACTOR, in detail, the requirements which must be met by all materials, equipment, construction systems, standards,workmanship, equipment and services in order to render a completed and useful project. 1.36 Substantial Completion - The stage in the progress of the Work when the Work, or designated portions thereof, may still require minor modifications or adjustments but, in the OWNER's opinion,the Work has progressed to the point such that all parts of the Work under consideration are fully operational and the beneficial use and occupancy of which can be assumed by the Owner, as evidenced by a Certificate of Substantial Completion approved by the OWNER. 00700 04-2020 Page 4 General Conditions 1.37 Subcontractor-An individual, firm, or corporation having a direct contract with the CONTRACTOR for the performance of a part of the Work. 1.38 Sub-subcontractor-A person or entity who has a direct or indirect contract with a Subcontractor or a Sub- subcontractor of any tier to perform a portion of the Work. 1.39 Superintendent - The representative of the CONTRACTOR authorized in writing to receive and fulfill instructions from Owner's Representative, and who shall supervise and direct construction of the Work. 1.40 Supplemental General Conditions-The part of the Contract Documents which either amends or supplements the General Conditions. All General Conditions which are not so amended or so supplemented shall be considered as remaining in full force and effect. 1.41 Supplier-An individual or entity having a direct contract with the CONTRACTOR or with any Subcontractor or Sub-subcontractor to furnish materials or equipment to be incorporated in the Work by the CONTRACTOR or any Subcontractor. 1.42 Time Extension Request-An approved request for time extension on a form acceptable to the OWNER. 1.43 Work-The entire completed construction, or the various separately identifiable parts thereof, required to be furnished under the Contract Documents. 1.44 Working Day - Any day of the week, not including Saturdays, Sundays, or Legal Holidays, in which conditions not under the CONTRACTOR's control will permit work for at least seven (7)hours of the Working Times. Upon authorization by the Owner's Representative, work on Saturdays, Sundays and/or Legal Holidays may be allowed and, in that event, a Working Day will be counted for each such day. 1.45 Working Times — Times of day(s) during which work may be performed. Unless authorized by Owner's Representative, all Work shall be performed between 7:00 a.m. and 6:00 p.m. on weekdays and, if previously authorized as provided for in paragraph 1.44 or paragraph 1.6 herein, as applicable, between 9:00 a.m. and 6:00 p.m. on Saturdays, Sundays or Legal Holidays. When the CONTRACTOR has been authorized to perform Work during hours outside Working Times, such hours shall be considered time worked on Working Day contracts. Notwithstanding the preceding, emergency work may be done without prior permission only as provided in paragraph 6.11.5 herein. 1.46 Written Notice-Written communication between the OWNER and the CONTRACTOR. Written Notice shall be deemed to have been duly served if delivered in person to Owner's Representative or to the CONTRACTOR's duly authorized representative, or if such Written Notice is delivered to or sent by registered or certified mail to the attention of Owner's Representative or to the CONTRACTOR's duly authorized representative at the last business address known to the party giving notice. ARTICLE 2 -PRELIMINARY MATTERS 2.1 Delivery of Agreement, Bonds, Insurance, and Other Documentation: Within ten (10) Calendar Days after written notification of award of Contract,the CONTRACTOR shall deliver to the OWNER signed Agreement, Bond(s), Insurance Certificate(s) and other documentation required for execution of the Contract. 2.2 Copies of Documents: The OWNER shall furnish to the CONTRACTOR two (2) copies of the Contract Documents unless otherwise specified. 00700 04-2020 Page 5 General Conditions 2.3 Commencement of Contract Times; Notice to Proceed: The Contract Time(s) commence on the date indicated in the Agreement or in the Notice to Proceed. Notice to Proceed will be given at any time within sixty(60)Calendar Days after the Execution Date of the Agreement, unless extended by written agreement of the parties. 2.4 Before Starting Construction: 2.4.1 No Work shall be done at the site prior to the preconstruction conference without the OWNER's approval. Before undertaking each part of the Work, the CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. The CONTRACTOR shall promptly report in writing to Owner's Representative any conflict, error, ambiguity or discrepancy which the CONTRACTOR may discover and shall obtain a written interpretation or clarification from Owner's Representative before proceeding with any Work affected thereby. The CONTRACTOR shall be liable to the OWNER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents of which the CONTRACTOR knew or reasonably should have known. 2.4.2 The CONTRACTOR shall submit the following to Owner's Representative for review and approval no later than the preconstruction conference: .1 a preliminary progress schedule indicating the times (number of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents, identifying when all Subcontractors will be utilized, and taking into consideration any limitations on Working Hours; .2 a preliminary schedule of Shop Drawing and sample submittals; .3 a preliminary schedule of values for all of the Work, subdivided into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. The preliminary schedule of values submitted by the CONTRACTOR should include a reasonable estimation of value of each item included and shall not contain disproportionate values assigned to any item or items; .4 a letter designating CONTRACTOR's Superintendent; .5 a letter from the CONTRACTOR and Subcontractor(s) listing any salaried specialists; .6 if applicable, a letter designating the "Competent Person(s)" on general safety and trench safety measures; .7 if applicable, a trench safety system plan; .8 if applicable, a plan illustrating proposed locations of temporary facilities; .9 if applicable, a traffic control plan; .10 a completed Non-Use of Asbestos Affidavit(Prior to Construction); and .11 if applicable, a letter designating the Texas Registered Professional Land Surveyor for layout of the Work. 2.5 Preconstruction Conference: Prior to commencement of Work at the site,a preconstruction conference attended by the CONTRACTOR, Owner's Representative and others will be held. 00700 04-2020 Page 6 General Conditions 2.6 Initially Acceptable Schedules: Unless otherwise provided in the Contract Documents, the CONTRACTOR shall obtain approval of Owner's Representative on final versions of the schedules submitted in accordance with paragraph 2.4.2 before the first progress payment will be made to the CONTRACTOR. The progress schedule must provide for an orderly progression of the Work to completion within any specified Milestones and Contract Times. Acceptance of the schedule by Owner's Representative will neither impose on Owner's Representative responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve the CONTRACTOR from the CONTRACTOR's full responsibility therefor. The CONTRACTOR's schedule of Shop Drawings and sample submissions must provide an arrangement agreeable to the parties for reviewing and processing the required submittals. 2.7 Electronic Transmittals: 2.7.1 Except as otherwise stated elsewhere in the Contract Documents, the OWNER, E/A, and CONTRACTOR may transmit,and shall except, Project-related correspondence,texts,data,documents, drawings, information, and graphics, including but not limited to Shop Drawings and other submittals, in electronic media or digital format, either directly, or through access to a secure Project website. 2.7.2 When transmitting items in electronic media or digital format, the transmitting party makes no representations as to long term compatibility, usability, or readability of the items resulting from the recipient's use of software application packages, operating systems, or computer hardware differing from those used in the drafting or transmittal of the items. ARTICLE 3 -CONTRACT DOCUMENTS: INTENT,AMENDING, REUSE 3.1 Intent: 3.1.1 The intent of the Contract Documents is to include all information necessary for the proper execution and completion of the Work by the CONTRACTOR. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. In cases of disagreement, the following order of precedence shall govern (top item receiving priority of interpretation): Change Orders Modifications to the Contract Documents made after the Execution Date Signed Agreement Addenda to the Contract Documents Special Conditions Supplemental General Conditions General Conditions Other Bidding Requirements and Contract Forms Special Provisions to the Standard Technical Specifications Special Specifications Standard Technical Specifications Drawings (figured dimensions shall govern over scaled dimensions) Project Safety manual, if applicable 3.1.2 Unless otherwise stated in the Contract Documents,words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. 3.2 Reporting and Resolving Discrepancies: Prior to commencing the Work, the CONTRACTOR shall review the Contract Documents for the purpose of discovering any conflict, error, ambiguity or discrepancy in the Contract Documents. If, at any time, the CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provisions of any such law or regulation applicable to the performance of the Work 00700 04-2020 Page 7 General Conditions or of any such standard, specification, manual or code or instructions of any Supplier, the CONTRACTOR shall immediately report it to Owner's Representative in writing, and the CONTRACTOR shall not proceed with the Work affected thereby until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.3.1 or paragraph 3.3.2. The CONTRACTOR shall be liable to the OWNER for failure to report any such conflict, error, ambiguity or discrepancy of which the CONTRACTOR knew or reasonably should have known. 3.3 Amending and Supplementing Contract Documents: 3.3.1 The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: .1 Change Order. .2 Change Directive. 3.3.2 In addition, the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: .1 Field Order. .2 Review of a Shop Drawing or sample. .3 Written interpretation or clarification. 3.4 Reuse of Documents Prohibited: The CONTRACTOR and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with the OWNER: (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of E/A or E/A's consultants, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of the OWNER and E/A. ARTICLE 4-AVAILABILITY OF LANDS;SUBSURFACE AND PHYSICAL CONDITIONS;REFERENCE POINTS 4.1 Availability of Lands: The OWNER shall furnish, as indicated in the Contract Documents, all required rights to use the lands upon which the Work is to be performed, rights-of-way and easements for access thereto, and such other lands which are designated for the use of the CONTRACTOR. The OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which the CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the OWNER, unless otherwise provided in the Contract Documents. If the OWNER fails to furnish these lands, rights-of-way or easements in a timely manner, the CONTRACTOR may make a Claim for adjustments in the Contract Times. The CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.2 Subsurface and Physical Conditions: 4.2.1 The CONTRACTOR hereby covenants that it has examined the site of the proposed Work and is familiar with all of the conditions surrounding construction of the Project, having conducted all inquiries, tests and investigations deemed necessary and proper. Unless the CONTRACTOR, prior to the execution of the Agreement, has notified the OWNER in writing of any condition of the site of the proposed Work that would adversely impact 00700 04-2020 Page 8 General Conditions the performance of the Work by the CONTRACTOR, CONTRACTOR covenants that there are no conditions at the site of the proposed work which would adversely impact the performance of Work by the CONTRACTOR. 4.2.2 If conditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or(2) unknown physical conditions of an unusual nature, that differ materially from those normally encountered in the type of work being performed under this Contract,then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in no event later than seven (7) calendar days after first observance of the conditions. Owner's Representative will promptly investigate such conditions with E/A and, if they differ materially and cause an increase or decrease in the CONTRACTOR's cost of, or time required for, performance of any part of the Work, OWNER will consider an equitable adjustment in the Contract Amount or Contract Time, or both. If Owner's Representative determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the CONTRACTOR shall be notified in writing, stating the reasons. Any disputes arising from Owner's Representative's determination shall be resolved in accordance with Article 16. 4.2.3 Notwithstanding any other provision of this Contract,the CONTRACTOR shall be solely responsible for the location and protection of any and all public lines and utility customer service lines in the Work area. For the purposes of this section, "public lines"means the utility distribution and supply system within public rights-of-way or easements, and "utility customer service lines" (service) means any utility line connecting a utility customer to the utility distribution system. Generally, existing service connections within right-of-way or easements are not shown on the Drawings. The CONTRACTOR shall notify the OWNER and"One Call"and exercise due care to locate and to mark, uncover or otherwise protect all such lines in the construction zone and any of the CONTRACTOR's work or storage areas. The CONTRACTOR's obligation hereunder shall be primary and nondelegable. The CONTRACTOR shall indemnify or reimburse the OWNER for such expenses or costs (including fines that may be levied against the OWNER) that may result from unauthorized or accidental damage to all public lines and utility customer service lines in the Work area.The OWNER reserves the right to repair such damage the CONTRACTOR may cause, at the CONTRACTOR's expense. 4.2.4 The CONTRACTOR shall take reasonable precaution to avoid disturbing primitive records and antiquities of archaeological, paleontological or historical significance. No objects of this nature shall be disturbed without written permission of the OWNER and the Texas Department of Antiquities Protection. When such objects are uncovered unexpectedly, the CONTRACTOR shall stop all Work in close proximity and notify Owner's Representative and the Texas Department of Antiquities Protection of their presence and shall not disturb them until written permission and permit to do so is granted.All primitive rights and antiquities uncovered on the OWNER's property shall remain property of the State of Texas, the Texas Department of Antiquities Protection conforming to the Texas Natural Resources Code. If it is determined by the OWNER, in consultation with the Texas Department of Antiquities Protection,that exploration or excavation of primitive records or antiquities on Project site is necessary to avoid loss, the CONTRACTOR shall cooperate in salvage work attendant to preservation. If the Work stoppage or salvage work causes an increase in the CONTRACTOR's cost of, or time required for, performance of the Work, the Contract Amount and/or Contract Time may be equitably adjusted. 4.3 Reference Points: Unless otherwise specified, the OWNER will furnish all reference points, benchmarks, survey monuments, and control points which, in the OWNER's opinion,are suitable for laying out the Work. Such benchmarks and reference points will be placed at intervals not to exceed 1,500 feet. All reference points, benchmarks, survey monuments and control points shall be carefully preserved by the CONTRACTOR by use of flags, laths or other appropriate measures and, in case of destruction or removal by the CONTRACTOR or its employees, such reference points, benchmarks, survey monuments, and control points shall be replaced by a Registered Professional Land Surveyor at the CONTRACTOR's expense. When reference points, benchmarks, survey monuments, or control points are in conflict with the Work, then reestablishment will be the OWNER's responsibility during or upon completion of the Work. 4.4 Hazardous Materials: 00700 04-2020 Page 9 General Conditions 4.4.1 The OWNER shall be responsible for any hazardous material uncovered or revealed at the site which was not shown, indicated or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. The CONTRACTOR shall immediately notify Owner's Representative of any suspected hazardous materials encountered before or during performance of the Work and shall take all necessary precautions to avoid further disturbance of the materials. 4.4.2 The CONTRACTOR shall be responsible for any hazardous materials brought to the site by the CONTRACTOR, Subcontractor, Suppliers or anyone else for whom the CONTRACTOR is responsible. 4.4.3 No asbestos-containing materials shall be incorporated into the Work or brought on the Project site without prior approval of the OWNER. 4.4.4 TO THE FULLEST EXTENT PERMITTED BY LAWS AND REGULATIONS, CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS OWNER,AND ITS COUNCIL MEMBERS, EMPLOYEES,AGENTS,AND CONSULTANTS FROM AND AGAINST ALL CLAIMS, COSTS, LOSSES, AND DAMAGES (INCLUDING BUT NOT LIMITED TO ALL FEES AND CHARGES OF ENGINEERS, ARCHITECTS, ATTORNEYS, AND OTHER PROFESSIONALS AND ALL COURT OR ARBITRATION OR OTHER DISPUTE RESOLUTION COSTS)ARISING OUT OF OR RELATING TO FAILURE TO CONTROL, CONTAIN OR REMOVE A HAZARDOUS MATERIAL BROUGHT TO THE SITE BY CONTRACTOR OR BY ANYONE FOR WHOM CONTRACTOR IS RESPONSIBLE, OR TO A HAZARDOUS ENVIRONMENTAL CONDITION CREATED BY CONTRACTOR OR BY ANYONE FOR WHOM CONTRACTOR IS RESPONSIBLE. ARTICLE 5 -BONDS AND INSURANCE 5.1 Surety and Insurance Companies: All bonds and insurance required by the Contract Documents shall be obtained from solvent surety or insurance companies that are duly licensed by the State of Texas and authorized to issue bonds or insurance policies for the limits and coverages required by the Contract Documents. The bonds shall be in a form acceptable to the OWNER and shall be issued by a surety which complies with the requirements of Chapter 3503, Texas Insurance Code (2005) and which is otherwise acceptable to the OWNER. OWNER may require the surety to obtain reinsurance for any portion of the risk that exceeds 10% of the surety's capital and surplus. For bonds exceeding $100,000, the surety must also hold a certificate of authority from the U.S. Secretary of the Treasury or have obtained reinsurance from a reinsurer that is authorized as a reinsurer in Texas and holds a certificate of authority from the U.S. Secretary of the Treasury. 5.2 Workers'Compensation Insurance Coverage: 5.2.1 Definitions: .1 Certificate of coverage ("certificate") -A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on the Project, for the duration of the Project. .2 Duration of the Project - includes the time from the beginning of the Work on the Project until the CONTRACTOR's/person's Work on the Project has been completed and accepted by the OWNER. .3 Persons providing services on the Project ("subcontractor" herein) - includes all persons or entities performing all or part of the services the CONTRACTOR has undertaken to perform on the Project, regardless of whether that person contracted directly with the CONTRACTOR and regardless of whether that person has employees. This includes, by way of illustration and not of limitation, 00700 04-2020 Page 10 General Conditions independent contractors, Subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the Project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the Project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 5.2.2 The CONTRACTOR shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44)for all employees of the CONTRACTOR providing services on the Project, for the duration of the Project. 5.2.3 The OWNER will not execute the Contract prior to the CONTRACTOR providing all required certificates of coverage. 5.2.4 If the coverage period shown on the CONTRACTOR's current certificate of coverage ends during the duration of the Project, the CONTRACTOR must, prior to the end of the coverage period, file a new certificate of coverage with the OWNER showing that coverage has been extended. 5.2.5 The CONTRACTOR shall obtain from each person providing services on the Project, and provide to the OWNER: .1 a certificate of coverage, prior to that person beginning Work on the Project, so the OWNER will have on file certificates of coverage showing coverage for all persons providing services on the Project; and .2 no later than seven(7)days after receipt by the CONTRACTOR, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. 5.2.6 The CONTRACTOR shall retain all required certificates of coverage for the duration of the Project and for one (1)year thereafter. 5.2.7 The CONTRACTOR shall notify the OWNER in writing by certified mail or personal delivery within ten (10) days after the CONTRACTOR knew or should have known of any change that materially affects the provision of coverage of any person providing services on the Project. 5.2.8 The CONTRACTOR shall post at its office or on each Project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 5.2.9 The CONTRACTOR shall contractually require each person with whom it contracts to provide services on a Project to: .1 provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44)for all of its employees providing services on the Project,for the duration of the Project; .2 provide to the CONTRACTOR, prior to that person beginning Work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the Project, for the duration of the Project; .3 provide the CONTRACTOR, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 00700 04-2020 Page 11 General Conditions .4 obtain from each other person with whom it contracts, and provide to the CONTRACTOR: a) a certificate of coverage, prior to the other person beginning Work on the Project; and b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; .5 retain all required certificates of coverage on file for the duration of the Project and for one (1) year thereafter; .6 notify the OWNER in writing by certified mail or personal delivery within ten (10) days after the person knew or should have known of any change that materially affects the provision of coverage of any person providing services on the Project; and .7 contractually require each person with whom it contracts,to perform as required by paragraphs 5.2.9.1 - 5.2.9.7, with the certificates of coverage to be provided to the person for whom they are providing services. 5.2.10 By signing this Contract or providing or causing to be provided a certificate of coverage, the CONTRACTOR is representing to the OWNER that all employees of the CONTRACTOR who will provide services on the Project will be covered by workers'compensation coverage for the duration of the Project,that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the CONTRACTOR to administrative penalties, criminal penalties, civil penalties, or other civil actions. 5.2.11 The CONTRACTOR's failure to comply with any of these provisions is a breach of Contract by the CONTRACTOR which entitles the OWNER to declare the Contract void if the CONTRACTOR does not remedy the breach within ten (10) days after receipt of notice of breach from the OWNER. 5.3 Contractor Insurance Requirements: For specific bond requirements and additional insurance requirements, refer to the Supplemental General Conditions. 5.3.1.1 General Requirements: .1 CONTRACTOR shall carry insurance in the types and amounts indicated below for the duration of the Contract, which shall include items owned by OWNER in the care, custody and control of CONTRACTOR prior to and during construction and warranty period. .2 CONTRACTOR must complete and forward the required Certificates of Insurance to OWNER before the Contract is executed as verification of coverage required below. CONTRACTOR shall not commence Work until the required insurance is obtained and until such insurance has been reviewed by OWNER. Approval of insurance by OWNER shall not relieve or decrease the liability of CONTRACTOR hereunder and shall not be construed to be a limitation of liability on the part of CONTRACTOR. CONTRACTOR must also complete and forward the required Certificates of Insurance to OWNER whenever a previously identified policy period has expired as verification of continuing coverage. .3 CONTRACTOR's insurance coverage is to be written by companies licensed to do business in the State of Texas at the time the policies are issued and shall be written by companies with A.M. Best ratings of B+VII or better, except for hazardous material insurance which shall be written by companies with A.M. Best ratings of A-or better. 00700 04-2020 Page 12 General Conditions .4 All endorsements naming the OWNER as additional insured, waivers, and notices of cancellation endorsements as well as the Certificate of Insurance shall indicate: City of Round Rock, 221 E. Main St., Round Rock, Texas 78664. .5 The "other" insurance clause shall not apply to the OWNER where the OWNER is an additional insured shown on any policy. It is intended that policies required in the Contract, covering both OWNER and CONTRACTOR, shall be considered primary coverage as applicable. .6 If insurance policies are not written for amounts specified below, CONTRACTOR shall carry Umbrella or Excess Liability Insurance for any differences in amounts specified. If Excess Liability Insurance is provided, it shall follow the form of the primary coverage. .7 OWNER shall be entitled, upon request and without expense,to receive certified copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modification of particular policy terms, conditions, limitations, or exclusions except where policy provisions are established by law or regulations binding upon either of the parties hereto or the underwriter on any such policies. .8 OWNER reserves the right to review the insurance requirements set forth during the effective period of this Contract and to make reasonable adjustments to insurance coverage, limits, and exclusions when deemed necessary and prudent by OWNER based upon changes in statutory law, court decisions, the claims history of the industry or financial condition of the insurance company as well as CONTRACTOR. .9 CONTRACTOR shall not cause any insurance to be canceled nor permit any insurance to lapse during the term of the Contract or as required in the Contract. .10 CONTRACTOR shall be responsible for premiums, deductibles and self-insured retentions, if any, stated in policies. All deductibles or self-insured retentions shall be disclosed on the Certificate of Insurance. .11 CONTRACTOR shall provide OWNER thirty (30) days written notice of erosion of the aggregate limits below occurrence limits for all applicable coverages indicted within the Contract. .12 If OWNER-owned property is being transported or stored off-site by CONTRACTOR, then the appropriate property policy will be endorsed for transit and storage in an amount sufficient to protect OWNER's property. .13 The insurance coverages required under this contract are required minimums and are not intended to limit the responsibility or liability of CONTRACTOR. 5.3.1.2 Business Automobile Liability Insurance. Provide coverage for all owned, non-owned and hired vehicles. The policy shall contain the following endorsements in favor of OWNER: a) Waiver of Subrogation endorsement TE 2046A; b) 30 day Notice of Cancellation endorsement TE 0202A; and c) Additional Insured endorsement TE 9901 B. Provide coverage in the following types and amounts: 00700 04-2020 Page 13 General Conditions .1 A minimum combined single limit of$500,000 per occurrence for bodily injury and property damage. Alternate acceptable limits are $250,000 bodily injury per person, $500,000 bodily injury per occurrence and at least$100,000 property damage liability each accident. 5.3.1.3 Workers'Compensation and Employers' Liability Insurance: Coverage shall be consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Section 401). CONTRACTOR shall assure compliance with this Statute by submitting two (2) copies of a standard certificate of coverage (e.g. ACCORD form) to Owner's Representative for every person providing services on the Project as acceptable proof of coverage. The required Certificate of Insurance must be presented as evidence of coverage for CONTRACTOR. Workers' Compensation Insurance coverage written by the Texas Workers Compensation Fund is acceptable to OWNER. CONTRACTOR's policy shall apply to the State of Texas and include these endorsements in favor of OWNER: a) Waiver of Subrogation, form WC 420304; and b) 30 day Notice of Cancellation, form WC 420601. The minimum policy limits for Employers' Liability Insurance coverage shall be as follows: .1 $100,000 bodily injury per accident, $500,000 bodily injury by disease policy limit and $100,000 bodily injury by disease each employee. 5.3.1.4 Commercial General Liability Insurance. The Policy shall contain the following provisions: a) Blanket contractual liability coverage for liability assumed under the Contract and all contracts relative to this Project. b) Completed Operations/Products Liability for the duration of the warranty period. c) Explosion, Collapse and Underground (X, C & U) coverage. d) Independent Contractors coverage. e) Aggregate limits of insurance per project, endorsement CG 2503. f) OWNER listed as an additional insured, endorsement CG 2010. g) 30 day notice of cancellation in favor of OWNER, endorsement CG 0205. h) Waiver of Transfer of Recovery Against Others in favor of OWNER, endorsement CG 2404. Provide coverages A&B with minimum limits as follows: .1 A combined bodily injury and property damage limit of$500,000 per occurrence. 5.3.1.5 Builders' Risk Insurance. CONTRACTOR shall maintain Builders' Risk Insurance or Installation Insurance on an all risk physical loss form in the Contract Amount. Coverage shall continue until the Work is accepted by OWNER. OWNER shall be a loss payee on the policy. If off site storage is permitted, coverage shall include transit and storage in an amount sufficient to protect property being transported or stored. 5.4 Bonds: 00700 04-2020 Page 14 General Conditions 5.4.1 General. .1 Bonds, when required, shall be executed on forms furnished by or acceptable to OWNER. All bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. .2 If the surety on any bond furnished by CONTRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of the preceding paragraph, CONTRACTOR shall within ten (10)days thereafter substitute another bond and surety, both of which must be acceptable to OWNER. .3 When Performance Bonds and/or Payment Bonds are required, each shall be issued in an amount of one hundred percent (100%) of the Contract Amount as security for the faithful performance and/or payment of all CONTRACTOR's obligations under the Contract Documents. Performance Bonds and Payment Bonds shall be issued by a solvent surety company authorized to do business in the State of Texas, and shall meet any other requirements established by law or by OWNER pursuant to applicable law. Any surety duly authorized to do business in Texas may write Performance and Payment Bonds on a project without reinsurance to the limit of 10 percent of its capital and surplus. Such a surety must reinsure any obligations over 10 percent. .4 If CONTRACTOR has failed to obtain or maintain a required bond, OWNER may exclude the CONTRACTOR from the site of the Project and exercise OWNER's suspension and/or termination rights under the Contract Documents. 5.4.2 Performance Bond. .1 If the Contract Amount exceeds $100,000, CONTRACTOR shall furnish OWNER with a Performance Bond in the form set out by OWNER. .2 If the Contract Amount exceeds $25,000 but is less than or equal to $100,000, CONTRACTOR shall furnish OWNER with a Performance Bond in the form set out by OWNER, unless the original Contract Time is 60 Calendar Days/40 Working Days or less, in which case CONTRACTOR can agree to the following terms and conditions for payment in lieu of providing a Performance Bond: no money will be paid to CONTRACTOR until completion and acceptance of the Work by OWNER; CONTRACTOR shall be entitled to receive 95%of the Contract Amount following Final Completion, and the remaining 5%of the Contract Amount following the one year warranty period. .3 If the Contract Amount is less than or equal to $25,000, CONTRACTOR will not be required to furnish a Performance Bond; provided that no money will be paid to CONTRACTOR until completion and acceptance of the Work by OWNER under the following terms and conditions: CONTRACTOR shall be entitled to receive 95%of the Contract Amount following Final Completion, and the remaining 5%of the Contract Amount following the one year warranty period. .4 If a Performance Bond is required to be furnished, it shall extend for the one year warranty period. 5.4.3 Payment Bond. .1 If the Contract Amount exceeds $50,000, CONTRACTOR shall furnish OWNER with a Payment Bond in the form set out by OWNER. .2 If the Contract Amount is less than or equal to $50,000, CONTRACTOR will not be required to furnish a Payment Bond; provided that no money will be paid to CONTRACTOR until completion and acceptance of the Work by OWNER under the terms and conditions specified in paragraph 5.4.2.3. 00700 04-2020 Page 15 General Conditions ARTICLE 6 -CONTRACTOR'S RESPONSIBILITIES 6.1 Supervision and Superintendence: 6.1.1 The CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Unless otherwise directed by the OWNER in the Contract Documents, the CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. The CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. 6.1.2 The CONTRACTOR shall have an English-speaking, competent Superintendent on the Work at all times that work is in progress. Upon request of Owner's Representative, the CONTRACTOR shall present the resume of the proposed Superintendent to Owner's Representative showing evidence of experience and successful superintendence and direction of work of a similar scale and complexity. If, in the opinion of Owner's Representative, the proposed Superintendent does not indicate sufficient experience in line with the Work, he/she will not be allowed to be the designated Superintendent for the Work. The Superintendent shall not be replaced without Written Notice to Owner's Representative. If the CONTRACTOR deems it necessary to replace the Superintendent, the CONTRACTOR shall provide the necessary information for approval, as stated above, on the proposed new Superintendent. A qualified substitute Superintendent may be designated in the event that the designated Superintendent is temporarily away from the Work, but not to exceed a time limit acceptable to Owner's Representative. The CONTRACTOR shall replace the Superintendent upon the OWNER's request in the event the Superintendent is unable to perform to the OWNER's satisfaction. The Superintendent will be the CONTRACTOR's representative on the Work and shall have the authority to act on behalf of the CONTRACTOR. All communications given to the Superintendent shall be as binding as if given to the CONTRACTOR. Either the CONTRACTOR or the Superintendent shall provide an emergency and home telephone number at which one or the other may be reached if necessary when work is not in progress. 6.2 Labor, Materials and Equipment: 6.2.1 The CONTRACTOR agrees to employ only orderly and competent workers, skillful in performance of the type of Work required under this Contract. The CONTRACTOR, Subcontractors, Sub-subcontractors, and their employees may not use or possess any firearms, alcoholic or other intoxicating beverages, illegal drugs or controlled substances while on the job or on the OWNER's property, nor may such workers be intoxicated, or under the influence of alcohol or drugs, on the job. If the OWNER or Owner's Representative notifies the CONTRACTOR that any worker is incompetent, disorderly or disobedient, has knowingly or repeatedly violated safety regulations, has possessed any firearms, or has possessed or was under the influence of alcohol or drugs on the job, the CONTRACTOR shall immediately remove such worker from performing Contract Work, and may not employ such worker again on Contract Work without the OWNER's prior written consent. The CONTRACTOR shall at all times maintain good discipline and order on or off the site in all matters pertaining to the Project. The CONTRACTOR shall pay workers no less than the wage rates established in Section 00900, and maintain weekly payroll reports as evidence thereof. 6.2.2 Unless otherwise specified, the CONTRACTOR shall provide and pay for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, re-testing of defective work, start-up and completion of the Work. 6.2.3 All materials and equipment shall be of good quality and new (including new products made of recycled materials), except as otherwise provided in the Contract Documents. If required by Owner's Representative, the CONTRACTOR shall furnish satisfactory evidence (reports of required tests, manufacturer's certificates of compliance with material requirements, mill reports, etc.) as to the kind, quantity and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. 00700 04-2020 Page 16 General Conditions 6.2.4 Substitutes and "Approved Equal" Items: 6.2.4.1 Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type,function and quality required. Unless the specification or description contains words reading that no like, equivalent or"approved equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to Owner's Representative under the following circumstances: .1 "Approved Equal": If, in the OWNER's sole discretion, an item of material or an item of equipment proposed by the CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by the OWNER as an "approved equal" item, in which case review of the proposed item may, in the OWNER's sole discretion, be accomplished without compliance with some or all of the requirements for evaluation of proposed substitute items. The CONTRACTOR shall provide the OWNER with the documentation required for the OWNER to make its determination. .2 Substitute Items: If, in the OWNER's sole discretion, an item of material or an item of equipment proposed by the CONTRACTOR does not qualify as an "approved equal" item under paragraph 6.2.4.1.1, then it will be considered a proposed substitute item. The CONTRACTOR shall submit sufficient information to allow the OWNER to determine that the item of material or item of equipment proposed is essentially equivalent to that named and a substitute therefor. 6.2.4.2 Substitute Construction Methods and Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, the CONTRACTOR may with prior approval of the OWNER furnish or utilize a substitute means, method, technique, sequence, or procedure of construction. The CONTRACTOR shall submit sufficient information to Owner's Representative to allow the OWNER, in the OWNER's sole discretion,to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. 6.2.4.3 OWNER's Evaluation: The OWNER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraph 6.2.4.1.1 and paragraph 6.2.4.1.2. The OWNER will be the sole judge of acceptability. No "approved equal" or substitute shall be ordered, installed, or utilized until the OWNER's review is complete, which will be evidenced by either a Change Order or completion of the Shop Drawing review procedure. The OWNER may require the CONTRACTOR to furnish at the CONTRACTOR's expense a special performance guarantee or other surety bond with respect to any"approved equal"or substitute. The OWNER shall not be responsible for any delay due to review time for any"approved equal"or substitute. 6.2.4.4 CONTRACTOR's Expense: All data to be provided by the CONTRACTOR in support of any proposed "approved equal"or substitute item will be at the CONTRACTOR's expense. 6.2.5 The CONTRACTOR agrees to assign to the OWNER any rights it may have to bring antitrust suits against its Suppliers for overcharges on materials incorporated in the Project growing out of illegal price fixing agreements. The CONTRACTOR further agrees to cooperate with the OWNER should the OWNER wish to prosecute suits against Suppliers for illegal price fixing. 6.3 Progress Schedule: Unless otherwise directed, the CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.6 as it may be adjusted from time to time as provided below: .1 The CONTRACTOR shall submit to Owner's Representative for acceptance proposed adjustments in the progress schedule that will not change the Contract Times or Milestones. Such adjustments will conform generally to the progress schedule then in effect. 00700 04-2020 Page 17 General Conditions .2 Proposed adjustments in the progress schedule that will change the Contract Times or Milestones shall be submitted in accordance with the requirements of Article 12. Such adjustments may only be made by a Change Order or Time Extension Request in accordance with Article 12. 6.4 Concerning Subcontractors, Suppliers and Others: 6.4.1 Assignment: The CONTRACTOR agrees to retain direct control of and give direct attention to the fulfillment of this Contract. The CONTRACTOR agrees not to, by Power of Attorney or otherwise,assign said Contract without the prior written consent of the OWNER. 6.4.2 Award of Subcontracts for Portions of the Work: The CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization, whether initially or as a substitute, against whom the OWNER may have reasonable objection. The CONTRACTOR must provide the OWNER with a list of all Subcontractors, Suppliers, or other persons or organizations it will use in the Work, and such list must be provided prior to the preconstruction conference. Should the OWNER have objections,the OWNER will communicate such objections by Written Notice. If the OWNER requires a change without good cause of any Subcontractor, person or organization previously accepted by OWNER,the Contract Amount may be increased or decreased by the difference in the cost occasioned by any such change, and an appropriate Change Order shall be issued. The CONTRACTOR shall not substitute any Subcontractor, person or organization that has been accepted by the OWNER, unless the substitute has been accepted in writing by the OWNER. No acceptance by the OWNER of any Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of the OWNER to reject defective Work. 6.4.3 The CONTRACTOR shall enter into written agreements with all Subcontractors and Suppliers which specifically bind the Subcontractors or Suppliers to the applicable terms and conditions of the Contract Documents for the benefit of the OWNER and E/A. The OWNER reserves the right to specify that certain requirements shall be adhered to by all Subcontractors and Sub-subcontractors as indicated in other portions of the Contract Documents and these requirements shall be made a portion of the agreement between the CONTRACTOR and Subcontractor or Supplier. 6.4.4 The CONTRACTOR shall be fully responsible to the OWNER for all acts and omissions of the Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with the CONTRACTOR just as the CONTRACTOR is responsible for the CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between the OWNER and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of the OWNER or E/A to pay or to see to the payment of any amounts due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by laws and regulations. 6.4.5 The CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with the CONTRACTOR. The CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with Owner's Representative through the CONTRACTOR. 6.4.6 The divisions and sections of the Specifications and the identifications of any Drawings shall not control the CONTRACTOR in dividing or delineating the Work to be performed by any specific trade. 6.4.7 The CONTRACTOR shall pay each Subcontractor and Supplier their appropriate share of payments made to the CONTRACTOR not later than ten(10) Days after the CONTRACTOR's receipt of payment from the OWNER. 6.5 Patent Fees and Royalties: 6.5.1 The CONTRACTOR shall be responsible at all times for compliance with applicable patents or copyrights encompassing, in whole or in part, any design, device, material, or process utilized, directly or indirectly, in the performance of the Work or the formulation or presentation of its Bid. 00700 04-2020 Page 18 General Conditions 6.5.2 The CONTRACTOR shall pay all royalties and license fees and shall provide, prior to commencement of Work hereunder and at all times during the performance of same, for lawful use of any design, device, material or process covered by letters, patent or copyright by suitable legal agreement with the patentee, copyright holder, or their duly authorized representative whether or not a particular design, device, material, or process is specified by the OWNER. 6.5.3 The CONTRACTOR shall defend all suits or claims for infringement of any patent or copyright and shall indemnify and save the OWNER harmless from any and all claims,costs, losses,expenses and damages(including but not limited to attorney's fees and consultant fees), direct or indirect,arising with respect to the CONTRACTOR's process in the formulation of its bid or the performance of the Work or otherwise arising in connection therewith. The OWNER reserves the right to provide its own defense,with counsel of its own choosing, to any suit or claim of infringement of any patent or copyright in which event the CONTRACTOR shall indemnify and save harmless the OWNER from all costs and expenses of such defense as well as satisfaction of all judgments entered against the OWNER. 6.5.4 The OWNER shall have the right to stop the Work and/or terminate this Agreement at any time in the event the CONTRACTOR fails to disclose to the OWNER that the CONTRACTOR's work methodology includes the use of any infringing design, device, material or process. 6.6 Permits, Fees: Unless otherwise provided in the Supplemental General Conditions, the CONTRACTOR shall obtain and pay for all construction permits, licenses and fees required for prosecution of the Work. OWNER will obtain and pay for the following permits, licenses and/or fees, if required: .1 Site Development Permit. .2 Building Permit(s). .3 Texas Department of Transportation permit for work in State rights-of-way. .4 Railroad Utility License Agreement. 6.7 Laws and Regulations: 6.7.1 The CONTRACTOR shall give all notices and comply with all laws and regulations applicable to furnishing, and performing the Work. Except where otherwise expressly required by applicable laws and regulations, neither the OWNER nor E/A shall be responsible for monitoring the CONTRACTOR's compliance with any laws and regulations. 6.7.2 The CONTRACTOR shall plan and execute its operations in compliance with all applicable Federal, State and local laws and regulations, including those concerning control and abatement of water pollution and prevention and control of air pollution. 6.7.3 If the CONTRACTOR performs any Work that it is contrary to laws or regulations,then the CONTRACTOR shall bear and shall indemnify, defend and hold OWNER harmless from all claims, costs, losses and damages arising therefrom; however, it shall not be the CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with laws and regulations, but this does not relieve the CONTRACTOR of the CONTRACTOR's obligations under Article 3. 6.8 Taxes: 6.8.1 The CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by the CONTRACTOR in accordance with the laws and regulations of the State of Texas. 00700 04-2020 Page 19 General Conditions 6.8.2 The OWNER is an exempt organization as defined by Chapter 11 of the Property Tax Code of Texas and is thereby exempt from payment of Sales Tax under Chapter 151, Limited Use Sales, Excise and Use Tax, Texas Tax Code, and Chapter 321, Texas Tax Code. 6.9 Use of Premises: 6.9.1 The CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by laws and regulations, rights-of-way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. The CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, the CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by dispute resolution proceeding or at law. The CONTRACTOR shall indemnify, defend and hold harmless the OWNER, E/A, E/A's consultants and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages (including court costs and reasonable attorneys' fees) arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against the OWNER, E/A or any other party indemnified hereunder to the extent caused by or based upon performance of the Work or failure to perform the Work. 6.9.2 During the progress of the Work and on a daily basis, the CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work, the CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. The CONTRACTOR shall leave the site clean and ready for occupancy by the OWNER at Substantial Completion of the Work. The CONTRACTOR shall, at a minimum, restore to original condition all property not designated for alteration by the Contact Documents. 6.9.3 The CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall the CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.10 Record Documents: The CONTRACTOR shall maintain in a safe place at the site, or other location acceptable to the OWNER, one (1) record copy of all Drawings, Specifications,Addenda, Change Orders, Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9.5) in good order and annotated to show all changes made during construction. These record documents, together with all final samples and all final Shop Drawings,will be available to the OWNER and E/A for reference during performance of the Work. Upon Substantial Completion of the Work, these record documents, samples and Shop Drawings showing the final "as built" construction of the Project shall be promptly delivered to Owner's Representative. 6.11 Safety and Protection: 6.11.1 The CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Upon request,and prior to installation of measures,the CONTRACTOR shall submit a site security and safety plan for approval by the OWNER. By reviewing the plan or making recommendations or comments, the OWNER will not assume liability nor will the CONTRACTOR be relieved of liability for damage, injury or loss. The CONTRACTOR shall take all necessary precautions for the safety of and shall provide the necessary protection to prevent damage, injury or loss to: .1 all persons on the Work site or who may be affected by the Work; .2 all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and 00700 04-2020 Page 20 General Conditions .3 other property at the site or adjacent thereto, including but not limited to, trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction. 6.11.2 The CONTRACTOR shall comply with all applicable laws and regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. The CONTRACTOR shall notify owners of adjacent property and of underground facilities, and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraph 6.11.1.2 and paragraph 6.11.1.3 caused, directly or indirectly, in whole or in part, by the CONTRACTOR, Subcontractor, Supplier or any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be responsible, shall be remedied by the CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of the OWNER, or E/A, or E/A's consultant or anyone employed by any of them or anyone for whose acts any of them may be responsible, and not attributable, directly or indirectly, in whole or in part,to the faults or negligence of the CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). The CONTRACTOR's duties and responsibilities for safety and protection of the Work shall continue until such time as all the Work is completed and Owner's Representative has issued a notice to the OWNER and the CONTRACTOR in accordance with Article 14 that the Work is acceptable(except as otherwise expressly provided in connection with Substantial Completion). 6.11.3 Safety Representative: The CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Upon request of the OWNER, the CONTRACTOR shall provide certifications or other documentation of the safety representative's qualifications. At a minimum, the safety representative shall have received the OSHA thirty (30) hour training and a certificate evidencing that the safety representative has received such training within the last five (5) years shall be provided to the OWNER's representative. 6.11.4 Hazard Communication Programs: The CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with laws and regulations. 6.11.5 Emergencies: 6.11.5.1 In emergencies affecting the safety or protection of persons or the Work at the site or adjacent thereto, the CONTRACTOR, without special instruction or authorization from the OWNER or E/A, is obligated to act reasonably to prevent threatened damage, injury or loss and to mitigate damage or loss to the Work. The CONTRACTOR shall give Owner's Representative prompt written notice if the CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If Owner's Representative determines that a change in the Contract Documents is required because of the action taken by the CONTRACTOR in response to such an emergency,a Change Directive or Change Order will be issued to document the consequences of such action; otherwise the OWNER will not be responsible for the CONTRACTOR's emergency action. 6.11.5.2 Authorized agents of the CONTRACTOR shall respond immediately to call-out at any time of any day or night when circumstances warrant the presence on Project site of the CONTRACTOR or its agent to protect the Work or adjacent property from damage, restriction or limitation or to take such action or measures pertaining to the Work as may be necessary to provide for the safety of the public. Should the CONTRACTOR and/or its agent fail to respond and take action to alleviate such an emergency situation, the OWNER may direct other forces to take action as necessary to remedy the emergency condition, and the OWNER will deduct any cost of such remedial action from the funds due to the CONTRACTOR under this Contract. 6.11.5.3 In the event there is an accident involving injury to any individual on or near the Work, the CONTRACTOR shall notify Owner's Representative within twenty-four (24) hours of the event and shall be responsible for recording the location of the event and the circumstances surrounding the event through 00700 04-2020 Page 21 General Conditions photographs, interviewing witnesses, obtaining medical reports and other documentation that describes the event. Copies of such documentation shall be provided to Owner's Representative, for the OWNER's and E/A's records, within forty-eight(48) hours of the event. 6.12 Continuing the Work: The CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with the OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as the OWNER and the CONTRACTOR may agree in writing. 6.13 CONTRACTOR's General Warranty and Guarantee: 6.13.1 The CONTRACTOR warrants and guarantees to the OWNER that all Work will be performed in a good and workmanlike manner in accordance with the Contract Documents and will not be defective. The CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: .1 abuse, modification or improper maintenance or operation by persons other than the CONTRACTOR, Subcontractors or Suppliers; or .2 normal wear and tear under normal usage. 6.13.2 The CONTRACTOR's obligation to perform and complete the Work in a good and workmanlike manner in accordance with the Contract Documents shall be absolute. None of the following will constitute acceptance of Work not in accordance with the Contract Documents or a release of the CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: .1 observations by Owner's Representative and/or E/A; .2 recommendation of any progress or final payment by Owner's Representative; .3 the issuance of a certificate of Substantial Completion or any payment by the OWNER to the CONTRACTOR under the Contract Documents; .4 use or occupancy of the Work or any part thereof by the OWNER; .5 any acceptance by the OWNER or any failure to do so; .6 any review of a Shop Drawing or sample submittal; .7 any inspection, test or approval by others; or .8 any correction of defective Work by the OWNER. .9 the failure of the OWNER, E/A or any other person or entity acting on behalf of the OWNER or E/A to observe, detect or discover any defect in the Work or any non-conformance of the Work with any requirement of the Contract Documents. CONTRACTOR hereby waives any claim or defense to any claim by the OWNER that any failure by the OWNER, E/A, or any other person or entity acting on behalf of the OWNER or E/A to observe, detect or discover any defect in the Work relieves or releases, in whole or in part, CONTRACTOR from any obligations or responsibility for the correction of such defects or any other obligation of CONTRACTOR under the Contract Documents. 6.14 Indemnification: 00700 04-2020 Page 22 General Conditions 6.14.1 TO THE FULLEST EXTENT PERMITTED BY LAW,AND IN ADDITION TO ANY OTHER OBLIGATIONS OF CONTRACTOR UNDER THE CONTRACT OR OTHERWISE,CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS OWNER, ITS COUNCIL MEMBERS , EMPLOYEES, AGENTS, AND CONSULTANTS INCLUDING, BUT NOT LIMITED TO THE E/A (THE "INDEMNIFIED PARTIES" OR INDEMNIFIED PARTY", FROM AND AGAINST ALL CLAIMS, COSTS, LOSSES, AND DAMAGES (INCLUDING BUT NOT LIMITED TO ALL FEES AND CHARGES OF ENGINEERS, ARCHITECTS, ATTORNEYS, CONSULTANTS, EXPERTS AND OTHER PROFESSIONALS AND ALL COURT OR ARBITRATION OR OTHER DISPUTE RESOLUTION COSTS) ARISING OUT OF OR RELATING TO THE PERFORMANCE OF THE WORK, REGARDLESS OF WHETHER SUCH CLAIMS, COSTS, LOSSES,AND DAMAGES ARE CAUSED, IN WHOLE OR IN PARTY BY THE ACTS, ACTIONS, ERRORS OR OMISSIONS OF AN INDEMNIFIED PARTY. BECAUSE OWNER IS A MUNICIPALITY,THE TERMS AND PROVISIONS OF SUBCHAPTER C OF CHAPTER 151 OF THE TEXAS INSURANCE CODE ("CHAPTER 151") DOES NOT APPLY TO THE OWNER. IF, HOWEVER, ANY PROVISION OF CHAPTER 151 APPLIES TO THE OWNER, IT IS THE INTENT OF THE OWNER THAT IF THE PROVISIONS OF CHAPTER 151 DO APPLY, NOTHING HEREIN SHALL IMPOSE ANY REQUIREMENTS ON CONTRACTOR THAT ARE PROHIBITED BY CHAPTER 151 AND THAT ANY OF THE PROVISIONS HEREOF THAT ARE NOT PROHIBITED BY CHAPTER 151 SHALL REMAIN IN FULL FORCE AND EFFECT. ACCORDINGLY, IN THE EVENT THAT IN CONSTRUING AND INTERPRETING THE CONTRACT DOCUMENTS, A COURT OF COMPETENT JURISDICTION OR, IF APPLICABLE, AN ARBITRATOR, DETERMINES THAT CHAPTER 151 APPLIES TO THE OWNER, THEN THE COURT OR ARBITRATOR SHALL REFORM THE PROVISIONS HEREOF SO AS TO COMPLY WITH CHAPTER 151 AND SUCH REFORMATION SHALL NOT AFFECT THE VALIDITY OF ANY PROVISIONS HEREOF THAT ARE NOT PROHIBITED BY CHAPTER 151. 6.14.2 The indemnification obligation under paragraph 6.14.1 shall not be limited in any way by any limitation on the amount or type of damages, or compensation or benefits payable by or for the CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers'compensation acts, disability benefit acts or other employee benefit acts. 6.14.3 The obligations of the CONTRACTOR under paragraph 6.14.1 shall not extend to the liability of the OWNER, E/A, E/A's consultants, and their officers, directors, partners, employees or agents caused primarily by negligent preparation of maps, drawings, surveys, designs or specifications upon which is placed the applicable state-authorized design professional seal of the OWNER's, E/A's or E/A's consultant's officers, directors, partners, employees or agents. 6.14.4 In the event the CONTRACTOR fails to follow the OWNER's directives concerning use of the site, scheduling or course of construction, or engages in other conduct which proximately causes damage to property based on inverse condemnation or otherwise, then and in that event, the CONTRACTOR shall indemnify the OWNER against all costs resulting from such claims. 6.14.5 In the event the CONTRACTOR unreasonably delays progress of the work being done by others on the site so as to cause loss for which the OWNER becomes liable, then the CONTRACTOR shall reimburse the OWNER for such loss. 6.15 Survival of Obligations: All representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents,will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. 6.16 Losses from Natural Causes: Unless otherwise specified, all loss or damage to the CONTRACTOR arising out of the nature of the Work to be done or from action of the elements,floods or from unforeseeable circumstances in prosecution of the Work or from 00700 04-2020 Page 23 General Conditions unusual obstructions or difficulties which may be encountered in prosecution of the Work, shall be sustained and borne by the CONTRACTOR at its own cost and expense. 6.17 Notice of Claim: Should the CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the OWNER or of any of the OWNER's employees or agents or others for whose acts the OWNER is liable, a Claim will be made to the other party within thirty (30) calendar days of the event giving rise to such injury or damage. The provisions of this paragraph 6.17 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations, statute of repose, or any other provision of the Contract Documents. 6.18 Liquidated Damages: At set forth in the Agreement, paragraph 1.2,the CONTRACTOR or its Surety shall be liable for Liquidated Damages for the CONTRACTOR's failure to timely complete the Work or any portion thereof within the Contract Time. See Supplemental Conditions for amount of Liquidated Damages. ARTICLE 7-OTHER WORK 7.1 The OWNER may perform other work related to the Project at the site by the OWNER's own forces, or let other contracts therefor, or have other work performed by utility owners. If the CONTRACTOR believes that delay or additional cost is involved because of such action by the OWNER, the CONTRACTOR may make a Claim as provided in Article 11 or Article 12. 7.2 The CONTRACTOR shall afford other contractors who are in a contract with the OWNER and each utility owner (and the OWNER, if the OWNER is performing the additional work with the OWNER's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, the CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. The CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of Owner's Representative and the other contractors whose work will be affected. The CONTRACTOR shall promptly remedy damage caused by the CONTRACTOR to completed or partially completed construction or to property of the OWNER or separate contractors. 7.3 If the proper execution or results of any part of the CONTRACTOR's Work depends upon work performed by others under this Article 7, the CONTRACTOR shall inspect such other work and promptly report to Owner's Representative in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of the CONTRACTOR's Work. The CONTRACTOR's failure to report will constitute an acceptance of such other work as fit and proper for integration with the CONTRACTOR's Work except for latent or non-apparent defects and deficiencies in such other work. 7.4 The OWNER shall provide for coordination of the activities of the OWNER's own forces and of each separate contractor with the Work of the CONTRACTOR, who shall cooperate with them. The CONTRACTOR shall participate with other separate contractors and Owner's Representative in reviewing their construction schedules when directed to do so. The CONTRACTOR shall make any revisions to the construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the CONTRACTOR, separate contractors and the OWNER until subsequently revised. 7.5 Unless otherwise stated herein, costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsible therefor. 7.6 If CONTRACTOR damages,delays, disrupts or interferes with the work of any other contractor,or any utility owner performing other work at or adjacent to the site of the Project, through CONTRACTOR's failure to take reasonable and customary measures to avoid such impacts, or if any claim arising out of CONTRACTOR's actions, 00700 04-2020 Page 24 General Conditions inactions or negligence in performance of the Work at or adjacent to the site of the Project is made by any such other contractor or utility owner against CONTRACTOR, OWNER, or E/A, then CONTRACTOR shall (1) promptly attempt to settle the claim as to all parties through negotiations with such other contractor or utility owner, or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law, and(2)INDEMNIFY AND HOLD HARMLESS THE INDEMNIFIED PARTIES, INCLUDING, BUT NOT LIMITED TO THE E/A FROM AND AGAINST ANY SUCH CLAIMS,AND AGAINST ALL COSTS,LOSSES,AND DAMAGES(INCLUDING BUT NOT LIMITED TO ALL FEES AND CHARGES OF ENGINEERS, ARCHITECTS, ATTORNEYS, AND OTHER PROFESSIONALS AND ALL COURT OR ARBITRATION OR OTHER DISPUTE RESOLUTION COSTS) ARISING OUT OF OR RELATING TO SUCH DAMAGE, DELAY, DISRUPTION, OR INTERFERENCE. ARTICLE 8 -OWNER'S RESPONSIBILITIES 8.1 Prior to the start of construction, the OWNER will designate in writing a person or entity to act as Owner's Representative during construction. Except as otherwise provided in these General Conditions, the OWNER shall issue all communications to the CONTRACTOR through Owner's Representative. 8.2 The OWNER will not supervise, direct, control or have authority over or be responsible for the CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto. The OWNER is not responsible for any failure of the CONTRACTOR to comply with laws and regulations applicable to furnishing or performing the Work. The OWNER is not responsible for the CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. Failure or omission of the OWNER to discover, or object to or condemn any defective Work or material shall not release the CONTRACTOR from the obligation to properly and fully perform the Contract. 8.3 The OWNER is not responsible for the acts or omissions of the CONTRACTOR, or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 8.4 Information or services under the OWNER's control shall be furnished by the OWNER with reasonable promptness to avoid delay in the orderly progress of the Work. 8.5 The foregoing are in addition to other duties and responsibilities of the OWNER enumerated herein and especially those in respect to Article 4 (Availability of Lands; Subsurface and Physical Conditions; Reference Points),Article 7 (Other Work) and Article 14 (Payments to the CONTRACTOR and Completion). 8.6 Notice of Claim: Should the OWNER suffer injury or damage to person or property because of any error, omission or act of the CONTRACTOR or of any of the CONTRACTOR's employees or agents or others for whose acts the CONTRACTOR is liable, a notice of such injury or damage will be sent to the CONTRACTOR within thirty (30) calendar days of the event giving rise to such injury or damage. The provisions of this paragraph 8.6 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or statute of repose. 8.7 The OWNER is not responsible for the CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The failure or omission of the OWNER, E/A or any other person or entity acting on behalf of the OWNER or the E/A to observe, detect, discover, or object to or condemn any defective Work or material shall not release the CONTRACTOR from CONTRACTOR's obligation to properly and fully perform the Work pursuant to the Contract Documents. The OWNER shall not be responsible for the acts, errors or omissions of the CONTRACTOR, or any Subcontractor, Supplier or any other person or entity performing or furnishing any of the Work on behalf of the CONTRACTOR. ARTICLE 9 -ENGINEER/ARCHITECT'S STATUS DURING CONSTRUCTION 9.1 E/A's Authority and Responsibilities: 9.1.1 The duties and responsibilities and the limitations of authority of E/A during construction are set forth in the Contract Documents and shall not be extended without written consent of the OWNER and E/A. The assignment - 00700 04-2020 Page 25 General Conditions of any authority, duties or responsibilities to E/A under the Contract Documents, or under any agreement between the OWNER and E/A, or any undertaking, exercise or performance thereof by E/A, is intended to be for the sole and exclusive benefit of the OWNER and is not for the benefit of the CONTRACTOR, Subcontractor, Sub- subcontractor, Supplier, or any other person or organization, or for any surety or employee or agent of any of them. 9.1.2 E/A will not supervise, direct, control or have authority over or be responsible for the CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto. E/A is not responsible for any failure of the CONTRACTOR to comply with laws and regulations applicable to the furnishing or performing the Work. E/A is not responsible for the CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. Failure or omission of E/A to discover, or object to or condemn any defective Work or material shall not release the CONTRACTOR from the obligation to properly and fully perform the Work. 9.1.3 E/A is not responsible for the acts or omissions of the CONTRACTOR, or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.1.4 If the OWNER so directs, E/A will review the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certificates of inspection,tests and approvals and other documentation required to be delivered by Article 14, but only to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.1.5 The limitations upon authority and responsibility set forth in this paragraph 9.1 shall also apply to E/A's Consultants, Resident Project Representative and assistants. 9.2 E/A as Owner's Representative: 9.2.1 E/A may be designated as Owner's Representative under paragraph 8.1. 9.3 Visits to Site: If the OWNER so directs, E/A will make visits to the site at intervals appropriate to the various stages of construction as is necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of the CONTRACTOR's executed Work. Based on information obtained during such visits and observations, E/A will endeavor for the benefit of the OWNER to determine if the Work is proceeding in accordance with the Contract Documents. E/A will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. E/A's efforts will be directed toward providing for the OWNER a greater degree of confidence that the completed Work will conform to the Contract Documents. On the basis of such visits and on-site observations, E/A will keep the OWNER informed of the progress of the Work and will endeavor to guard the OWNER against defective Work. E/A's visits and on-site observations are subject to all the limitations on E/A's authority and responsibility set forth in paragraph 9.1. 9.4 Project Representative: If the OWNER and E/A agree, E/A will furnish a Resident Project Representative to assist E/A in providing more continuous observation of the Work. The responsibilities and authority and limitations of any such Resident Project Representative and assistants will be as provided in paragraph 9.1 and in the Supplemental General Conditions. The OWNER may designate another representative or agent to represent the OWNER at the site who is not E/A, E/A's consultant, agent or employee. 9.5 Clarifications and Interpretations: E/A may determine that written clarifications•or interpretations of the requirements of the Contract Documents (in the form of drawings or otherwise) are necessary. Such written clarifications or interpretations will be consistent with the intent of and reasonably inferable from the Contract Documents,will be issued with reasonable promptness by Owner's Representative and will be binding on the OWNER and the CONTRACTOR. If the OWNER or the 00700 04-2020 Page 26 General Conditions CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Amount or the Contract Times, the OWNER or the CONTRACTOR may make a Claim therefor as provided in Article 11 or Article 12. 9.6 Rejecting Defective Work: E/A may recommend that the OWNER disapprove or reject Work which E/A believes to be defective, or believes will not produce a completed Project that conforms to the Contract Documents or will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ARTICLE 10-CHANGES IN THE WORK 10.1 Changes: 10.1.1 Without invalidating the Contract and without notice to any surety, the OWNER, at any time or from time to time, may order additions, deletions or revisions in the Work. Such changes in the Work will be authorized by Change Order, Change Directive or Field Order. 10.1.2 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the CONTRACTOR shall proceed promptly, unless otherwise provided in the Change Order, Change Directive or Field Order. 10.1.3 The CONTRACTOR shall not be entitled to an increase in the Contract Amount or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraph 3.3.1 and paragraph 3.3.2, except in the case of an emergency as provided in paragraph 6.11.5 or in the case of uncovering Work as provided in paragraph 13.4. 10.1.4 Except in the case of an emergency as provided in paragraph 6.11.5, a Change Order or Change Directive is required before the CONTRACTOR commences any activities associated with a change in the Work which, in the CONTRACTOR's opinion, will result in a change in the Contract Amount and/or Contract Times. 10.1.5 If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Amount or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be the CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 10.2 Change Orders: 10.2.1 The OWNER and the CONTRACTOR shall execute appropriate written Change Orders covering: .1 a change in the Work; .2 the amount of the adjustment in the Contract Amount, if any; and .3 the extent of the adjustment in the Contract Time, if any. 10.2.2 An executed Change Order shall represent the complete, equitable, and final amount of adjustment in the Contract Amount and/or Contract Time owed to the CONTRACTOR or the OWNER as a result of the occurrence or event causing the change in the Work encompassed by the Change Order. 10.3 Change Directives: 10.3.1 The OWNER may by written Change Directive,without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Amount 00700 04-2020 Page 27 • General Conditions and Contract Time being adjusted as necessary. A Change Directive shall be used in the absence of complete and prompt agreement on the terms of a Change Order. 10.3.2 If the Change Directive provides for an adjustment to the Contract Amount, the adjustment shall be based on the method provided for in paragraph 11.5. 10.3.3 A Change Directive shall be recorded later by preparation and execution of an appropriate Change Order. 10.3.4 Upon receipt of a Change Directive, CONTRACTOR shall promptly proceed with the change in the Work involved. 10.4 Field Order: 10.4.1 Owner's Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Amount or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These shall be accomplished by written Field Order and shall be binding on the OWNER and on the CONTRACTOR who shall perform the Work involved promptly. 10.4.2 If the CONTRACTOR believes that a Field Order would require an adjustment in the Contract Amount and/or Contract Times, the CONTRACTOR shall make written request to Owner's Representative for a Change Order. Any request by the CONTRACTOR for an adjustment in Contract Amount and/or Contract Times shall be made in writing prior to beginning the work covered by the Field Order. 10.5 No Damages for Delay: Except as otherwise provided in the Contract Documents, the CONTRACTOR shall receive no compensation for delays or hindrances to the Work. If delay is caused by specific orders given by the OWNER to stop Work for reasons for which the CONTRACTOR is not responsible, or such delay is not caused by active interference in the Work by OWNER for reasons for which the CONTRACTOR is not responsible, then such delay will entitle the CONTRACTOR only to an equivalent extension of time, the CONTRACTOR's application for which shall, however, be subject to approval of the OWNER. No such extension of time shall release the CONTRACTOR or surety on its performance bond from all the CONTRACTOR's obligations hereunder which shall remain in full force until discharge of the Contract. ARTICLE 11 -CHANGE OF CONTRACT AMOUNT 11.1 The Contract Amount is stated in the Agreement and, including authorized adjustments, is the total amount payable by the OWNER to the CONTRACTOR for performance of the Work under the Contract Documents. 11.2 The original Contract Amount may not be increased by more than twenty-five percent(25%) and it may not be decreased more than twenty-five percent(25%)without the consent of the CONTRACTOR to such decrease. 11.3 The Contract Amount shall only be changed by a Change Order. Any claim for an adjustment in the Contract Amount shall be made by Written Notice delivered by the party making the Claim to the other party promptly (but in no event later than thirty(30)calendar days)after the start of the occurrence or event giving rise to the Claim and stating the general nature of the Claim. Notice of the amount of the Claim with supporting data shall be delivered within thirty(30)calendar days after Written Notice of Claim is delivered by claimant, and shall represent that the adjustment claimed covers all known amounts to which claimant is entitled as a result of said occurrence or event. If the OWNER and the CONTRACTOR cannot otherwise agree, all Claims for adjustment in the Contract Amount shall be determined as set out in Article 16. 11.4 Determination of Value of Work: 00700 04-2020 Page 28 General Conditions 11.4.1 The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Amount will be determined by one or more of the following methods: .1 by application of unit prices contained in the Contract Documents to the quantities of the items involved. .2 by a mutually agreed lump sum properly itemized and supported by sufficient substantiating data to permit evaluation. .3 by cost of Work plus the CONTRACTOR's fee for all overhead costs and profit(determined as provided in paragraph 11.5). 11.4.2 Before using the method described in paragraph 11.4.1.3, the OWNER and the CONTRACTOR agree to negotiate a Change Order using the methods identified in paragraph 11.4.1.1 and paragraph 11.4.1.2, as appropriate, to determine the adjustment in the Contract Amount. 11.5 Cost of Work: If neither of the methods defined in paragraph 11.4.1.1 or paragraph 11.4.1.2 can be agreed upon before a change in the Work is commenced which will result in an adjustment in the Contract Amount, the OWNER may issue a Change Directive to the CONTRACTOR. If the OWNER elects to issue a Change Directive, CONTRACTOR shall perform the Changed Work and payment will be made as follows: .1 For all personnel, the CONTRACTOR will receive the rate or wage specified in the prevailing wage rates established in Section 00900 for each hour that said personnel are actually engaged in such Work, to which will be added an amount equal to twenty-five percent (25%) of the sum thereof as compensation for the CONTRACTOR's and any affected Subcontractor's total overhead and profit. No separate charge will be made by the CONTRACTOR for organization or overhead expenses. For the cost of premiums on public liability insurance, workers' compensation insurance, social security and unemployment insurance, an amount equal to fifty-five percent (55%) of the wages paid personnel, excluding the twenty-five(25%)compensation provided above,will be paid to the CONTRACTOR. The actual cost of the CONTRACTOR's bond(s) on the extra Work will be paid based on invoices from surety. No charge for superintendence will be made unless considered necessary and ordered by the OWNER. .2 The CONTRACTOR will receive the actual cost, including freight charges, of the materials used on such Work, to which costs will be added a sum equal to twenty-five percent (25%) thereof as compensation for the CONTRACTOR's and any affected Subcontractor's total overhead and profit. In case material invoices indicate a discount may be taken, the actual cost will be the invoice price minus the discount. .3 For machinery, trucks, power tools, or other similar equipment agreed to be necessary by the OWNER and the CONTRACTOR, the OWNER will allow the CONTRACTOR the rate as given in the latest edition of the Associated General Contractors of America "Contractor's Equipment Cost Guide" as published by Dataquest for each hour that said tools or equipment are in use on such work, which rate includes the cost of fuel, lubricants and repairs. No additional compensation will be allowed on the equipment for the CONTRACTOR's overhead and profit. .4 The compensation, as herein provided for, shall be received by the CONTRACTOR and any affected Subcontractor as payment in full for work done by Change Directive and will include use of small tools, and total overhead expense and profit. The CONTRACTOR and the Owner's Representative shall compare records of work done by Change Directive at the end of each day. Copies of these records will be made upon forms provided for this purpose by the OWNER and signed by both Owner's Representative and the CONTRACTOR, with one(1) copy being retained by the OWNER and one (1) by the CONTRACTOR. Refusal by the CONTRACTOR to sign these records within two (2) working days of presentation does not invalidate the accuracy of the record. 00700 04-2020 Page 29 General Conditions 11.6 Unit Price Work: 11.6.1 Where the Contract Documents provide that all or part of the Work is to be unit price Work, initially the Contract Amount will be deemed to include for all unit price work an amount equal to the sum of the established unit price for each separately identified item of unit price work times the estimated quantity of each item as indicated in the Bid. The estimated quantities of items of unit price work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Amount. Determinations of the actual quantities and classifications of unit price work performed by the CONTRACTOR will be made by Owner's Representative. Owner's Representative will review with the CONTRACTOR the preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). 11.6.2 When "plan quantity" is indicated for a bid item, the CONTRACTOR shall be paid the amount specified in the Contract Documents without any measurements. 11.6.3 Each unit price will be deemed to include an amount considered by the CONTRACTOR to be adequate to cover the CONTRACTOR's overhead and profit for each separately identified item. 11.6.4 A Major Item is any individual bid item in the Bid that has a total cost equal to or greater than five percent (5%) of the original Contract Amount or $50,000, whichever is greater, computed on the basis of bid quantities and Contract unit prices. 11.6.5 The OWNER or the CONTRACTOR may make a Claim for an adjustment in the Contract Amount in accordance with Article 11 if: .1 the actual quantity of any Major Item should become as much as twenty percent(20%) more than or twenty percent(20%) less than in the Bid; or .2 The CONTRACTOR presents proper documentation contesting the accuracy of"plan quantity," and Owner's Representative verifies quantity and determines original quantity is in error by five percent (5%) or more. 11.6.6 Right to Verify Information: The CONTRACTOR agrees that any designated representative of the OWNER shall have the right to examine the CONTRACTOR's records to verify the accuracy and appropriateness of the • pricing data used to price change proposals. Even after a Change Order Proposal has been approved, the CONTRACTOR agrees that if the OWNER later determines the cost and pricing data submitted was inaccurate, incomplete, not current or not in compliance with the terms of this Agreement regarding pricing of change orders, then an appropriate contract price reduction will be made. 11.6.7 Pricing Information Requirements: The CONTRACTOR agrees to provide and require all subcontractors to provide a breakdown of allowable labor and labor burden cost information as outlined herein. This information will be used to evaluate the potential cost of labor and labor burden related to change order work. It is intended that this information represent an accurate estimate of the CONTRACTOR's actual labor and labor burden cost components. This information is not intended to establish fixed billing or change order pricing labor rates. However, at the time change orders are priced the submitted cost data for labor rates may be used to price change order work. The accuracy of any such agreed-upon labor cost components used to price change orders will be subject to later audit. Approved change order amounts may be adjusted later to correct the impact of inaccurate labor cost components if the agreed-upon labor cost components are determined to be inaccurate. ARTICLE 12-CHANGE OF CONTRACT TIMES 12.1 Working Day and Calendar Day Contracts: 12.1.1 The Contract Times (or Milestones) shall only be changed by Change Order or Time Extension Request duly executed by both the CONTRACTOR and Owner's Representative. Any claim for an adjustment of the Contract Times(or Milestones)shall be made by Written Notice delivered by the party making the Claim to the other 00700 04-2020 Page 30 General Conditions party promptly (but in no event later than thirty (30) calendar days) after the start of the occurrence or event giving rise to the delay and stating the general nature of the delay. Notice of the extent of the delay with supporting data shall be delivered within thirty (30) calendar days after Written Notice of Claim is delivered by claimant, and shall represent that the adjustment claimed is the entire adjustment to which claimant is entitled as a result of said occurrence or event. If the OWNER and the CONTRACTOR cannot otherwise agree, all Claims for adjustment in the Contract Times (or Milestones) shall be determined as set out in Article 16. No Claim for an adjustment in the Contract Times(or Milestones)will be valid if not submitted in accordance with the requirements of this paragraph. 12.1.2 When the CONTRACTOR is at fault and the OWNER stops the Work so that corrections in the Work can be made by the CONTRACTOR, then no extension in time will be allowed. 12.1.3 When the CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay for which the CONTRACTOR is not responsible, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay will be considered by OWNER. Any extension of the Contract Time shall be the CONTRACTOR's sole and exclusive remedy for such delay. However, adverse weather shall not be considered justification for extension of Contract Times on Calendar Day contracts, except as provided for in paragraph 12.2. 12.1.4 The OWNER will consider time extension requests and may grant the CONTRACTOR an extension of time because of: .1 Changes ordered in the Work which justify additional time. .2 Failure of materials or products being at the Project site due to delays in transportation or failures of Suppliers,for which the CONTRACTOR, a Subcontractor or a Supplier is not responsible. The request for an extension of time shall be supported by a recitation of acts demonstrating that such delays were beyond the control of the CONTRACTOR, a Subcontractor or a Supplier including but not limited to, the CONTRACTOR's, the Subcontractor's or the Supplier's efforts to overcome such delays documented as follows: a) Copy of purchase order for delayed item(s) indicating date ordered by the CONTRACTOR/Subcontractor and date purchase order received by Supplier. b) If item(s) require Shop Drawings or other submittal information in accordance with the Contract Documents, provide record of date submittal(s) forwarded to Owner's Representative, date submittal(s) returned to the CONTRACTOR, and date submittal(s)forwarded to Supplier. c) Copy of document(s) from Supplier, on Supplier's letterhead, indicating date(s) item(s) would be ready for shipment and/or actual shipment date(s). d) Copies of all correspondence between the CONTRACTOR/Subcontractor and Supplier indicating the CONTRACTOR/Subcontractor's efforts to expedite item(s). e) If item(s) are being purchased by a Subcontractor, provision of meeting notes, correspondence, and the like which reflect the CONTRACTOR's efforts with the Subcontractor to expedite delivery of the item(s). .3 When acts of the OWNER, E/A, utility owners or other contractors employed by the OWNER delay progress of work through no fault of the CONTRACTOR. .4 When the CONTRACTOR is delayed by strikes, lockouts, fires, losses from natural causes, or other unavoidable cause or causes beyond the CONTRACTOR's control. 12.2 Calendar Day Contracts: 00700 04-2020 Page 31 General Conditions Under a Calendar Day Contract,the CONTRACTOR may also be granted an extension of time because of unusual inclement weather that is beyond the normal weather expected for the Williamson and Travis Counties,Texas area. Normal weather which prevents the CONTRACTOR from performing Work is expected during a Calendar Day Contract, and is not a justification for an extension of time. The following delineates the number of days per month for which,for purposes of Calendar Day Contracts, expected normal weather will prevent performance of Work: January 7 days February 7 days March 7 days April 7 days May 8 days June 6 days July 6 days August 5 days September 7 days October 7 days November 7 days December 7 days Days per month exceeding the number shown above may be credited as Rain Days if a Claim is made in accordance with paragraph 12.1.1 and meets the following definition: a"Rain Day" is any day in which a weather event occurs at the site and is sufficient to prevent the CONTRACTOR from performing units of Work critical to maintaining the project schedule during the entire day. ARTICLE 13-TESTS AND INSPECTIONS; AND CORRECTION OR REMOVAL OF DEFECTIVE WORK 13.1 Notice of Defects: Prompt notice of all defective Work of which the OWNER or E/A has actual knowledge will be given to the CONTRACTOR. All defective Work may be rejected or corrected as provided for in Article 13. 13.2 Access to Work: The OWNER, E/A, E/A's Consultants, other representatives and personnel of the OWNER, independent testing laboratories and governmental agencies having jurisdiction will have unrestricted physical access to the Work site for observing, inspecting and testing. The CONTRACTOR shall provide them proper and safe conditions for such access, and advise them of the CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. 13.3 Tests and Inspections: 13.3.1 The CONTRACTOR shall give timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.3.2 The OWNER shall employ and pay for services of an independent testing laboratory to perform all inspections, tests or approvals required by the Contract Documents except: .1 for inspections, tests or approvals covered by paragraph 13.3.3 below; .2 for reinspecting or retesting defective Work; and .3 as otherwise specifically provided in the Contract Documents. All testing laboratories shall be those selected by the OWNER. 00700 04-2020 Page 32 General Conditions 13.3.3 If laws or regulations of any public body having jurisdiction require any Work(or part thereof)specifically to be inspected,tested or approved by an employee or other representative of such public body, the CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith and furnish Owner's Representative the required certificates of inspection or approval. The CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for the OWNER's and E/A's review of materials or equipment to be incorporated in the Work, or of materials, mix designs or equipment submitted for review prior to the CONTRACTOR's purchase thereof for incorporation in the Work. 13.4 Uncovering Work: 13.4.1 If any Work (or the work of others) that is to be inspected, tested or approved is covered by the CONTRACTOR without concurrence of Owner's Representative, or if any Work is covered contrary to the written request of Owner's Representative, it must, if requested by Owner's Representative, be uncovered and recovered at the CONTRACTOR's expense. 13.4.2 If Owner's Representative considers it necessary or advisable that covered Work be observed, inspected or tested, the CONTRACTOR shall uncover, expose or otherwise make available for observation, inspection or testing that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective,the CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and the OWNER shall be entitled to an appropriate decrease in the Contract Amount, and may make a Claim therefor as provided in Article 11. If, however, such Work is not found to be defective, the CONTRACTOR shall be allowed an increase in the Contract Amount or an extension of the Contract Times (or Milestones), or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and the CONTRACTOR may make a Claim therefor as provided in Article 11 and Article 12. 13.5 OWNER May Stop the Work: 13.5.1 If the Work is defective, or the CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents,the OWNER may order the CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of the OWNER to stop the Work shall not give rise to any duty on the part of the OWNER to exercise this right for the benefit of the CONTRACTOR or any surety or other party. 13.5.2 If the CONTRACTOR fails to correct defective Work or submit a satisfactory plan to take corrective action, with procedure and time schedule, the OWNER may order the CONTRACTOR to stop the Work, or any portion thereof, until cause for such order has been eliminated, or take any other action permitted by this Contract. A notice to stop the Work, based on defects, shall not stop calendar or working days charged to the Project. 00700 04-2020 Page 33 General Conditions 13.6 Correction or Removal of Defective Work: If required by the OWNER,the CONTRACTOR shall promptly,as directed,either correct all defective Work,whether or not fabricated, installed or completed, or, if the Work has been rejected by Owner's Representative, remove it from the site and replace it with Work that is not defective. The CONTRACTOR shall correct or remove and replace defective Work, or submit a plan of action detailing how the deficiency will be corrected, within the time frame identified in the notice of defective Work. The CONTRACTOR shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal(including but not limited to all costs of repair or replacement of work of others), including but not limited to all consultant, engineering, expert and attorney's fees incurred by the OWNER as a result of such defective work or as necessary for OWNER to investigate such defective Work and/or to determine the appropriate means or methods to address or correct such defective Work. The OWNER shall have the right, in OWNER's sole discretion, to have the E/A or other consultant specify the means and methods that will be followed to correct or address any defective Work. If the OWNER specifies a means or method by which the defective Work will be addressed or corrected, the CONTRACTOR shall perform the specified work necessary to address or correct the defective Work at CONTRACTOR's sole cost and expense. 13.7 Warranty period: 13.7.1 If, at any time after the date of Substantial Completion or such longer period of time as may be prescribed by laws or regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, the CONTRACTOR shall promptly, without cost to the OWNER and in accordance with the OWNER's written instructions: (i) correct such defective Work, or, if it has been rejected by the OWNER, remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If the CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others and all consultant, expert and attorney's fees incurred by OWNER)will be paid by the CONTRACTOR. 13.7.2 In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the warranty period for that item may start to run from an earlier date if so provided in the Contract Documents and agreed to by OWNER. 13.8 OWNER May Correct Defective Work: If the CONTRACTOR fails within a reasonable time after Written Notice of the OWNER to correct defective Work, or to remove and replace rejected Work, or if the CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if the CONTRACTOR fails to comply with any other provision of the Contract Documents, the OWNER may, after seven (7) calendar days' Written Notice to the CONTRACTOR, correct and remedy any such deficiency. If, in the opinion of Owner's Representative, significant progress has not been made during this seven(7)calendar day period to correct the deficiency,the OWNER may exercise any actions necessary to remedy the deficiency. In exercising the rights and remedies under this paragraph,the OWNER shall proceed expeditiously. In connection with such corrective and remedial action, the OWNER may exclude the CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend the CONTRACTOR's services related thereto, and incorporate in the Work all materials and equipment stored at the site or for which the OWNER has paid the CONTRACTOR but which are stored elsewhere. The CONTRACTOR shall allow the OWNER, its agents and employees,the OWNER's other contractors, E/A and E/A's consultants access to the site to enable the OWNER to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by the OWNER in exercising such rights and remedies will be charged against the CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the 00700 04-2020 Page 34 General Conditions Work. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of the CONTRACTOR's defective Work and any and all consultant, expert and attorneys fees incurred by OWNER as a result of OWNER's correction of defective WORK. The CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones), or claims of damage because of any delay in the performance of the Work attributable to the exercise by the OWNER of the OWNER's rights and remedies hereunder. 13.9 ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement of defective Work, OWNER prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses, and damages attributable to OWNER's evaluation of and determination to accept such defective Work, including but not limited to any expert, engineering or other consultant's fees incurred by the OWNER to investigate such defective Work and/or to determine the appropriate means or methods and work necessary to allow OWNER to accept the defective Work and CONTRACTOR shall pay for all work required to be performed to allow OWNER to accept the defective Work and any estimated costs, expenses and damages OWNER may sustain in the future as a result of accepting the defective Work, including any diminution in value of the Project as a result of accepting the defective Work. If any such acceptance occurs prior to final payment, the necessary revisions in the Contract Documents with respect to the Work shall be incorporated in a Change Order. If the parties are unable to agree as to the decrease in the Contract Price, then OWNER may impose a reasonable set-off against payments due under the Contract Documents. If the acceptance of defective Work occurs after final payment, CONTRACTOR shall pay to OWNER the above described costs, expenses and damages incurred by OWNER as a result of OWNER's acceptance of defective Work. ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION 14.1 Application for Progress Payment: 14.1.1 Not more than once per month, the CONTRACTOR shall submit to Owner's Representative for review an Application for Payment, in a form acceptable to the OWNER,filled out and signed by the CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents or as required by OWNER. 14.1.2 Such applications shall not include requests for payment on account of changes in the Work which have been properly authorized by Change Directives but not yet included in Change Orders. 14.1.3 ° Such applications shall not include requests for payment of amounts the CONTRACTOR does not intend to pay to a Subcontractor or Supplier because of a dispute or other reason. 14.1.4 Owner will not pay for materials or equipment not incorporated in the Work but delivered and suitably stored at the site or at another location. Payment will be made by Owner only for Work completed in accordance with the Contract Documents. 14.1.5 Where the original Contract Amount is less than $400,000,the OWNER will pay to the CONTRACTOR the total amount of approved Application for Payment, less ten percent(10%) of the amount thereof,which ten percent (10%)will be retained until final payment, less all previous payments and less all sums that may be retained by the OWNER under the terms of this Agreement. Where the original Contract Amount is$400,000 or more,the OWNER will pay to the CONTRACTOR the total amount of approved Application for Payment, less five percent (5°/0) of the amount thereof,which five percent(5%)will be retained until final payment, less all previous payments and less all sums that may be retained by the OWNER under the terms of this Agreement. In either case, if the Work is near completion and delay occurs due to no fault or neglect of the CONTRACTOR, the OWNER may pay a portion of the retained amount to the CONTRACTOR. The CONTRACTOR, at the OWNER's option, may be relieved of the obligation to complete the Work and, thereupon, the CONTRACTOR shall receive payment of the balance due under the Contract subject to the conditions stated under paragraph 15.2. 00700 04-2020 Page 35 General Conditions 14.1.6 Applications for Payment shall include the following documentation: .1 updated progress schedule; .2 monthly subcontractor report; and .3 any other documentation required under the Supplemental General Conditions. 14.2 CONTRACTOR's Warranty of Title: The CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment,whether incorporated in the Project or not,will pass to the OWNER not later than the time of payment to the CONTRACTOR free and clear of all liens. 14.3 Review of Applications for Progress Payment: 14.3.1 Owner's Representative will, within seven (7) calendar days after receipt of each Application for Payment, either indicate a recommendation for payment and forward the Application for processing by the OWNER, or return the Application to the CONTRACTOR indicating Owner's Representative's reasons for refusing to recommend payment. In the latter case,the CONTRACTOR may make the necessary corrections and resubmit the Application. 14.3.2 Owner's Representative's recommendation of any payment requested in an Application for Payment will constitute a representation by Owner's Representative, based upon Owner's Representative's on-site observations of the executed Work and on Owner's Representative's review of the Application for Payment and the accompanying data and schedules,that to the best of Owner's Representative's knowledge, information and belief: .1 the Work has progressed to the point indicated; and .2 the quality of the Work is in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for unit price Work, and to any other qualifications stated in the recommendation). 14.3.3 By recommending any such payment, Owner's Representative will not thereby be deemed to have represented that: .1 inspections have been made to check the quality or the quantity of the Work or that the Work has been performed in accordance with the Contract Documents; .2 examination has been made to ascertain how or for what purpose the CONTRACTOR has used money previously paid on account of the Contract Amount; .3 the CONTRACTOR's construction means, methods, techniques, sequences or procedures have been reviewed; or .4 that there may not be other matters or issues between the parties that might entitle the CONTRACTOR to be paid additionally by the OWNER or entitle the OWNER to withhold payment to the CONTRACTOR. 14.4 Decisions to Withhold Payment: 14.4.1 The OWNER may withhold or nullify the whole or part of any payment to such extent as may be necessary on account of: .1 defective Work not remedied; 00700 04-2020 Page 36 General Conditions .2 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Amount; .3 damage to the OWNER or another contractor; .4 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; .5 failure of the CONTRACTOR to submit a schedule of values in accordance with the Contract Documents; .6 failure of the CONTRACTOR to submit a submittal schedule in accordance with the Contract Documents; .7 failure of the CONTRACTOR to submit or update construction schedules in accordance with the Contract Documents; .8 failure of the CONTRACTOR to maintain a record of changes on drawings and documents; .9 failure of the CONTRACTOR to maintain weekly payroll reports; .10 failure of the CONTRACTOR to submit monthly subcontractor reports; .11 the CONTRACTOR's neglect or unsatisfactory prosecution of the Work, including failure to clean up; or .12 failure of the CONTRACTOR to comply with any provision of the Contract Documents. .13 OWNER's disagreement with the recommendation of the Owner's Representative, provided the OWNER has provided a Written Notice to the CONTRACTOR specifying the reasons why OWNER does not agree with such recommendation. 14.4.2 When the above reasons for withholding payment are removed, the CONTRACTOR 'shall resubmit a statement for the value of Work performed. Payment will be made within thirty (30) calendar days of receipt of approved Application for Payment. 14.5 Delayed Payments: Should the OWNER fail to make payment to the CONTRACTOR of a sum named in any Application for Payment with which OWNER agrees and has approved for payment within thirty (30) calendar days after the day on which the OWNER received the mutually acceptable Application for Payment, then the OWNER will pay to the CONTRACTOR, in addition to the sum shown as due by such Application for Payment, interest thereon at the rate of one percent (1%) per month from date due until fully paid, which shall fully liquidate any injury to the CONTRACTOR growing out of such delay in payment. 14.6 Arrears: No money shall be paid by the OWNER upon any claim, debt, demand or account whatsoever, to any person,firm or corporation who is in arrears to the OWNER; and the OWNER shall be entitled to counterclaim and offset against any such debt, claim, demand or account so in arrears and no assignment or transfer of such debt, claim, demand or account, shall affect the right of the OWNER to so offset said amounts, and associated penalties and interest if applicable, against the same. 00700 04-2020 Page 37 General Conditions 14.7 Substantial Completion: 14.7.1 If a Certificate of Occupancy is required by public authorities having jurisdiction over the Work, said certificate shall be issued before the Work or any portion thereof is considered substantially complete. When the CONTRACTOR considers that the Work, or a portion thereof which the OWNER agrees to accept separately, is substantially complete, the CONTRACTOR shall notify Owner's Representative and request a determination as to whether the Work or designated portion thereof is substantially complete. If Owner's Representative does not consider the Work substantially complete, Owner's Representative will notify the CONTRACTOR giving reasons therefor. Failure on the OWNER's part to list a reason does not alter the responsibility of the CONTRACTOR to complete all Work in accordance with the Contract Documents. After satisfactorily completing items identified by Owner's Representative, the CONTRACTOR shall then submit another request for Owner's Representative to determine substantial completion. If Owner's Representative considers the Work substantially complete, Owner's Representative will prepare and deliver a certificate of Substantial Completion which shall establish the date of Substantial Completion, shall include a punch list of items to be completed or corrected before final payment, shall establish the time within which the CONTRACTOR shall finish the punch list, and shall establish responsibilities of the OWNER and the CONTRACTOR for security, maintenance, heat, utilities, damage to the Work, warranty and insurance. Failure to include an item on the punch list does not alter the responsibility of the CONTRACTOR to complete all Work in accordance with the Contract Documents. The certificate of Substantial Completion shall be signed by the OWNER and the CONTRACTOR to evidence acceptance of the responsibilities assigned to them in such certificate. 14.7.2 The OWNER shall have the right to exclude the CONTRACTOR from the Work after the date of Substantial Completion, but the OWNER will allow the CONTRACTOR reasonable access to complete or correct items on the punch list. 14.8 Partial Utilization: The OWNER, at the OWNER's sole option, shall have the right to take possession of and use any completed or partially completed portion of the Work regardless of the time for completing the entire Work. The OWNER's exercise of such use and possession shall not be construed to mean that the OWNER acknowledges that any part of the Work so possessed and used is substantially complete or that it is accepted by OWNER, and the OWNER's exercise of such use and possession shall not relieve the CONTRACTOR of its responsibility to complete all Work in accordance with the Contract Documents. 14.9 Final Inspection: Upon Written Notice from the CONTRACTOR that the entire Work or an agreed portion thereof is complete,Owner's Representative will make a final inspection with the CONTRACTOR and provide Written Notice of all particulars in which this inspection reveals that the Work is incomplete or defective. The CONTRACTOR shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.10 Final Application for Payment: The CONTRACTOR may make application for final payment following the procedure for progress payments after the CONTRACTOR has completed all such corrections to the satisfaction of Owner's Representative and delivered the following documents: .1 Three (3) complete operating and maintenance manuals, each containing maintenance and operating instructions, schedules, guarantees, and other documentation required by the Contract Documents; .2 Record documents(as provided in paragraph 6.10); .3 Consent of surety, if any, to final payment. If surety is not provided, complete and legally effective releases or waivers (satisfactory to the OWNER) of all claims arising out of or filed in connection with the Work; 00700 04-2020 Page 38 General Conditions .4 Certificate evidencing that insurance required by the Supplemental General Conditions will remain in force after final payment and through any warranty period; .5 Non-Use of Asbestos Affidavit(After Construction); and .6 Any other documentation called for in the Contract Documents. 14.11 Final Payment and Acceptance: 14.11.1 If, on the basis of observation of the Work during construction, final inspection, and review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Owner's Representative is satisfied that the Work has been completed and the CONTRACTOR's other obligations under the Contract Documents have been fulfilled, Owner's Representative will recommend the final Application for Payment and thereby notify the OWNER. If the OWNER agrees with the recommendation of the Owner's Representative, the OWNER will pay to the CONTRACTOR the balance due the CONTRACTOR under the terms of the Contract. 14.11.2 As Contract Time is measured to Final Completion, Owner's Representative will issue a letter of final acceptance to the CONTRACTOR which establishes the Final Completion date and initiates any warranty period. 14.11.3 Final payment is considered to have taken place when the CONTRACTOR or any of its representatives negotiates the OWNER's final payment check, whether labeled final or not, for cash or deposits check in any financial institution for its monetary return. 14.12 Waiver of Claims: The making and acceptance of final payment will constitute: .1 a waiver of claims by the OWNER against the CONTRACTOR, except claims arising from unsettled claims, from defective Work appearing after final inspection, from failure to comply with the Contract Documents or the terms of any warranty specified therein, or from the CONTRACTOR's continuing obligations under the Contract Documents; and .2 a waiver of all claims by the CONTRACTOR against the OWNER other than those previously made in writing and still unsettled. ARTICLE 15-SUSPENSION OF WORK AND TERMINATION 15.1 OWNER May Suspend Work Without Cause and for Convenience: At any time and without cause and for convenience, the OWNER may suspend the Work or any portion thereof for a period of not more than ninety(90)calendar days by written agreement or by Written Notice to the CONTRACTOR which will fix the date on which the Work will be resumed. The CONTRACTOR shall resume the Work on the date so fixed. The CONTRACTOR may be allowed an adjustment in the Contract Amount or an extension of the Contract Times,or both, directly attributable to any such suspension if the CONTRACTOR makes an approved Claim therefor as provided in Article 11 and Article 12. 15.2 OWNER May Terminate Without Cause: Upon seven (7)calendar days'Written Notice to the CONTRACTOR, the OWNER may,without cause and without prejudice to any right or remedy of the OWNER, elect to terminate the Agreement. In such case, the CONTRACTOR shall be paid (without duplication of any items): .1 for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination; 00700 04-2020 Page 39 General Conditions .2 for all claims incurred in settlement of terminated contracts with Suppliers, Subcontractors, and others. The CONTRACTOR agrees to negotiate in good faith with Subcontractors, Suppliers and others to mitigate the OWNER's cost CONTRACTOR shall include in any subcontract or purchase order language that provides that if the Agreement is terminated without cause, the Subcontractor and Suppliers will only be paid for work performed or materials and equipment supplied and shall not have any other claims against CONTRACTOR or OWNER; CONTRACTOR shall not be paid for any profit or overhead for Work not completed. 15.3 OWNER May Terminate With Cause: 15.3.1 Upon the occurrence of any one or more of the following events: .1 if the CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents; .2 if the CONTRACTOR disregards laws or regulations of any public body having jurisdiction; .3 if the CONTRACTOR disregards the authority of Owner's Representative; .4 if the CONTRACTOR makes fraudulent statements; .5 if the CONTRACTOR fails to maintain a work force adequate to accomplish the Work within the Contract Time; .6 if the CONTRACTOR fails to make adequate progress and endangers successful completion of the Contract; or .7 if the CONTRACTOR otherwise violates any provisions of the Contract Documents; The OWNER may, after giving the CONTRACTOR (and the surety, if any) seven (7) calendar days'Written Notice terminate the services of the CONTRACTOR. The OWNER, at its option, may proceed with negotiation with surety for completion of the Work. Alternatively,the OWNER may under these circumstances exclude the CONTRACTOR from the site and take possession of the Work (without liability to the CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which the OWNER has paid the CONTRACTOR but which are stored elsewhere, and finish the Work as the OWNER may deem expedient. In such case the CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Amount exceeds all claims, costs, losses and damages sustained by the OWNER arising out of or resulting from completing the Work, such excess will be paid to the CONTRACTOR. If such claims, costs, losses and damage exceed such unpaid balance, the CONTRACTOR or surety shall pay the difference to the OWNER. 15.3.2 Where the CONTRACTOR's services have been so terminated by the OWNER, the termination will not affect any rights or remedies of the OWNER against the CONTRACTOR and surety then existing or which may thereafter accrue. Any retention or payment of amounts due the CONTRACTOR by the OWNER will not release the CONTRACTOR from liability. In the event the OWNER terminates the Contract with cause, the OWNER may reject any and all bids submitted by the CONTRACTOR for up to three (3)years. 00700 04-2020 Page 40 General Conditions 15.4 CONTRACTOR May Stop Work or Terminate: If through no act or fault of the CONTRACTOR,the Work is suspended fora period of more than ninety(90)calendar days by the OWNER or under an order of court or other public authority, or (except during disputes) Owner's Representative fails to forward for processing any mutually acceptable Application for Payment within thirty (30) calendar days after it is submitted, or(except during disputes)the OWNER fails for sixty(60) calendar days after it is submitted to pay the CONTRACTOR any sum finally determined by the OWNER to be due, then the CONTRACTOR may, upon seven(7)calendar days'Written Notice to the OWNER, and provided the OWNER does not remedy such suspension or failure within that time, terminate the Agreement and recover from the OWNER payment on the same terms as provided in paragraph 15.2. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if(except during disputes) Owner's Representative has failed to forward for processing any mutually acceptable Application for Payment within thirty(30)calendar days after it is submitted, or (except during disputes) the OWNER has failed for sixty (60) calendar days after it is submitted to pay the CONTRACTOR any sum finally determined by the OWNER to be due, the CONTRACTOR may upon seven (7) calendar days' Written Notice to the OWNER stop the Work until payment of all such amounts due the CONTRACTOR, including interest thereon. The provisions of this paragraph 15.4 are not intended to preclude the CONTRACTOR from making a Claim under Article 11 and Article 12 for an increase in Contract Amount or Contract Times or otherwise for expenses or damage directly attributable to the CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16 -DISPUTE RESOLUTION 16.1 Filing of Claims: 16.1.1 Claims arising from the circumstances identified in paragraphs 3.2, 4.1, 4.2.2, 4.2.4, 6.4.2, 6.11.5.2, 6.17, 7.5, 8.6, 9.5, 10.4.2, 13.8, 15.1, 15.2, 15.3, or 15.4, or other occurrences or events,shall be made by Written Notice delivered by the party making the Claim to the other party within thirty (30) calendar days after the start of the occurrence or event giving rise to the Claim and stating the general nature of the Claim. Notice of the amount of the Claim with supporting data shall be delivered within thirty (30) calendar days after Written Notice of Claim is delivered by claimant and shall represent that the adjustment claimed covers all known amounts to which claimant is entitled. 16.1.2 Within thirty(30)calendar days of receipt of notice of the amount of the Claim with supporting data, Owner's Representative and the CONTRACTOR shall meet to discuss the Claim, after which an offer of settlement or notification of no settlement offer will be made to claimant. If claimant is not satisfied with the proposal presented, claimant shall have thirty (30) calendar days in which to: .1 submit additional supporting data requested by the other party; .2 modify the initial Claim; or .3 request Alternative Dispute Resolution. 16.2 Alternative Dispute Resolution: 16.2.1 If a dispute exists concerning a Claim, the parties agree to use the following procedure prior to pursuing any other available remedies. The OWNER reserves the right to include E/A as a party. 16.2.2 Negotiating with Previously Uninvolved Personnel: Either party may make a written request for a meeting to be held between representatives of each party within fourteen (14) calendar days of the request or such later period that the parties may agree to. Each party shall endeavor to include, at a minimum, one (1) previously uninvolved senior level decision maker empowered to negotiate on behalf of their organization. The purpose of this and subsequent meetings will be good faith negotiations of the matters constituting the dispute. Negotiations shall be concluded within thirty(30)calendar days of the first meeting, unless mutually agreed otherwise. This step may 00700 04-2020 Page 41 General Conditions be waived by written agreement of both parties, in which event the parties may proceed directly to mediation as described below. 16.2.3 Mediation: 16.2.3.1 If the procedure described in paragraph 16.2.2 proves unsuccessful or is waived pursuant to its terms, the parties shall initiate the mediation process. The parties agree to select within thirty (30) calendar days one (1) mediator trained in mediation skills, to assist with resolution of the dispute. The OWNER and the CONTRACTOR agree to act in good faith in the selection of the mediator and to give consideration to qualified individuals nominated to act as mediator. Nothing in this agreement prevents the parties from relying on the skills of a person who also is trained in the subject matter of the dispute and/or a contract interpretation expert. 16.2.3.2 Mediation is a forum in which an impartial person, the mediator, facilitates communication between parties to promote reconciliation, settlement, or understanding among them. The parties hereby agree that mediation, at a minimum, shall provide for 1) conducting an on-site investigation, if appropriate, by the mediator for fact-gathering purposes, 2) a meeting of all parties for the exchange of points of view and 3) separate meetings between the mediator and each party to the dispute for the formulation of resolution alternatives. The parties agree to participate in mediation in good faith for up to thirty(30)calendar days from the date of the first mediation session, unless mutually agreed otherwise. Should the parties fail to reach a resolution of the dispute through mediation, then each party is released to pursue other remedies available to them. ARTICLE 17—RIGHT TO AUDIT 17.1 Right to Audit: Whenever the OWNER enters into any type of contractual arrangement with the CONTRACTOR, then the CONTRACTOR's "records" shall upon reasonable notice be open to inspection and subject to audit and/or reproduction during normal business working hours. The OWNER's representative, or an outside representative engaged by the OWNER, may perform such audits. The CONTRACTOR shall maintain all records relating to this Agreement for four (4) years from the date of final payment under this Agreement, or until pending litigation has been completely and fully resolved,whichever occurs later. 17.1.1 The OWNER shall have the exclusive right to examine the records of the CONTRACTOR. The term "records"as referred to herein shall include any and all information, materials and data of every kind and character, including without limitation records, books, papers, documents, contracts, schedules, commitments, arrangements, notes, daily diaries, reports, drawings, receipts, vouchers and memoranda, and any and all other agreements, sources of information and matters that may, in the OWNER's judgment, have any bearing on or pertain to any matters, rights, duties or obligations under or covered by any contract document. Such records shall include(hard copy, as well as computer-readable data if it can be made available), written policies and procedures, time sheets, payroll registers, cancelled checks, personnel file data, correspondence, general ledger entries, and any other record in the CONTRACTOR's possession which may have a bearing on matters of interest to the OWNER in connection with the CONTRACTOR's dealings with the OWNER(all of the foregoing are hereinafter referred to as "records"). In addition,the CONTRACTOR shall permit interviews of employees as well as agents, representatives, vendors, subcontractors and other third parties paid by the CONTRACTOR to the extent necessary to adequately permit evaluation and verification of the following: a) The CONTRACTOR's compliance with contract requirements; b) The CONTRACTOR's compliance with the OWNER'S business ethics policies; and c) If necessary, the extent of the Work performed by the CONTRACTOR at the time of contract termination. 17.1.2 The CONTRACTOR shall require all payees(examples of payees include subcontractors, insurance agents, material suppliers, etc.) to comply with the provisions of this Article 17 by securing the requirements hereof in a 00700 04-2020 Page 42 General Conditions written agreement between the CONTRACTOR and payee. Such requirements include a flow-down right of audit provision in contracts with payees that also apply to subcontractors and sub-subcontractors, material suppliers, etc. The CONTRACTOR shall cooperate fully and shall require Related Parties and all of the CONTRACTOR's subcontractors to cooperate fully in furnishing or in making available to the OWNER from time to time whenever requested, in an expeditious manner, any and all such information, materials, and data. 17.1.3 The OWNER's authorized representative or designee shall have reasonable access to the CONTRACTOR's facilities, shall be allowed to interview all current or former employees to discuss matters pertinent to the performance of this Agreement, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with this Article 17. 17.1.4 If an audit inspection or examination in accordance with this Article 17 discloses overpricing or overcharges of any nature by the CONTRACTOR to the OWNER in excess of one-half of one percent(.5%) of the total contract billings, then the reasonable actual cost of the OWNER's audit shall be reimbursed to the OWNER by the CONTRACTOR. Any adjustments and/or payments,which must be made as a result of any such audit or inspection of the CONTRACTOR's invoices and/or records, shall be made within a reasonable amount of time(not to exceed 90 days)from presentation of the OWNER's findings to the CONTRACTOR. 17.1.5 The CONTRACTOR shall take reasonable actions to prevent any actions or conditions which could result in a conflict with the OWNER's best interests. These obligations shall apply to the activities of the CONTRACTOR's employees, agents, subcontractors, etc. in their dealings and relations with the OWNER's current and former employees and their relatives. For example,the CONTRACTOR's employees, agents or subcontractors should not make or provide to be made any employment, gifts, extravagant entertainment, payments, loans or other considerations to the OWNER's representatives, employees or their relatives. 17.1.6 It is also understood and agreed by the CONTRACTOR that any solicitation of gifts or any other item of value by anyone representing the OWNER is to be reported within two (2) business working days to the OWNER at the following telephone number: 512-218-5401. Failure to report any such solicitations or offers shall be deemed a material breach of contract entitling the OWNER to pursue damages resulting from the failure to comply with this provision. ARTICLE 18—MISCELLANEOUS 18.1 Venue: In the event of any suit at law or in equity involving the Contract, venue shall be in Williamson County, Texas and the laws of the state of Texas shall apply to Contract interpretation and enforcement. 18.2 Extent of Agreement: This Contract represents the entire and integrated agreement between the OWNER and the CONTRACTOR and supersedes all prior negotiations, representations or agreements, either written or oral. 18.3 Cumulative Remedies: The rights and remedies available to the parties are not to be construed in any way as a limitation of any rights and remedies available to any or all of them which are otherwise imposed or available by laws or regulations, by special warranty or guarantees or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. • 00700 04-2020 Page 43 General Conditions 18.4 Severability: If any word, phrase, clause, sentence or provision of the Contract, or the application of same to any person or set of circumstances is for any reason held to be unconstitutional, invalid or unenforceable,that finding shall only effect such word, phrase, clause, sentence or provision, and such finding shall not effect the remaining portions of this Contract; this being the intent of the parties in entering into the Contract; and all provisions of the Contract are declared to be severable for this purpose. 18.5 Independent Contractor The Contract shall not be construed as creating an employer/employee relationship,a partnership,or a joint venture. The CONTRACTOR's services shall be those of an independent contractor. The CONTRACTOR agrees and understands that the Contract does not grant any rights or privileges established for employees of the OWNER. 18.6 Prohibition of Gratuities The OWNER may, by Written Notice to the CONTRACTOR, terminate the Contract without liability if is determined by the OWNER that gratuities were offered or given by the CONTRACTOR or any agent or representative of the CONTRACTOR to any officer or employee of the OWNER with a view toward securing the Contract or securing favorable treatment with respect to the awarding or amending or the making of any determinations with respect to the performing of such Contract. In the event the Contract is terminated by the OWNER pursuant to this provision, the OWNER shall be entitled, in addition to any other rights and remedies, to recover or withhold the amount of the cost incurred by the CONTRACTOR in providing such gratuities. 18.7 Prohibition Against Personal Interest in Contracts No officer, employee, independent consultant,or elected official of the OWNER who is involved in the development, evaluation, or decision-making process of the performance of any solicitation shall have a financial interest, direct or indirect, in the Contract resulting from that solicitation. Any violation of this provision, with the knowledge, expressed or implied, of the CONTRACTOR shall render the Contract voidable by the OWNER. End of General Conditions 00700 04-2020 Page 44 General Conditions 00800 SUPPLEMENTAL GENERAL CONDITIONS City of Round Rock Contract Forms Supplemental General Conditions Section 00800 SUPPLEMENTAL GENERAL CONDITIONS TO AGREEMENT FOR CONSTRUCTION SERVICES The Supplemental General Conditions contained herein shall amend or supplement the General Conditions, Section 00700. ARTICLE 1 -DEFINITIONS 1.16 Engineer/Architect(E/A): Add the following: Name (Representative): Benedict P. Patrick, P.E., PTOE Firm: HDR Engineering, Inc. Address: 710 Hesters Crossing#150 City, State, Zip: Round Rock,TX 78681 Telephone: 512-685-2906 Facsimile: Email: benedict.patrick a,hdrinc.com 1.27 Owner's Representative: Add the following: Name: Matthew Bushak Title: Project Manager Address: 3400 Sunrise Road City, State, Zip: Round Rock,TX 78665 Telephone: 512-341-3318 Facsimile: Email: mbushak@roundrocktexas.gov ARTICLE 6 -CONTRACTOR'S RESPONSIBILITIES 6.18 Liquidated Damages Add the following: 1. CONTRACTOR SHALL PAY LIQUIDATED DAMAGES IN THE AMOUNT OF six hundred - AND NO/100 DOLLARS $ 600 PER DAY FOR EACH DAY BEYOND THE DATE ESTABLISHED THEREFOR THAT THE CONTRACTOR FAILS TO ACHIEVE SUBSTANTIAL COMPLETION, AND FOR WHICH OWNER IS UNABLE TO UTILIZE THE IMPROVEMENTS AND FACILITIES DUE TO THE FAILURE OF CONTRACTOR TO HAVE ACHIEVED SUBSTANTIAL COMPLETION IN ACCORDANCE WITH THE CONTRACT. END OF SUPPLEMENTAL GENERAL CONDITIONS Page 1 00800 10-2015 • Supplemental General Conditions 00090669 00900 SPECIAL CONDITIONS SECTION 01-INFORMATION 01-01 COPIES OF PLANS AND SPECIFICATIONS FURNISHED The Agreement will be prepared in not less than five (5) counterpart(original signed) sets. The City will furnish to the Contractor two (2) sets of conforming Contract Documents and Specifications unless otherwise specified. 01-02 GOVERNING CODES All construction as provided for under these Plans and Specifications shall be governed by any existing Resolutions, Codes and Ordinances, and any subsequent amendments or revisions thereto as set forth by the City. 01-03 LOCATION The location of work shall be as set forth in the Notice to Bidders and as indicated on the Plans. 01-04 USAGE OF WATER All water used during construction shall be provided by the City and shall be metered. The City shall specify the location from which the Contractor is to procure water.The Contractor shall be responsible for obtaining a bulk water permit from the City and providing all apparatus necessary for procuring, storing,transporting and using water during construction. The Contractor shall strive to use no more water than reasonable to perform the work associated with this Contract and shall avoid waste. The Contractor will be required to pay for all water used if it is found that waste is occurring during construction. SECTION 02-SPECIAL CONSIDERATIONS 02-01 CROSSING UTILITIES Prior to commencing the Work associated with this Contract, it shall be the Contractor's responsibility to make arrangements with the Owners of utility companies to uncover their particular utility lines or otherwise confirm their location. Certain utility companies perform such services at their own expense,however,where such is not the case,the Contractor will cause such work to be done at his own expense. 02-02 UTILITY SERVICES FOR CONSTRUCTION The Contractor will be responsible for providing his own utility services while performing the Work associated with this Contract. Provision of said utility services shall be subsidiary to the various bid items and no additional payment will be made for this item. 00900-1-2016 Page 1 Special Conditions 02-03 WAGE RATES Wage Rates (Information From Chapter 2258,Texas Government Code Title 10) 2288.021. Duty of Government Entity to Pay Prevailing Wage Rates a. The State or any political subdivision of the State shall pay a worker employed by it or on behalf of it: (1) not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the work is performed; and (2) not less than the general prevailing rate of per diem wages for legal holiday and overtime work. b. Subsection (a) does not apply to maintenance work. c. A worker is employed on a public work for the purposes of this section if a Contractor or Subcontractor in the execution of a contract for the public work with the State, a political subdivision of the State or any officer or public body of the State or a political subdivision of the State, employs the worker. 2258.023. Prevailing Wage Rates to be Paid by Contractor and Subcontractor; Penalty a. The contractor who is awarded a contract by a public body, or a Subcontractor of the Contractor, shall pay not less than the rates determined under Section 2258.022 to a worker employed by it in the execution of the contract. b. A Contractor or Subcontractor who violates this section shall pay to the state or a political subdivision of the state on whose behalf the contract is made, $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract.A public body awarding a contract shall specify this penalty in the contract. c. A contractor or subcontractor does not violate this section if a public body awarding a contract does not determine the prevailing wage rates, and specify the rates in the contract as provided by Section 2258.022. d. The public body shall use any money collected under this section to offset the costs incurred in the administration of this chapter. e. A municipality is entitled to collect a penalty under this section only if the municipality has a population of more than 10,000. 00900-1-2016 Page 2 Special Conditions 2258.051. Duty of Public Body to Hear Complaints and Withhold Payment A public body awarding a contract, and an agent or officer of the public body, shall: 1. take cognizance of complaints of all violations of this chapter committed in the execution of the contract; and 2. withhold money forfeited or required to be withheld under this Chapter from the payments to the Contractor under the contract, except that the public body may not withhold money from other than the final payment without determination by the public body that there is good cause to believe that the Contractor has violated this chapter. Applicable wage rates to be used in Williamson and/or Travis County may be obtained from the U.S. Department of Labor website at the following web addresses: Construction Types: Heavy (Sewer/Water Treating Plant and Sewer/Incidental to Highway) http://www.wdol.gov/wdol/scafiles/davisbacon/TX3 3.dvb?v=0 Construction Types: Heavy and Highway http://www.wdol.gov/wdol/scafiles/davisbacon/TX 16.dvb?v=0 Construction Type: Building http://www.wdol.gov/wdol/scafiles/davisbacon/TX76.dvb?v=1 02-04 LIMIT OF FINANCIAL RESOURCES The City has a limited amount of financial resources committed to this Project; therefore, it shall be understood by all bidders that the City may be required to change and/or delete any items which it may feel is necessary to accomplish all or part of the scope of work within its limit of financial resources. Contractor shall be entitled to no claim for damages or anticipated profits on any portion of work that may be omitted. At any time during the duration of this contract,the City reserves the right to omit any work from this contract. Unit prices for all items previously approved in this contract shall be used to delete or add work per change order. 02-05 CONSTRUCTION REVIEW The City shall provide a project representative to review the quality of materials and workmanship. 02-06 LIMITS OF WORK AND PAYMENT It shall be the obligation of the Contractor to complete all work included in this Contract, so authorized by the City, as described in the contract documents and technical specifications. All items of work not specifically paid for in the bid proposal 00900-1-2016 Page 3 Special Conditions shall be included in the unit price bids. Any question arising as to the limits of work shall be left up to the interpretation of the Engineer. 02-07 LAND FOR WORK Owner provides, as indicated on Drawings, land upon which work is to be done, right- of-way for access to same and such other lands that are designated for the use of the Contractor. Contractor provides, at his expense and without liability of Owner, any additional land and access thereto that may be required for his construction operations, temporary construction facilities, or for storage of materials. 02-08 DEVIATIONS OCCASIONED BY UTILITY STRUCTURES Whenever existing utilities, not indicated on Plans, present obstructions to grade and alignment of proposed improvements immediately notify engineer,who without delay, will determine if existing utilities are to be relocated, or grade and alignment of proposed improvements changed. Where necessary to move existing utilities and appurtenances as determined by the Engineer, the Engineer and Contractor will make relocation arrangements with the utility owner. The Owner will not be liable for delay costs or damages due to relocations of utilities which hinder progress of the work. 02-09 CONSTRUCTION STAKING All construction staking required to complete the work associated with this contract shall be provided by the Contractor. The Contractor shall be responsible for determining the layout and extent of staking necessary to construct the improvements to the lines and grades shown in the Plans and such staking shall be satisfactory to the Engineer.The Contractor shall consult with the Engineer and Owners representative in the field for assistance as necessary. Sufficient staking materials and equipment shall be provided by the Contractor including but not limited to:paint, flagging, laths, hubs, blue tops, nails, hammers, measuring chains or tapes, transits and levels. The Contractor shall be responsible for setting and marking control and off-set points for measuring distances and angles, for shooting levels, and for any other items pertaining to construction staking. This item shall not be paid for separately and shall be considered subsidiary to other bid items. 00900-1-2016 Page 4 Special Conditions SECTION 03-ACCESS AND TRAFFIC CONTROL Access shall be provided for the public and emergency vehicles at all possible times. When it becomes necessary to restrict access, the Contractor shall notify the Owner and coordinate with the Owner, all applicable agencies (i.e. Fire Department, E.M.S., Public Works, etc.), residents, and affected parties. If emergency access is required during the work and such access is being hindered by the work, the Contractor will suspend the work if necessary, and otherwise endeavor to assist emergency personnel in accessing a location restricted by the work. Unless otherwise approved by the Engineer, at the end of each day all lanes of traffic shall be opened to the public. The Contractor shall ensure compliance at all times with the accepted Traffic Control Plan for the project and shall be responsible for all maintenance, signing and safety precautions necessary for traffic control. These items shall be included in the bid item Traffic Control. 00900-1-2016 Page 5 Special Conditions NC R January 15,2020 WR Number: 3489099 Oncor Electric Delivery Lauren Simpson 350 Texas Ave Round Rock,TX 78664 Office (512)244.5619 CeII: (512)592.8334 City of Round Rock ATTN:Matt Bushak. 3400 Sunrise Road Round Rock,Texas 78665 RE:New Service for City of Round Rock Traffic Signal—Hesters Crossing& La Fronterra,Round Rock Mr. Patrick, Below is a detailed summary of the necessary work needed to be performed to achieve permanent power for the traffic signal at Hesters Crossing and La Frontera,Round Rock. The cost for this request will be approximately$0.00. • Customer Install Oncor provided single-phase,type II polymer pad,per specs,near intersection of Hesters Crossing and La Frontera. • Within ROW • Install one(1)2"PVC conduit for primary,per specs,from the switch gear with tag#: 3726630-2759898 to polymer pad. • Within ROW • Stop conduit 3-5ft short of switch gear. Install one(1)2"PVC conduit from polymer pad to meter,per specs, for service. Call for and pass all required inspections of primary conduit,service conduit and metering with all required inspecting authorities. • Please allow a minimum of 24 hour advance notice for scheduling Oncor inspections. • Please contact the project manager,Lauren Simpson,prior to arranging the first inspection with Oncor. • Call into retail provider and request permanent meter set using ESI number provided by the project manager. • Oncor(Please allow minimum of 4 weeks to complete) o Complete conduit into switch gear. o Install a 25 kVA transformer on customer installed polymer pad. o Install single-phase primary,inside customer install civil,from switch gear to transformer. o Install service conductor,inside customer installed civil,from transformer to meter. o Set meter for service. If this plan is agreeable,please sign in the indicated section below. If any additional information is required,please feel free to contact me. Sincerely, Lauren Simpson Project Manager I Utility Designer Oncor I Project Management& Design Services Please sign below indicating that the proposed design and cost,' ale li able,are agreeable. Name:4444,1 1)„ , weV._Title: NO, o i Signature: Date: � 7i�b., Z 01000 TECHNICAL SPECIFICATIONS ITEM 1 GENERAL DESCRIPTION 1.01 SCOPE OF WORK The Work covered by these Specifications consists of furnishing all labor, equipment, appliances, materials and performing all operations in connection with the inspection and testing, complete in accordance with the Plans, and subject to the terms and conditions of the Contract Documents. 1.02 GOVERNING TECHNICAL SPECIFICATIONS STREET, WATER, SEWER AND DRAINAGE IMPROVEMENTS The Round Rock Standard Specification Criteria Manual is hereby referred to and included in this contract as fully and to the same extent as if copied at length herein, and shall be applied to this project unless modified elsewhere as discussed below. The aforementioned Criteria Manual is the"Standard Specifications"section of the City of Round Rock Design and Construction Standards. The Standard Specifications may be accessed from the City of Round Rock website (www.roundrocktexas.gov) at the following web address: www.roundrocktexas.gov/dacs. Any adjustments,alterations,or additional information regarding Governing Technical Specifications are contained in the Plans (Drawings), Details and Notes described in Section 02000 of the Project Manual or are included in Attachment A at the end of this Technical Specifications Section. ITEM 2 CONTROL OF WORK 2.01 CLEAN-UP 2.01.1 CONSTRUCTION SITE During construction the Contractor shall keep the site free and clean from all rubbish and debris and shall clean-up the site promptly when notified to do so by the Engineer. The Contractor shall, at his own expense,maintain the streets and roads free from dust, mud, excess earth or debris which constitutes a nuisance or danger to the public using the thoroughfare, or the occupants of adjacent properties. Care shall be taken to prevent spillage on streets and roads over which hauling is done, and any such spillage or debris deposited on streets, due to the Contractor's operations, shall be immediately removed. . Page 1 01000-7-2015 Technical Specifications 00193116 2.01.2 BACKWORK The Contractor shall coordinate his operations in such a manner as to prevent the amount of clean-up and completion of back works from becoming excessive. Should such a condition exist, the Engineer may order all or portions of the work to cease and refuse to allow any work to commence until the back work is done to the Engineer's satisfaction. 2.02 GRADING The Contractor shall do such grading in and adjacent to the construction area associated with this contract as may be necessary to leave such areas in a neat and satisfactory condition approved by the Engineer. ITEM 3 EXAMINATION AND REVIEW 3.01 EXAMINATION OF WORK The work covered under this Contract shall be examined and reviewed by the Engineer, representatives of all governmental entities which have jurisdiction, and the City's authorized representative. The quality of material and the quality of installation of the improvements shall be to the satisfaction of the Engineer. It shall be the Contractor's responsibility for the construction methods and safety precautions in the undertaking of this Contract. 3.02 NOTIFICATION The Engineer and City must be notified a minimum of 24-hours in advance of beginning construction, testing, or requiring presence of the Engineer, project representative, or City's representative. 3.03 CONSTRUCTION STAKING The Engineer shall furnish the Contractor reference points and benchmarks that, in the Engineer's opinion, provide sufficient information for the Contractor to perform construction staking. 3.04 PROTECTION OF STAKES, MARKS, ETC. All engineering and surveyor's stakes, marks, property comers, etc., shall be carefully preserved by the Contractor, and in case of destruction or removal during the course of this project, such stakes, marks, property corners, etc., shall be replaced by the Contractor at the Contractor's sole expense. Page 2 01000-7-2015 Technical Specifications 00193116 ITEM 4 PROTECTION AND PRECAUTION 4.01 WORK IN FREEZING WEATHER Portions of the work may continue as directed by the Engineer. 4.02 PROTECTION OF TREES, PLANTS AND SHRUBS The Contractor shall take necessary precautions to preserve all existing trees, plants and shrubs but where it is justifiable and necessary the Contractor may remove trees and plants for construction right-of-way but only with approval of the Engineer. 4.03 TRAFFIC CONTROL MEASURES AND BARRICADES Traffic control measures and barricades shall be installed in accordance with the Texas Manual of Uniform Traffic Control Devices and in other locations deemed necessary by the Engineer,for the protection life and property. Under no circumstances will any existing road be permitted to remain closed over a weekend. No separate pay will be made for this item. Costs for this item shall be subsidiary to other items of work. 4.04 PROPERTY LINES AND MONUMENTS The Contractor shall be responsible for the protection, reference and resetting of property corner monuments if disturbed. 4.05 DISPOSAL OF SURPLUS MATERIAL The Contractor shall at his own expense,make arrangement for the disposal of surplus material, such as rock,trees, brush and other unwanted backfill materials. 4.06 CONTRACTOR'S USE OF PREMISES The Contractor shall,at his own expense,provide additional space as necessary for his operations and storage of materials. ITEM 5 MATERIALS 5.01 TRADE NAMES Except as specified otherwise, wherever in the specifications an article or class of material is designated by a trade name or by the name or catalog number of any maker, patentee,manufacturer,or dealer,such designations shall be taken as intending to mean and specify the articles described or another equal thereto in quality, finish, and serviceability for the purpose intended, as may be determined and judged by the Engineer in his sole discretion. 5.02 MATERIALS AND WORKMANSHIP No material which has been used by the Contractor for any temporary purpose whatever is to be incorporated in the permanent structure without the written consent of the Engineer. Where materials or equipment are specified by a trade or brand name, it is not the intention of the City to discriminate against an equal product of another manufacturer, but rather to set a definite standard of quality for performance, and to Page 3 01000-7-2015 Technical Specifications 00193116 establish an equal basis for the evaluation of bids. Where the words "equivalent", "proper" or"equal to" are used,they shall be understood to mean that the item referred to shall be "proper", the "equivalent" of, or "equal to" some other item, in the opinion or judgment of the Engineer. Unless otherwise specified, all materials shall be the best of their respective kinds and shall be in all cases fully equal to approved samples. Notwithstanding that the words "or equal to" or other such expressions may be used in the specifications in connection with a material, manufactured article or process, the material, article or process specifically designated shall be used, unless a substitute is approved in writing by the Engineer, and the Engineer will have the right to require the use of such specifically designated material, article or process. Page 4 01000-7-2015 Technical Specifications 00193116 CITY OF ROUND ROCK SIGNAL CONSTRUCTION AT HESTERS CROSSING RD AT LA FRONTERA BLVD 01000 ATTACHMENT A: TECHNICAL SPECIFICATIONS NOTE: Where discrepancies occur between the technical specifications, the following descending order of priority shall govern: (1) Special conditions, (2) Special Provisions to Special Specifications, (3) Special Specifications, (4) Special Provisions,and(5) Standard Specifications. STANDARD SPECIFICATIONS: ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION NOVEMBER 1,2014. STANDARD SPECIFICATIONS ARE INCORPORATED INTO THE CONTRACT BY REFERENCE. http://www.dot.state.tx.us/ ITEM 1 DEFINITION OF TERMS ITEM 6 CONTROL OF MATERIALS ITEM 104 REMOVING CONCRETE ITEM 162 BLOCK SODDING ITEM 416 DRILLED SHAFT FOUNDATIONS ITEM 479 ADJUSTING MANHOLES AND INLETS ITEM 500 MOBILIZATION ITEM 502 BARRICADES, SIGNS,AND TRAFFIC HANDLING ITEM 529 CONCRETE CURB,GUTTER,AND COMBINED CURB AND GUTTER ITEM 531 SIDEWALKS ITEM 618 CONDUIT ITEM 620 ELECTRICAL CONDUCTORS ITEM 621 TRAY CABLE ITEM 624 GROUND BOXES ITEM 628 ELECTRICAL SERVICES ITEM 636 SIGNS ITEM 644 SMALL ROADSIDE SIGN ASSEMBLIES ITEM 666 REFLECTORIZED PAVEMENT MARKINGS ITEM 677 ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS ITEM 678 PAVEMENT SURFACE PREPARATION FOR MARKINGS ITEM 680 INSTALLATION OF HIGHWAY TRAFFIC SIGNALS ITEM 682 VEHICLE AND PEDESTRIAN SIGNAL HEADS ITEM 684 TRAFFIC SIGNAL CABLES ITEM 685 ROADSIDE FLASHING BEACON ASSEMBLIES ITEM 686 TRAFFIC SIGNAL POLE ASSEMBLIES(STEEL) ITEM 687 PEDESTAL POLE ASSEMBLIES ITEM 688 PEDESTRIAN DETECTORS AND VEHICLE LOOP DETECTORS TEXAS DEPARTMENT OF TRANSPORTATION SPECIAL SPECIFICATIONS: ITEM 6004 NETWORKING(ITS)COMMUNICATIONS CABLE ITEM 6306 VIDEO IMAGING VEHICLE DETECTION SYSTEM Hesters Crossing Rd at La Frontera Blvd Page 1 of 1 Signal Construction City of Round Rock July 2020 Attachment A: Technical Specifications Item 1 ° Abbreviations and Definitions De Texas partment of Transportation . APPLICABILITY Wherever the following terms are used in these specifications or other Contract documents,the intent and meaning will be interpreted as shown below. 2. ABBREVIATIONS AAR Association of American Railroads AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ACPA American Concrete Pipe Association Al Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction ALSC American Lumber Standard Committee, Inc. AMRL AASHTO Materials Reference Laboratory ANLA American Nursery and Landscape Association ANSI American National Standards Institute APA The Engineered Wood Association API American Petroleum Institute APWA American Public Works Association AREMA American Railway Engineering and Maintenance-of-Way Association ASBI American Segmental Bridge Institute ASCE American Society of Civil Engineers ASLA American Society of Landscape Architects ASME American Society of Mechanical Engineers ASNT American Society for Nondestructive Testing ASTM American Society for Testing and Materials AWC American Wood Council AWG American Wire Gage AWPA American Wood Protection Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BMP Best Management Practices CFR Code of Federal Regulations CMP Corrugated Metal Pipe COE U.S.Army Corps of Engineers CRSI Concrete Reinforcing Steel Institute DBE Disadvantaged Business Enterprise DMS Departmental Material Specification EIA Electronic Industries Alliance EPA United States Environmental Protection Agency FHWA Federal Highway Administration, U.S. Department of Transportation FSS Federal Specifications and Standards(General Services Administration) GSA General Services Administration HUB Historically Underutilized Business ICEA Insulated Cable Engineers Association ° 3 1 IEEE Institute of Electrical and Electronics Engineers IESNA Illuminating Engineering Society of North America IMSA International Municipal Signal Association ISO International Organization for Standardization ITS Intelligent Transportation System ITE Institute of Transportation Engineers LRFD Load and Resistance Factor Design MASH Manual for Assessing Safety Hardware MPL Material Producer List NCHRP National Cooperative Highway Research Program NCR Nonconformance Report NEC National Electrical Code(Published by NFPA) NEMA National Electrical Manufacturers Association NEPA National Environmental Policy Act NESC National Electrical Safety Code NFPA National Fire Protection Association NIST National Institute of Standards and Technology NRM Nonhazardous Recyclable Material NRMCA National Ready Mixed Concrete Association NSBA National Steel Bridge Alliance NTPEP National Transportation Product Evaluation Program OSHA Occupational Safety&Health Administration, U.S. Department of Labor PCA Portland Cement Association PCI Precast/Prestressed Concrete Institute PPI Plastics Pipe Institute PS&E Plans, Specifications, and Estimates PSL Project-Specific Location PTI Post-Tension Institute QA Quality Assurance QC Quality Control RCP Reinforced Concrete Pipe RPLS Registered Public Land Surveyor RRC Railroad Commission of Texas SBE Small Business Enterprise SFPA Southern Forest Products Association SI International System of Units SPIB Southern Pine Inspection Bureau SSPC The Society for Protective Coatings TAC Texas Administrative Code TCEQ Texas Commission on Environmental Quality TDLR Texas Department of Licensing and Regulation TMUTCD Texas Manual on Uniform Traffic Control Devices UL Underwriters Laboratory, Inc. USC United States Code WRI Wire Reinforcement Institute WWPA Western Wood Products Association 3. DEFINITIONS 3.1. Abrasive Blasting.Spraying blasts of pressurized air combined with abrasive media. 3.2. Actual Cost. Contractor's actual cost to provide labor, material,equipment,and project overhead necessary for the work. 3.3. Addendum. Change in proposal forms developed between advertising and bid submittal deadline. 4 1 3.4. Additive Alternate.A bid item contained in a proposal that is not a regular item or a replacement alternate bid item.The additive alternate item(s)include work that may be added to the base bid at the time of letting. 3.5. Advertisement.The public announcement required by law inviting bids for work to be performed or materials to be furnished. 3.6. Affiliates.Two or more firms are affiliated if they share common officers,directors,or stockholders;a family member of an officer,director,or stockholder of one firm serves in a similar capacity in another of the firms; an individual who has an interest in,or controls a part of,one firm either directly or indirectly also has an interest in,or controls a part of,another of the firms;the firms are so closely connected or associated that one of the firms,either directly or indirectly,controls or has the power to control another firm;one firm controls or has the power to control another of the firms;or the firms are closely allied through an established course of dealings including, but not limited to the lending of financial assistance. 3.7. Air Blasting.Spraying blasts of pressurized air free of oil and moisture. 3.8. Air Temperature.The temperature measured in degrees Fahrenheit(°F)in the shade,not in the direct rays of the sun, and away from artificial heat. 3.9. Anticipated Profit. Profit for work not performed. 3.10. Apparent Low Bidder.The Bidder determined to have the numerically lowest total bid as a result of the tabulation of bids by the Department. 3.11. Architect of Record.A person registered as an architect or licensed as a landscape architect, in accordance with State law,exercising overall responsibility for the design or a significant portion of the design and performs certain Contract administration responsibilities as described in the Contract;or a firm employed by the State to provide professional architectural services. 3.12. Arterial Highway.A highway used primarily for through traffic and usually on a continuous route. 3.13. Available Bidding Capacity.The Contractor's approved bidding capacity less uncompleted work on Department Contracts. 3.14. Award.The Commission's acceptance of a Contractor's bid for a proposed Contract that authorizes the Department to enter into a Contract. 3.15. Bid.The offer from the Bidder for performing the work described in the proposal. 3.16. Bid Bond.The security executed by the Contractor and the Surety furnished to the Department to guarantee payment of liquidated damages if the Contractor fails to enter into an awarded Contract. 3.17. Bid Error.A mathematical mistake made by a Bidder in the unit price entered into the proposal. 3.18. Bidder.An individual, partnership,limited liability company,corporation,or joint venture submitting a bid for a proposed Contract. 3.19. Bidders Questionnaire.A prequalification form completed by a prospective Bidder reflecting a Bidder's financial data and experience. 3.20. Bidding Capacity.The maximum dollar value a Contractor may have under Contract with the Department at any given time. 3.21. Blast Cleaning.Using one of the blasting methods including, but not limited to water blasting,low-pressure water blasting, high-pressure water blasting,abrasive blasting,water-abrasive blasting,shot blasting,slurry blasting,water injected abrasive blasting,and brush blasting. 5 1 3.22. Bridge.A structure,including supports,erected over a depression or an obstruction (e.g.,water, a highway, or a railway)having a roadway or track for carrying traffic or other moving loads,and having an opening measured along the center of the roadway of more than 20 ft. between faces of abutments,spring lines of arches,or extreme ends of the openings for multiple box culverts. 3.23. Brush Blasting.Sweeping lightly with an abrasive blast to remove loose material. 3.24. Building Contract.A Contract entered under Transportation Code, Chapter 223, Subchapter A, "Competitive Bids,"for the construction or maintenance of a Department building or appurtenance facilities. Building Contracts are considered to be construction Contracts. 3.25. Callout Work.Contracts,or work items in Contracts,that require a Contractor's response on an as-needed basis(e.g.,see Item 351,"Flexible Pavement Structure Repair"). 3.26. Certificate of Insurance.A form approved by the Department covering insurance requirements stated in the Contract. 3.27. Change Order.Written order to the Contractor detailing changes to the specified work, item quantities or any other modification to the Contract. 3.28. Commission.The Texas Transportation Commission or authorized representative. 3.29. Concrete Construction Joint.A joint formed by placing plastic concrete in direct contact with concrete that has attained its initial set. 3.30. Concrete Repair Manual.Department manual specifying methods and procedures for concrete repair as an extension of the standard specifications. 3.31. ConcreteWorks©. Department-owned software for concrete heat analysis.Software is available on Department website. 3.32. Construction Contract.A Contract entered under Transportation Code, Chapter 223, Subchapter A,for the construction, reconstruction,or maintenance of a segment of the State highway system. 3.33. Consultant.The licensed professional engineer or engineering firm,or the architect or architectural firm, registered in the State of Texas and under Contract to the Department to perform professional services.The consultant may be the Engineer or architect of record or may provide services through and be subcontracted to the Engineer or architect of record. 3.34. Contract.The agreement between the Department and the Contractor establishing the obligations of the parties for furnishing of materials and performance of the work prescribed in the Contract documents. 3.35. Contract Documents.Elements of the Contract including,but not limited to the plans,specifications incorporated by reference,special provisions,special specifications,Contract bonds,change orders,and supplemental agreements. 3.36. Contract Time.The number of working days specified for completion of the work,including authorized additional working days. 3.37. Contractor.The individual,partnership,limited liability company,corporation,or joint venture and all principals and representatives with which the Contract is made by the Department. 3.38. Controlled Access Highway.Any highway to or from which access is denied or controlled,in whole or in part,from or to abutting land or intersecting streets,roads, highways, alleys,or other public or private ways. 6 1 3.39. Control of Access.The condition in which the right to access of owners or occupants of abutting land or other persons in connection with a highway is fully or partially controlled by public authority. 3.40. Control Point.An established point shown on the plans to provide vertical and horizontal references for geometric control for construction. 3.41. Cross-Sections. Graphic representations of the original ground and the proposed facility,at right angles to the centerline or base line. 3.42. Culvert.Any buried structure providing an opening under a roadway for drainage or other purposes. Culverts may also be classified as bridges. (See Section 1.3.22., "Bridge.") 3.43. Cycle.The activity necessary for performing the specified work within the right of way project limits once. 3.44. Daily Road-User Cost. Damages based on the estimated daily cost of inconvenience to the traveling public resulting from the work. 3.45. Debar(Debarment).Action taken by the Department or federal government pursuant to regulation that prohibits a person or company from entering into a Contract,or from participating as a subcontractor,or supplier of materials or equipment used in a highway improvement Contract as defined in Transportation Code, Chapter 223, Subchapter A. 3.46. Detour.A temporary traffic route around a closed portion of a road. 3.47. Department.The Texas Department of Transportation(TxDOT). 3.48. Departmental Material Specifications. Reference specifications for various materials published by the Construction Division. 3.49. Direct Traffic Culvert. Concrete box culvert whose top slab is used as the final riding surface or is to have an overlay or other riding surface treatment. 3.50. Disadvantaged Business Enterprise.A for-profit small business certified through the Texas Unified Certification Program in accordance with 49 CFR Part 26,that is at least 51%owned by one or more socially and economically disadvantaged individuals,or in the case of a publicly owned business, in which is at least 51%of the stock is owned by one or more socially and economically disadvantaged individuals,and whose management and daily business operations are controlled by one or more of the individuals who own it. 3.51. Divided Highway.A highway with separate roadways intended to move traffic in opposite directions. 3.52. Easement.A real property right acquired by one party to use land belonging to another party for a specified purpose. 3.53. Electronic Vault.The Department's bidding system where electronic bids are stored before bid opening. 3.54. Engineer.The Chief Engineer of the Department or the authorized representative of the Chief Engineer. 3.55. Expressway.A divided arterial highway for through traffic with full or partial control of access and generally with grade separations at intersections. 3.56. Family Member.A family member of an individual is the individual's parent,parent's spouse,step-parent, step-parent's spouse,sibling,sibling's spouse,spouse, child,child's spouse,spouse's child,spouse's child's spouse,grandchild,grandparent, uncle, uncle's spouse, aunt,aunt's spouse,first cousin,or first cousin's spouse. 7 1 3.57. Force Account.Payment for directed work based on the actual cost of labor,equipment,and materials furnished with markups for project overhead and profit. 3.58. Freeway.An expressway with full control of access. 3.59. Frontage Road.A local street or road auxiliary to and located along an arterial highway for service to abutting property and adjacent areas and for control of access(sometimes known as a service road, access road, or insulator road). 3.60. Hazardous Materials or Waste. Hazardous materials or waste include but are not limited to explosives, compressed gas,flammable liquids,flammable solids,combustible liquids,oxidizers, poisons, radioactive materials,corrosives,etiologic agents,and other material classified as hazardous by 40 CFR 261,or applicable state and federal regulations. 3.61. High-Pressure Water Blasting.Water blasting with pressures between 5,000 and 10,000 psi. 3.62. Highway,Street,or Road.General terms denoting a public way for purposes of vehicular travel, including the entire area within the right of way. Recommended usage in urban areas is highway or street; in rural areas, highway or road. 3.63. Historically Underutilized Business.A corporation, sole proprietorship, partnership,or joint venture formed for the purpose of making a profit certified by the Texas Building and Procurement Commission,and 51 owned by one or more persons who are economically disadvantaged because of their identification as members of certain groups, including African Americans, Hispanic Americans,Asian-Pacific Americans, Native Americans,or women, and have a proportionate interest and demonstrate active participation in the control,operation, and management of the business'affairs. Individuals meeting the HUB definition are required to be residents of the State of Texas. Buoii iuoouo that do Hut have their primary headquarters iI I the State of Texas are not eligible for HUB certification. 3.64. Incentive and Disincentive Provisions.An adjustment to the Contract price of a predetermined amount for each day the work is completed ahead of or behind the specified milestone, phase,or Contract completion dates.The amount of the incentive and disincentive is determined based on estimated costs for engineering, traffic control,delays to the motorists,and other items involved in the Contract. 3.65. Independent Assurance Tests.Tests used to evaluate the sampling and testing techniques and equipment used in the acceptance program.The tests are performed by the Department and are not used for acceptance purposes. 3.66. Inspector.The person assigned by the Engineer to inspect for compliance with the Contract any or all parts of the work and the materials used. 3.67. Intelligent Transportation System.An integrated system that uses video and other electronic detection devices to monitor traffic flows. 3.68. Intersection.The general area where 2 or more highways,streets,or roads join or cross, including the roadway and roadside facilities for traffic movements within it. 3.69. Island.An area within a roadway from which vehicular traffic is intended to be excluded,together with any area at the approach occupied by protective deflecting or warning devices. 3.70. Joint Venture.Any combination of individuals, partnerships, limited liability companies,or corporations submitting a single bid proposal. 3.71. Lane Rental.A method to assess the Contractor daily or hourly rental fees for each lane,shoulder, or combination of lanes and shoulders taken out of service. 8 • 1 3.72. Letting.The receipt,opening,tabulation, and determination of the apparent low Bidder. 3.73. Letting Official.The Executive Director or any Department employee empowered by the Executive Director to officially receive bids and close the receipt of bids at a letting. 3.74. Licensed Professional Engineer.A person who has been duly licensed by the Texas Board of Professional Engineers to engage in the practice of engineering in the State of Texas; also referred to as a Professional Engineer. 3.75. Limits of Construction.An area with established boundaries, identified within the highway right of way and easements,where the Contractor is permitted to perform the work. 3.76. Local Street or Road.A street or road primarily for access to residence, business,or other abutting property. 3.77. Low-Pressure Water Blasting.Water blasting with pressures between 3,000 and 5,000 psi. 3.78. Major Item.An item of work included in the Contract that has a total cost equal to or greater than 5%of the original Contract or$100,000 whichever is less.A major item at the time of bid will remain a major item.An item not originally a major item does not become one through the course of the Contract. 3.79. Manual of Testing Procedures. Department manual outlining test methods and procedures maintained by the Materials and Pavements Section of the Construction Division. 3.80. Material Producer List. Department maintained list of approved products. 3.81. Materially Unbalanced Bid.A bid that generates a reasonable doubt that award to the Bidder submitting a mathematically unbalanced bid will result in the lowest ultimate cost to the State. 3.82. Mathematically Unbalanced Bid.A bid containing bid prices that do not reflect reasonable actual costs plus a reasonable proportionate share of the Bidder's anticipated profit, overhead costs,and other indirect costs. 3.83. Median.The portion of a divided highway separating the traffic lanes in opposite directions. 3.84. Milestone Date.The date that a specific portion of the work is to be completed, before the completion date for all work under the Contract. 3.85. Monolithic Concrete Placement.The placement of plastic concrete in such manner and sequence to prevent a construction joint. 3.86. National Holidays.January 1,the last Monday in May,July 4,the first Monday in September,the fourth Thursday in November,and December 24 or December 25. 3.87. Nonhazardous Recyclable Material.A material recovered or diverted from the nonhazardous waste stream for the purposes of reuse or recycling in the manufacture of products that may otherwise be produced using raw or virgin materials. 3.88. Nonresident Bidder.A Bidder whose principal place of business is not in Texas.This includes a Bidder whose ultimate parent company or majority owner does not have its principal place of business in Texas. 3.89. Nonresponsive Proposal.A proposal that does not meet the criteria for acceptance contained in the proposal form. 3.90. Non-Site-Specific Contracts. Contracts where a geographic region is specified for the work and work orders,with or without plans,detail the limits and work to be performed. 9 1 3.91. Notification. Either written or oral instruction to the Contractor.Voice mail is oral notification. 3.92. Pavement.That part of the roadway having a constructed surface for the use of vehicular traffic. 3.93. Pavement Structure.Combination of surface course and base course placed on a subgrade to support the traffic load and distribute it to the roadbed. 3.93.1. Surface Course. Pavement structure layers designed to accommodate the traffic load.The top layer resists skidding,traffic abrasion,and the disintegrating effects of climate and is sometimes called the wearing course. 3.93.2. Base Course.One or more layers of specified material thickness placed on a subgrade to support a surface course. 3.93.3. Subgrade.The top surface of a roadbed upon which the pavement structure,shoulders, and curbs are constructed. 3.93.4. Subgrade Treatment.Modifying or stabilizing material in the subgrade. 3.94. Payment Bond.The security executed by the Contractor and the Surety,furnished to the Department to guarantee payment of all legal debts of the Contractor pertaining to the Contract. 3.95. Performance Bond.The security executed by the Contractor and the Surety,furnished to the Department to guarantee the completion of the work in accordance with the terms of the Contract. 3.96. Plans.The drawings approved by the Engineer,including true reproductions of the drawings that show the location,character,dimensions,and details of the work and are a part of the Contract. 3.97. Power of Attorney for Surety Bonds.An instrument under corporate seal appointing an attorney-in-fact to act on behalf of a Surety in signing bonds. 3.98. Prequalification.The process for determining a Contractor's eligibility to bid work. 3.99. Prequalification Statement.The forms on which required information is furnished concerning the Contractor's ability to perform and finance the work. 3.100. Project-Specific Location.A material source,plant,waste site,parking area,storage area,field office, staging area, haul road,or other similar location either outside the project limits or within the project limits but not specifically addressed in the Contract. 3.101. Proposal.The offer from the Bidder submitted on the prescribed form,including addenda issued,giving unit bid prices for performing the work described in the plans and Specifications. 3.102. Proposal Form.The form printed and sent to the Bidder by the Department or printed by the Bidder from the Department's bidding system. 3.103. Proposal Guaranty.The security furnished by the Bidder as a guarantee that the Bidder will enter into a Contract if awarded the work. 3.104. Quality Assurance.Sampling,testing,inspection, and other activities conducted by the Engineer to determine payment and make acceptance decisions. 3.105. Quality Control. Sampling,testing,and other process control activities conducted by the Contractor to monitor production and placement operations. 3.106. Ramp.A section of highway for the primary purpose of making connections with other highways. 10 1 3.107. Recurring Maintenance Work Contracts.Contracts or work for which maintenance is needed at the same location on more than one occasion (e.g., mowing contracts for which mowing cycles are requested on multiple occasions). 3.108. Referee Tests.Tests requested to resolve differences between Contractor and Engineer test results.The referee laboratory is the Construction Division. 3.109. Regular Item.A bid item contained in a proposal and not designated as an additive alternate or replacement alternate bid item. 3.110. Rental Rate Blue Book for Construction Equipment. Publication containing equipment rental rates. 3.111. Replacement Alternate.A bid item identified the proposal form that a Bidder may substitute for a specific regular item of work. 3.112. Responsive Bid.A proposal that meets all requirements of the proposal form for acceptance. 3.113. Right of Way.A general term denoting land or property devoted to transportation purposes. 3.114. Roadbed.The graded portion of a highway prepared as foundation for the pavement structure and shoulders. On divided highways,the depressed median type and the raised median type highways are considered to have 2 roadbeds. Highways with a flush median are considered to have 1 roadbed. Frontage roads are considered separate roadbeds. 3.115. Road Master.A railroad maintenance official in charge of a division of railway. 3.116. Roadside.The areas between the outside edges of the shoulders and the right of way boundaries. Unpaved median areas between inside shoulders of divided highways and areas within interchanges are included. 3.117. Roadway.The portion of the highway(including shoulders)used by the traveling public. 3.118. Routine Maintenance Contract.A Contract let through the routine maintenance contracting procedure to preserve and repair roadways,rights of way,and appurtenances. 3.119. Sandblasting,Dry.Spraying blasts of pressurized air combined with sand. 3.120. Sandblasting,Wet. Spraying blasts of pressurized water combined with sand. 3.121. Shoulder.That portion of the roadway contiguous with the traffic lanes for accommodation of stopped vehicles for emergency use or for lateral support of base and surface courses. 3.122. Shot Blasting. Spraying blasts of pressurized air combined with metal shot. 3.123. Sidewalk. Portion of the right of way constructed exclusively for pedestrian use. 3.124. Slurry Blasting.Spraying blasts of pressurized air combined with a mixture of water and abrasive media. 3.125. Special Provisions.Additions or revisions to these standard specifications or special specifications. 3.126. Special Specifications.Supplemental specifications applicable to the Contract not covered by these standard specifications. 3.127. Specifications. Directives or requirements issued or made pertaining to the method and manner of performing the work or to quantities and qualities of materials to be furnished under the Contract. References to DMSs,ASTM or AASHTO specifications,or Department bulletins and manuals,imply the latest standard 11 1 or tentative standard in effect on the date of the proposal.The Engineer will consider incorporation of subsequent changes to these documents in accordance with Item 4,"Scope of Work." 3.128. Small Business Enterprise.A firm(including affiliates)whose annual gross receipts do not exceed the U.S. Small Business Administration's size standards for 4 consecutive years. 3.129. State.The State of Texas. 3.130. State Holiday.A holiday authorized by the State Legislature excluding optional state holidays and not listed in Section 1.3.86., "National Holidays."A list of state holidays can be found on the Department's website. 3.131. Station.A unit of measurement consisting of 100 horizontal feet. 3.132. Subcontract.The agreement between the Contractor and subcontractor establishing the obligations of the parties for furnishing of materials and performance of the work prescribed in the Contract documents. 3.133. Subcontractor.A Subcontractor is defined as an individual,partnership,limited liability company, corporation,or any combination thereof that the Contractor sublets,or proposes to sublet,any portion of a Contract,excluding a material supplier,a hauling firm hauling only from a commercial source to the project, truck owner-operator,wholly-owned subsidiary,or specialty-type businesses such as security companies and rental companies. 3.134. Subsidiary.Materials,labor,or other elements that because of their nature or quantity have not been identified as a separate item and are included within the items on which they necessarily depend. 3.135. Substructure.The part of the structure below the bridge seats but not including, bearings,drilled shafts,or piling.Parapets, back walls,wing walls of the abutments, and drainage structures are considered parts of the substructure. 3.136. Superintendent.The representative of the Contractor who is available at all times and able to receive instructions from the Engineer or authorized Department representatives and to act for the Contractor. 3.137. Superstructure.The part of the structure above the bridge seats or above the springing lines of arches and including the bearings. Flatwork construction may be considered superstructure. 3.138. Supplemental Agreement.Written agreement entered into between the Contractor and the State and approved by the Surety,covering alterations and changes in the Contract.A supplemental agreement is used by the Department whenever the modifications include assignment of the Contract from one entity to another or other cases as desired by the Department. 3.139. Surety.The corporate body or bodies authorized to do business in Texas bound with and for the Contractor for the faithful performance of the work covered by the Contract and for the payment for all labor and material supplied in the prosecution of the work. 3.140. Surplus Materials.Any debris or material related to the Contract not incorporated into the work. 3.141. Suspension.Action taken by the Department or federal government pursuant to regulation that prohibits a person or company from entering into a Contract,or from participating as a subcontractor,or supplier of materials or equipment used in a highway improvement Contract as defined in Transportation Code, Chapter 223,Subchapter A. 3.142. Traffic Lane.The strip of roadway intended to accommodate the forward movement of a single line of vehicles. 3.143. Traveled Way.The portion of the roadway for the movement of vehicles,exclusive of shoulders and auxiliary lanes. 12 1 3.144. Truck Owner-Operator.An individual who owns and operates 1 truck for hire. 3.145. UT-Bridge. Department-owned software for steel girder erection.Software is available on the Department's website. 3.146. UT-Lift. Department-owned software for steel girder erection. Software is available on the Department's website. 3.147. Utility. Privately,publicly,or cooperatively owned lines,facilities,and systems for producing,transmitting,or distributing communications,power, heat,gas,oil,water,waste,or storm water that are not connected with the highway drainage,signal systems,or other products that directly or indirectly serve the public;the utility company. 3.148. Verification Tests.Tests used to verify accuracy of QC and QA and mixture design testing. 3.149. Water-Abrasive Blasting.Spraying blasts of pressurized water combined with abrasive media. 3.150. Water Blasting.Spraying blasts of pressurized water of at least 3,000 psi. 3.151. Water-Injected Abrasive Blasting.Abrasive blasting with water injected into the abrasive/air stream at the nozzle. 3.152. Wholly-Owned Subsidiary.A legal entity owned entirely by the Contractor or subcontractor. 3.153. Work.The furnishing of all labor,materials,equipment,and other incidentals necessary for the successful completion of the Contract. 3.154. Work Order.Written notice to the Contractor to begin the work.The work order may include the date when work and time charges will begin,the allowable number of working days, and plan sheets providing details specific to a location or to an item of work for non-site-specific work.A work order is part of the Contract. 3.155. Written Notice.Written notice is considered to have been duly given if delivered in person to the individual or member to whom it is intended or if sent by regular, registered,or certified mail and delivered to the last known business address;sent by facsimile to the last known phone number;or sent by e-mail to the last known address.The date of the letter will serve as the beginning day of notice. Unclaimed mail or failure to provide current contact information will not be considered a failure to provide written notice. 13 6 Item 6 Control of Materials Department of Transportation 1. SOURCE CONTROL Use only materials that meet Contract requirements. Unless otherwise specified or approved, use new materials for the work. Secure the Engineer's approval of the proposed source of materials to be used before their delivery. Materials can be approved at a supply source or staging area but may be inspected in accordance with Article 6.4., "Sampling,Testing, and Inspection." 1.1. Buy America. Comply with the latest provisions of Buy America as listed at 23 CFR 635.410. Use steel or iron materials manufactured in the United States except when: ■ the cost of materials, including delivery,does not exceed 0.1%of the total Contract cost or$2,500, whichever is greater, ■ the Contract contains an alternate item for a foreign source steel or iron product and the Contract is awarded based on the alternate item,or ■ the materials are temporarily installed. Submit a notarized original of the FORM D-9-USA-1 (Department Form 1818)with the proper attachments for verification of compliance. Manufacturing is any process that modifies the chemical content, physical shape or size,or final IIIIIJII of a product. Manufacturing begins with initial melting and mixing and continues through fabrication (cutting, drilling,welding, bending,etc.)and coating(paint,galvanizing,epoxy,etc.). 1.2. Buy Texas.For construction or maintenance Contracts without federal funds, buy materials produced in Texas when the materials are available at a comparable price and in a comparable period of time. Provide documentation of purchases or a description of good-faith efforts on request. 2. MATERIAL QUALITY Correct or remove materials that fail to meet Contract requirements or that do not produce satisfactory results. Reimburse the Department for cost incurred if additional sampling and testing is required by a change of source. Materials not meeting Contract requirements will be rejected, unless the Engineer approves corrective actions. Upon rejection, immediately remove and replace rejected materials. If the Contractor does not comply with this Article,the Department may remove and replace defective material.The cost of testing, removal, and replacement will be deducted from the payments due to the Contractor. 3. MANUFACTURER WARRANTIES Transfer to the Department warranties and guarantees required by the Contract or received as part of normal trade practice. 36 6 4. SAMPLING, TESTING,AND INSPECTION Incorporate into the work only material that has been inspected,tested, and accepted by the Department. Remove,at the Contractor's expense, materials from the work locations that are used without prior testing and approval or written permission of the Engineer. The material requirements and standard test methods in effect at the time the proposed Contract is advertised govern. Unless otherwise noted,the Department will perform testing at its expense. In addition to facilities and equipment required by the Contract,furnish facilities and calibrated equipment required for tests to control the manufacture of construction items. If requested, provide a complete written statement of the origin,composition,and manufacture of materials. All materials used are subject to inspection or testing at any time during preparation or use. Material which has been tested and approved at a supply source or staging area may be inspected or tested before or during incorporation into the work, and rejected if it does not meet Contract requirements. Copies of test results are available upon request. Do not use material that, after approval, becomes unfit for use. Unless otherwise noted in the Contract,all testing must be performed within the United States and witnessed by the Engineer. If materials or processes require testing outside the contiguous 48 United States, reimburse the Department for inspection expenses. 5. PLANT INSPECTION AND TESTING The Engineer may but is not obligated to inspect materials at the acquisition or manufacturing source. Material samples will be obtained and tested for compliance with quality requirements. Materials produced under Department inspection are for Department use only unless released in writing by the Engineer. If inspection is at the plant, meet the following conditions unless otherwise specified: • cooperate fully and assist the Engineer during the inspection, • ensure the Engineer has full access to all parts of the plant used to manufacture or produce materials, • provide a facility at the plant for use by the Engineer as an office or laboratory, • provide and maintain adequate safety measures and restroom facilities,and • furnish and calibrate scales, measuring devices,and other necessary equipment. The Engineer may provide inspection for periods other than daylight hours if: • continuous production of materials for Department use is necessary due to the production volume being handled at the plant, and • the lighting is adequate to allow satisfactory inspection. 6. STORAGE OF MATERIALS Store and handle materials to preserve their quality and fitness for the work. Store materials so that they can be easily inspected and retested. Place materials under cover,on wooden platforms,or on other hard,clean surfaces as necessary or when directed. Obtain approval to store materials on the right of way.Storage space off the right of way is at the Contractor's expense. 7. DEPARTMENT-FURNISHED MATERIAL The Department will supply materials as shown on the plans.The cost of handling and placing materials supplied by the Department will not be paid for directly but will be subsidiary to the Item in which they are ° used.Assume responsibility for materials upon receipt. 37 6 8. USE OF MATERIALS FOUND ON THE RIGHT OF WAY Material found in the excavation areas and meeting the Department's specifications may be used in the work. This material will be paid for at the Contract bid price for excavation and under the Item for which the material is used. Do not excavate or remove any material from within the right of way that is not within the limits of the excavation without written permission. If excavation is allowed within a right of way project-specific location, replace the removed material with suitable material at no cost to the Department as directed. 9. RECYCLED MATERIALS The Department will not allow hazardous wastes,as defined in 30 TAC 335, proposed for recycling. Use nonhazardous recyclable materials(NRMs)only if the specification for the Item does not disallow or restrict use. Determine if NRMs are regulated under 30 TAC 312, 330,332,334,or 335,and comply with all general prohibitions and requirements.Use NRMs in accordance with DMS-11000,"Evaluating and Using Nonhazardous Recyclable Materials Guidelines,"and furnish all documentation in the manner prescribed by the Department. 10. HAZARDOUS MATERIALS Comply with the requirements of Article 7.12.,"Responsibility for Hazardous Materials." The Department is responsible for testing, removing, and disposing of hazardous materials not introduced by the Contractor, except for paint removal associated with Item 446, "Field Cleaning and Painting Steel,"Item 776,"Metal Rail Repair," and la___784, "Steel Member Repair."The plans-Metal Item plans will indicate locations where paint on steel is suspected to contain hazardous materials.The Engineer may suspend work wholly or in part during the testing, removing,or disposing of hazardous materials,except in the case where hazardous materials are introduced by the Contractor. Use materials that are free of hazardous materials. Notify the Engineer immediately if materials are suspected to contain hazardous materials. If materials delivered to the project by the Contractor are suspected to contain hazardous materials,have an approved commercial laboratory test the materials for contamination. Remove,remediate, and dispose of any of these materials found to be contaminated. The work required to comply with this section will be at the Contractor's expense.Working day charges will not be suspended and extensions of working days will not be granted for activities related to handling hazardous material introduced by the Contractor. 10.1. Painted Steel Requirements. Paint containing hazardous materials will be removed as shown on the plans. 10.1.1. Paint Removed by Third Party.The Department will provide a third party to remove paint containing hazardous materials where paint must be removed to perform work when dismantling steel under Item 496, "Removing Structures." 10.1.2. Paint Removed by the Contractor.This work may only be performed by a firm or company with one of the following certifications unless otherwise shown on the plans: • SSPC-QP2 Category A certification for lead painting operations,or • Certified Lead Firm by the Texas Department of State Health Services. Maintain certifications for the duration of the Contract. Provide copies of audits and certification to the Engineer. Comply with worker and public safety regulations including but not limited to 29 CFR Parts 1910, 1925, and 1926. Monitor permissible exposure limits in accordance with OSHA requirements. 38 6 Remove paint containing hazardous materials from designated areas shown on the plans or as directed by the Engineer. Comply with access limitations shown on the plans. Provide power hand tools,equipped with high-efficiency particulate air filter vacuums to mechanically remove paint unless otherwise approved. Contain, collect,store,transport, and dispose of all waste generated by cleaning operation in accordance with local,state and federal requirements including 40 CFR 302. Properly characterize and dispose of all wastes. Manage wastes in accordance with regulatory requirements and dispose in a facility authorized to accept such wastes. Provide copies of disposal manifests to the Engineer. Refer to Item 446,"Field Cleaning and Painting Steel"for measurement and payment. 10.2. Removal and Disposal of Painted Steel. Painted steel will be disposed of at a steel recycling or smelting facility unless otherwise shown on the plans. If the paint contains hazardous materials, maintain and make available to the Engineer invoices and other records obtained from the facility showing the received weight of the steel and the facility name. Refer to Item 496,"Removing Structures"and Item 497,"Sale of Salvageable Material"for measurement and payment. 10.3. Asbestos Requirements.The plans will indicate locations or elements where asbestos containing materials (ACM)are present. Notify the Engineer of proposed dates of demolition or removal of structural elements with ACM at least 60 days before beginning work. The Department of State Health Services(DSHS),Asbestos Programs Branch, is responsible for administering the requirements of the National Emissions Standards for Hazardous Air Pollutants,40 CFR Part 61, Subpart M and the Texas Asbestos Health Protection Rules(TAHPR). Based on EPA guidance and regulatory background information, bridges are considered to be a regulated"facility"under NESHAP. Therefore,federal standards for demolition and renovation apply. The Department is required to notify the DSHS at least 10 working days(by postmarked date) before initiating demolition or renovation of each structure or load bearing member shown on the plans. If the actual demolition or renovation date is changed or delayed, notify the Engineer in writing of the revised dates in sufficient time to allow for the Department's notification to DSHS to be postmarked at least 10 days in advance of the actual work. Failure to provide the above information may require the temporary suspension of work under Article 8.4., "Temporary Suspension of Work or Working Day Charges,"due to reasons under the control of the Contractor.The Department retains the right to determine the actual advance notice needed for the change in date to address post office business days and staff availability. 10.3.1. Asbestos Removed by Third Party.At locations where unknown ACM is discovered,the Department will arrange for abatement by a third party. 10.3.2. Asbestos Removed by the Contractor.Maintain certification as Asbestos Abatement Contractor by the Texas Department of State Health Services for the duration of the Contract. Provide copies of audits and certification to the Engineer. 10.4. Work Performed by a Third Party.When the work for removal of paint or asbestos abatement is to be provided by a third party,coordinate and cooperate with the third party and the Department.Continue other work detailed in the plans not directly involved in the paint removal or asbestos abatement work.Provide notice to the Department regarding the progress of the work to allow the Department sufficient time to schedule the third party work. 39 6 11. SURPLUS MATERIALS Take ownership of surplus materials unless otherwise shown on the plans or directed. Remove and dispose of materials in accordance with federal,state,and local regulations. If requested,provide an appropriate level of documentation to verify proper disposal.When materials are disposed of on private property, provide written authorization from the property owner for the use of the property for this purpose upon request. 40 104 Item 104 Removing Concrete De Texas partment of Transportation . DESCRIPTION Break,remove, and salvage or dispose of existing hydraulic cement concrete. 2. CONSTRUCTION Remove existing hydraulic cement concrete from locations shown on the plans.Avoid damaging concrete that will remain in place. Saw-cut and remove the existing concrete to neat lines. Replace any concrete damaged by the Contractor at no expense to the Department.Accept ownership and properly dispose of broken concrete in accordance with federal,state, and local regulations unless otherwise shown on the plans. 3. MEASUREMENT Removing concrete pavement,floors,porches, patios, riprap, medians,foundations,sidewalks,driveways, and other appurtenances will be measured by the square yard(regardless of thickness)or by the cubic yard of calculated volume,in its original position. Removing curb,curb and gutter,and concrete traffic barrier will be measured by the foot in its original position.The removal of monolithic concrete curb or dowelled concrete curb will be included in the concrete pavement measurement. Removing retaining walls will be measured by the square yard along the front face from the top of the wall to the top of the footing. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2.,"Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. 4. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Removing Concrete"of the type specified.This price is full compensation for breaking the concrete;loading, hauling, and salvaging or disposing of the material; and equipment,labor,tools, and incidentals. Removing retaining wall footings will not be paid for directly but will be considered subsidiary to this Item. 73 162 Item 162 *5--) Sodding for Erosion Control Tarim Department of Transportation 1. DESCRIPTION Provide and install grass sod as shown on the plans or as directed. 2. MATERIALS Use live,growing grass sod of the type specified on the plans. Use grass sod with a healthy root system and dense matted roots throughout the soil of the sod for a minimum thickness of 1 in. Do not use sod from areas where the grass is thinned out. Keep sod material moist from the time it is dug until it is planted. Grass sod with dried roots is unacceptable. 2.1. Block Sod.Use block,rolled,or solid sod free from noxious weeds,Johnson grass,other grasses, or any matter deleterious to the growth and subsistence of the sod. 2.2. Mulch Sod. Use mulch sod from an approved source,free from noxious weeds,Johnson grass,other grasses,or any matter deleterious to the growth and subsistence of the sod. 2.3. Fertilizer. Furnish fertilizer in accordance with Article 166.2.,"Materials." 2.4. Water. Furnish water in accordance with Article 168.2.,"Materials." 2.5. Mulch. Use straw mulch consisting of oat,wheat,or rice straw or hay mulch of either Bermudagrass or prairie grasses. Use straw or hay mulch free of Johnson grass and other noxious and foreign materials. Keep the mulch dry and do not use molded or rotted material. 2.6. Tacking Methods. Use a tacking agent applied in accordance with the manufacturer's recommendations or a crimping method on all straw or hay mulch operations. Use tacking agents as approved or as specified on the plans. 3. CONSTRUCTION Cultivate the area to a depth of 4 in. before placing the sod. Plant the sod specified and mulch, if required, after the area has been completed to lines and grades as shown on the plans.Apply fertilizer uniformly over the entire area in accordance with Article 166.3.,"Construction,"and water in accordance with Article 168.3., "Construction."Plant between the average date of the last freeze in the Spring and 6 weeks before the average date for the first freeze in the Fall according to the Texas Almanac for the project area. 3.1. Sodding Types. 3.1.1. Spot Sodding. Use only Bermudagrass sod. Create furrows parallel to the roadway, approximately 5 in. deep and on 18-in.centers. Sod a continuous row not less than 3 in.wide in the 2 furrows adjacent to the roadway. Place 3-in.squares of sod on 15-in.centers in the remaining furrows. Place sod so that the root system will be completely covered by the soil.Firm all sides of the sod with the soil without covering the sod with soil. 3.1.2. Block Sodding.Place sod over the prepared area. Roll or tamp the sodded area to form a thoroughly compacted,solid mat filling all voids in the sodded area with additional sod.Trim and remove all visible netting and backing materials. Keep sod along edges of curbs,driveways,walkways,etc.,trimmed until acceptance. 95 162 3.1.3. Mulch Sodding. Mow sod source to no shorter than 4 in., rake and remove cuttings. Disk the sod in 2 directions,cutting the sod to a minimum of 4 in. Excavate the sod material to a depth of no more than 6 in. Keep excavated material moist or it will be rejected. Distribute the mulch sod uniformly over the area to a depth of 6 in.loose, unless otherwise shown on the plans,and roll with a light roller or other suitable equipment. Add or reshape the mulch sod to meet the requirements of Section 162.3.2.,"Finishing." 3.2. Finishing. Smooth and shape the area after planting to conform to the desired cross-sections. Spread any excess soil uniformly over adjacent areas or dispose of the excess soil as directed. 3.3. Straw or Hay Mulch.Apply straw or hay mulch for"Spot Sodding"and"Mulch Sodding"uniformly over the area as shown on the plans.Apply straw mulch at 2 to 2-1/2 tons per acre.Apply hay mulch at 1-1/2 to 2 tons per acre. Use a tacking method over the mulched area. 4. MEASUREMENT "Spot Sodding,""Block Sodding,"and"Straw or Hay Mulch"will be measured by the square yard in its final position."Mulch Sodding"will be measured by the square yard in its final position or by the cubic yard in vehicles as delivered to the planting site. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Spot Sodding,""Block Sodding,""Straw or Hay Mulch,"or"Mulch Sodding."This price is full compensation for securing a source,excavation,loading, hauling, placing, rolling,finishing,furnishing materials,equipment, labor,tools,supplies, and incidentals. Fertilizer will not be paid for directly but will be subsidiary to this Item. Unless otherwise specified on the plans,water,except for that used for maintaining and preparing the sod before planting,will be measured and paid for in accordance with Item 168,"Vegetative Watering." 96 416 Item 416 Drilled Shaft Foundations Departms ent of Transportation 1. DESCRIPTION Construct foundations consisting of reinforced or non-reinforced concrete drilled shafts. 2. MATERIALS Use materials that meet the requirements of the following Items. • Item 421,"Hydraulic Cement Concrete," • Item 440,"Reinforcement for Concrete,"and • Item 448,"Structural Field Welding." Use concrete for drilled shafts that meets the requirements of Table 1 unless otherwise shown on the plans. Table 1 Concrete for Drilled Shafts Drilled Shaft Type Concrete Non-reinforced Class A Reinforced Class C Slurry and underwater concrete placement Class SS Use coarse aggregate Grade 4, 5,or 6 for drilled shaft concrete in reinforced drilled shafts.Grade 2 or 3 may be used if the shaft is dry and reinforcing steel has a 5 in. minimum clear spacing. Use a water-reducing, retarding admixture in accordance with DMS-4640,"Chemical Admixtures for Concrete,"in all concrete when using casing that will be pulled or when placing shafts underwater or under slurry. Use concrete with slump that meets the requirements of Table 2 as determined by Tex-415-A. Table 2 Slump Requirements Placement Minimum Acceptable Recommended Design Maximum Acceptable Placement Slump, and Placement Slump, Placement Slump, Type in. in. in. Dry 5-1/2 6-1/2 7-1/2 Underwater and 7 8 9 under slurry Perform a slump loss test in accordance with Tex-430-A before beginning work when casing is to be pulled or concrete is to be placed underwater or under slurry. Provide concrete that will maintain a slump of at least 4 in.throughout the entire anticipated time of concrete placement. Time of concrete placement is described in Section 416.3.6., "Concrete,"and Section 416.3.7., "Additional Requirements for Slurry Displacement or Underwater Concrete Placement Methods."Note the temperature of the concrete mix at the beginning of the slump loss test. Place the concrete if its temperature at the time of placement into the drilled shaft is no more than 10°F higher than the slump loss test temperature. Use ice or other concrete cooling ingredients to lower concrete temperature,or run additional slump loss tests at the higher temperatures. Slump loss testing will be waived if anticipated time of concrete placement is less than 90 minutes. Use mineral drilling slurry that meets the requirements of Table 3, as determined by Tex-130-E. Determine pH of slurry by Tex-128-E or pH paper strips. 440 416 Table 3 Mineral Slurry Requirements Before Introduction Sampled from the Bottom of the into the Excavation Excavation before Concreting Specific Sand H Specific Viscosity Sand Gravity Content p Gravity (sec.) Content 51.10 <-1% 8-11 51.15 <—45 5 4% Use mineral slurry consisting of processed bentonite or attapulgite clays mixed with clean fresh water. Do not use partially hydrolyzed polyacrylamide(PHPA)polymeric slurry or any blended mineral-polymer slurry. If approved,water may be used as the drilling fluid. In this case, all of the provisions of Table 3 must be met except that the maximum specific gravity is not to exceed 1.12. Sample slurry from the bottom of the hole,before placing concrete, and test it in accordance with Tex-130-E. Use a pump or air lift to remove slurry that does not meet the requirements of Table 3 while adding fresh clean slurry to the top of the hole to maintain the slurry level. Continue this operation until the slurry sampled from the bottom of the hole meets the requirements. 3. CONSTRUCTION Submit Drilled Shaft installation plan for review no later than one month before drilled shaft construction. Include the following in the plan: • Name and experience record of the drilled shaft superintendent who will be in charge of drilled shaft operations for this project. • List of proposed equipment to be used, including cranes,drills,augers, bailing buckets,final cleaning equipment,desanding equipment,slurry pumps,core sampling equipment,tremies or concrete pumps, casing,etc. • Details of overall construction operation sequence and the sequence of shaft construction in bents or groups. • Details of shaft excavation methods. • When the use of slurry is anticipated,details of the slurry mix design and its suitability for the subsurface conditions at the construction site, mixing and storage methods, maintenance methods and disposal procedures. • Details of methods to clean the shaft excavation. • Details of reinforcement placement, including support and centralization methods. • Details of concrete placement, including proposed operational procedures for free fall,tremie or pumping methods. • Details of casing installation and removal methods. The installation plan will be reviewed for conformance with the plans,specifications and special provisions. The Contractor will be notified within 14 days of receipt of the installation plan of any additional information required and/or changes necessary to meet the contract requirements.All procedural approvals given will be subject to trial in the field and will not relieve the Contractor of the responsibility to satisfactorily complete the work as detailed in the plans and specifications. Place the shaft to within the following tolerances: • Vertical plumbness-1 in.per 10 feet of depth. • Center of shaft located under column-1 in.of horizontal plan position. • Center of shaft located under footing-3 in.of horizontal plan position. Complete the embankment at bridge ends before installing drilled shafts that pass through the fill. Refer to Item 423,"Retaining Walls,"for provisions for drilled shafts passing through the structural volume of retaining walls. 441 416 3.1. Excavation.The plans indicate the expected depths and elevations for encountering satisfactory bearing material.Excavate as required for the shafts through all materials encountered to the dimensions and elevations shown on the plans or required by the site conditions. Removal of man-made obstructions not shown on the plans will be paid for in accordance with Article 9.7.,"Payment for Extra Work and Force Account Method."Adjust the bottom of the shaft or alter the foundation if satisfactory founding material is not encountered at plan elevation, as approved to satisfactorily comply with design requirements.Blasting is not allowed for excavations. Stop drilling if caving conditions are encountered,and adopt a construction method that stabilizes the shaft walls. Do not excavate a shaft within 2 shaft diameters(clear)of an open shaft excavation,or one in which concrete has been placed in the preceding 24 hr. Dispose of material excavated from shafts and not incorporated into the finished project in accordance with the plans and with federal,state, and local laws. Provide suitable access,lighting, and equipment for proper inspection of the completed excavation and checking the dimensions and alignment of shafts excavation. 3.2. Core Holes.Take cores to determine the character of the supporting materials if directed. Use a method that will result in recovery of an intact sample adequate for judging the character of the founding material.Such cores should be at least 5 ft.deeper than the proposed founding grade or a depth equal to the diameter of the shaft,whichever is greater.Take these cores when the excavation is complete. 3.3. Casing. Use casing when necessary to prevent caving of the material,to exclude ground water,when slurry is used for hole stabilization,or when required as part of the Contractor's Safety Plan.Provide casing with an outside diameter not less than the specified diameter of the shaft. The portion of shaft below the casing may be as much as 2 in.smaller than the specified shaft diameter. No extra compensation will be made for concrete required to fill an oversized casing or oversized excavation. Use casing strong enough to withstand handling stresses and pressures of concrete and of the surrounding earth or water,and that is watertight, smooth,clean,and free of accumulations of hardened concrete. Use construction methods that result in a minimal amount of disturbed soil being trapped outside the casing. This does not apply to temporary undersized casings used to protect workers inside shafts or to drilled shafts designed for point bearing only. Leave casing in place only if authorized or shown on the plans. Extract casing only after placing the concrete to an appropriate level. Maintain sufficient concrete in the casing at all times to counteract soil and water pressure. Rotate or move the casing up or down a few inches if necessary before and during concrete placement to facilitate extraction of the casing. 3.4. Requirements for Slurry Displacement Method.When soil conditions warrant, use the slurry displacement method to construct drilled shafts unless otherwise shown on the plans. Use this method to support the sides of the excavation with processed mineral slurry that is then displaced by concrete to form a continuous concrete shaft. Install surface casing to a minimum of 10 ft.below existing ground before introducing slurry. Do not use casing other than surface casing. Do not use surface casing longer than 20 ft.without approval.Do not extract the surface casing until after placing the concrete. Pre-mix slurry in a reservoir with enough capacity to fill the excavation and for recovery of the slurry during concrete placement. Do not mix slurry in the shaft excavation or other hole.Allow adequate time for hydration of the slurry before introduction into the excavation. Maintain a head of slurry in the shaft excavation at or near ground level or higher,as necessary,to counteract ground water pressure during and after drilling. 442 416 Use an air lift or proper size cleanout bucket,just before placing reinforcing steel,to remove any material that may have fallen from the sides of the excavation or accumulated on the bottom after the completion of drilling. Use a cleanout bucket if material is too large to be picked up with an air lift. Re-process the hole with the auger as directed if concrete placement is not started within 4 hr.of the completion of the shaft excavation.Then clean the bottom with an air lift or cleanout bucket,and check the slurry at the bottom of the hole for compliance with the slurry requirements of Article 416.2.,"Materials." Agitate the congealed slurry to liquefaction if the slurry forms a gel before concrete placement,and whenever directed. Recover and dispose of all slurry as approved,and in accordance with all federal,state, and local laws. Do not discharge slurry into or in close proximity to streams or other bodies of water. 3.5. Reinforcing Steel.Completely assemble the cage of reinforcing steel,and place it as a unit immediately before concrete placement.The cage consists of longitudinal bars and lateral reinforcement(spiral reinforcement,lateral ties,or horizontal bands). Connect individual segments with couplers or by lapping steel as approved if overhead obstacles prevent placement of the cage as a single unit. Extend the reinforcing steel cage as follows if the shaft is lengthened beyond plan length unless directed otherwise. • .Extend the cage to the bottom for shafts supporting structures other than bridges. • Extend the cage to 25 ft.or to the bottom,whichever is shorter,for bridge shafts with plan lengths less than 25 ft. • Do not extend the cage for bridge shafts with plan lengths at least 25 ft.that are lengthened less than 33%of plan length. • Extend the cage as directed for bridge shafts with plan lengths at least 25 ft.that are lengthened more than 33%of plan length. If the cage does not reach the bottom of the shaft, it may be suspended,or a portion of the longitudinal steel may be extended to support the cage on the bottom of the shaft.Bars used to extend or support the cage may be lap spliced or welded by a qualified welder. Place the extension at the bottom of the shaft. Tie spiral reinforcement to the longitudinal bars at a spacing no more than 24 in.,or as required for a stable cage. Ensure lateral reinforcement is not welded to longitudinal bars unless otherwise shown on the plans. Center the reinforcing steel cage in the excavation using approved"roller"type centering devices unless otherwise approved. Use concrete or plastic chairs to keep the reinforcing cage off of the bottom of the hole. Use centering devices starting at 1.5 ft.off from the bottom of the cage and spaced vertically at intervals not exceeding 10 ft.Use a minimum of 3 centering devices per level at a spacing not to exceed 30 in. Flat or crescent-shaped centralizers("sleds")are not allowed. Support or hold down the cage to control vertical displacement during concrete placement or extraction of the casing.Use support that is concentric with the cage to prevent racking and distortion of the steel. Check the elevation of the top of the steel cage before and after concrete placement or after casing extraction when casing is used. Downward movement of the steel up to 6 in. per 20 feet of shaft length and upward movement of the steel up to 6 in.total are acceptable. Maintain the minimum length of steel required for lap with column steel. Use dowel bars if the proper lap length is provided both into the shaft and into the column. Locate and tie all dowel bars into the cage before placing concrete or insert dowel bars into fresh,workable concrete. Locate and tie anchor bolts when required before placement of concrete.Use templates or other devices to assure accurate placement of anchor bolts. 443 416 3.6. Concrete. Perform all work in accordance with Item 420,"Concrete Substructures."Provide concrete with maximum placement temperatures as specified in Table 4. Provide thermal analysis to show and temperature recording devices to verify maximum core temperature requirements are met as specified in Section 420.4.7.14., "Mass Placements,"as directed. Table 4 Maximum Concrete Placing Temperature Shaft Mix Design Mix Design Size Options 1-5 Options 6-8 Diameter<5 ft. 95°F 95°F 5 ft._<Diameter<_7 ft. 95°F 85°F 7 ft.<Diameter 85°F 75°F Form portions of drilled shaft that project above natural ground. Remove loose material and accumulated seep water from the bottom of the excavation before placing concrete. Place concrete using underwater placement methods if water cannot be removed. Place concrete as soon as possible after all excavation is complete and reinforcing steel is placed. Provide workable concrete that does not require vibrating or rodding.Vibrate formed portions of drilled shafts. Place concrete continuously for the entire length of the shaft. Limit free fall of concrete to 25 ft.for dry shafts of 24 in.or smaller diameter. Use a suitable tube or tremie to prevent segregation of materials. Use a tube or tremie in sections to provide proper discharge and permit raising as the placement progresses. For dry shafts over 24 in.diameter,concrete can be allowed to free fall an unlimited distance if it does not strike the reinforcing cage or sides of the hole during placement. Provide a hopper with a minimum 3-ft.long drop-tube at the top of the shaft to direct concrete vertically down the center of the shaft when free fall is used. Do not use a shovel or other means to simply deflect the concrete discharge from the truck. Maintain a sufficient head of concrete for cased shafts at all times above the bottom of the casing to overcome hydrostatic pressure. Extract casing at a slow, uniform rate with the pull in line with the axis of the shaft. Monitor the concrete level in the casing during extraction. Stop the extraction and add concrete to the casing as required to ensure a completely full hole upon casing removal.The elapsed time from the mixing of the first concrete placed into the cased portion of the shaft until the completion of extraction of the casing must not exceed the time for which the concrete maintains a slump of over 4 in. in accordance with Article 416.2., "Materials."Modify the concrete mix,the construction procedures,or both for subsequent shafts if the elapsed time is exceeded. Cure the top surface and treat any construction joint area in accordance with Item 420,"Concrete Substructures." 3.7. Additional Requirements for Slurry Displacement or Underwater Concrete Placement Methods. Place concrete on the same day the shaft is excavated and as soon as possible after all excavation is complete and reinforcing steel is placed. Use an air lift or cleanout bucket of the proper size to clean the bottom of the excavation before placing the reinforcing steel cage and concrete. Place concrete through a closed tremie or pump it to the bottom of the excavation.The minimum tremie diameter will be at least 6 times the maximum size of aggregate used in the concrete mix but not less than 10 in. Initially seal the tremie or pump line to positively separate the concrete from the slurry or water. Place concrete continuously from the beginning of placement until the shaft is completed. Keep the tremie full of concrete and well submerged in the previously placed concrete at all times if using a tremie. Raise the tremie as necessary to maintain the free flow of concrete and the stability of any casing used. Keep the discharge tube submerged in the previously placed concrete at all times if using a pump. Place additional concrete to ensure the removal of any contaminated concrete at the top of the shaft.Allow the top portion of concrete to flush completely from the hole at the completion of the pour until there is no evidence of slurry or water contamination. Do not attempt to remove this concrete with shovels, pumps,or other means. Level the top of shaft with hand tools as necessary. Use a sump or other approved method to channel displaced fluid and concrete away from the shaft excavation. Recover slurry and dispose of it as approved. Do not discharge displaced fluids into or near 444 416 streams or other bodies of water.Provide a collar or other means of capturing slurry and the top portion of concrete flushed from the shaft for pours over water. Remove the tube, reseal it at the bottom,penetrate with the tube into the concrete already placed by at least 5 ft., and recharge it before continuing if concrete placement is interrupted due to withdrawal of the submerged end of the tremie or pump discharge tube before completion. If this condition exists, notify the Engineer and note the elevation and circumstances related to the loss of seal on the drilled shaft log. The elapsed time from the mixing of the first concrete placed until the completion of concrete placement, including extraction of the casing, must not exceed the time for which the concrete maintains a slump of over 4 in.in accordance with Article 416.2.,"Materials."Modify the concrete mix,the construction procedures,or both for subsequent shafts if the elapsed time is exceeded. 3.8. Test Load.Load test shafts, if required,in accordance with Item 405,"Foundation Load Test." 3.9. Trial Shaft.When required on the plans,construct trial shafts to the depth and diameter specified on the plans.Trial shafts include:drilling the hole, placement of the rebar cage(unless otherwise stated),and placement of the concrete.When trial shafts are required, delay start of production shafts until successful completion of trial shafts. 4. MEASUREMENT 4.1. Drilled Shaft.Drilled shaft foundations will be measured by the foot to the bottom of the shaft. 4.1.1. Interior Bents and Piers. Shafts will be measured from a point approximately 6 in.below the finished earthwork elevation at the center of each shaft, unless specific elevations or dimensions are indicated on the plans or unless otherwise directed to meet unusual conditions.The bent height shown on the plans is for estimating purposes only and does not control the top-of-shaft measurement. 4.1.2. Abutment Bents and Retaining Walls.Shafts will be measured from the bottom of footing or cap elevation. 4.1.3. Other Non-Bridge Structures.Shafts, including trial shafts,will be measured from the top of the shaft. 4.2. Core Hole.Core holes will be measured by each core hole drilled. 5. PAYMENT The unit prices bid for the various classifications of drilled shafts will be full compensation for excavation; furnishing, placing,and removing casing;furnishing, processing,and recovering slurry;furnishing,and placing reinforcing steel; pumping;furnishing and placing concrete, including additional concrete required to fill an oversize casing or oversize excavation;conducting slump loss tests;backfilling;disposing of cuttings and slurry; and materials,tools,equipment,labor,and incidentals. When the bottom of a drilled shaft is placed at an elevation below plan grade, no direct payment will be made for extra reinforcement placed to support the cage.The extra reinforcement will be considered subsidiary to the price bid per foot of shaft.No extra payment will be made for casings left in place. No payment will be made for"Drilled Shaft"until the concrete has been placed. 5.1. Drilled Shaft.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for"Drilled Shaft,""Drilled Shaft (Non-reinforced),""Drilled Shaft(Sign Mounts),""Drilled Shaft(High Mast Pole),""Drilled Shaft(Roadway Illumination Pole),"or"Drilled Shaft(Traffic-Signal Pole)"of the specified diameter,subject to the limitations • for overruns authorized by the Engineer given in Section 416.5.1.1.,"Overrun." 445 416 5.1.1. Overrun.Payment for individual completed shaft lengths up to and including 5 ft. in excess of the maximum plan length shaft,as defined in Section 416.5.1.2., "Maximum Plan Length Shaft,"will be made at the unit price bid per foot of the specified diameter. Payment for the portion of individual completed shaft length in excess of 5 ft.and up to and including 15 ft. more than the maximum plan length shaft,as defined in this Item,will be made at a unit price equal to 115% of the unit price bid per foot of the specified diameter. Payment for the portion of individual completed shaft length in excess of 15 ft. more than the maximum plan length shaft, as defined in Section 416.5.1.2.,"Maximum Plan Length Shaft,"will be made at a unit price equal to 125%of the unit price bid per foot of the specified diameter. 5.1.2. Maximum Plan Length Shaft. Payment described above is subject to the following provisions for extra depth drilling: • For bridge structures,the maximum plan length shaft is the maximum length shaft, regardless of diameter,for any drilled shaft on that specific bridge. • For retaining walls,the maximum plan length shaft is the maximum length shaft,regardless of diameter, for any drilled shaft on that specific retaining wall. • For overhead sign structures,the maximum plan length shaft is the maximum length shaft,regardless of diameter,for any overhead sign structures included in the Contract. • For high mast illumination poles,the maximum plan length shaft is the maximum length shaft, regardless of diameter,for any high mast illumination pole included in the Contract. • For roadway illumination poles,the maximum plan length shaft is the maximum length shaft, regardless of diameter,for any roadway illumination pole included in the Contract. • For traffic signal poles,the maximum plan length shaft is the maximum length shaft, regardless of diameter,for any traffic signal pole included in the Contract. 5.2. Core Hole.Core holes will be paid at$200 each. 446 479 Item 479 *® Adjusting Manholes and Inlets epa sent of Transportation 1. DESCRIPTION Adjust or cap existing manholes or inlets.Drainage junction boxes will be classified as manholes. 2. MATERIALS Reuse removed manhole and inlet rings,plates,grates,and covers if they are in good condition as determined by the Engineer. Provide additional materials in accordance with Item 465,"Junction Boxes, Manholes, and Inlets,"at no cost to the Department. Use single-or multiple-piece prefabricated metal, polymer, plastic,or rubber extension rings for the adjustment of manholes as approved.Limit the height of flexible extension rings to 3 in.Provide concrete that meets Item 421,"Hydraulic Cement Concrete." Ensure frames and grates,or rings and covers,above grade are of single-piece cast iron manufactured in compliance with Item 471, "Frames, Grates, Rings,and Covers."Provide steel riser material compliant with ASTM A36. Provide steel adjustable risers that include a stainless steel adjustable stud with positive lock that adjusts the diameter±3/8 in. Provide steel risers that include a minimum of 3 allen head set screws that lock the riser to the manhole or catch basin frame. Ensure seating surfaces are flat and true and provide a non- rocking seating surface. 3. CONSTRUCTION Perform all work in accordance with Item 465,"Junction Boxes, Manholes,and Inlets."Excavate and backfill in accordance with Item 400, "Excavation and Backfill for Structures."Carefully remove manhole and inlet rings,covers, plates,and grates to be reused.Clean mortar and grease from the contact areas of all reused items. Dispose of unused removed material as directed. Use construction methods described in Section 479.3.1., "Lowering the Top of a Manhole or Inlet,"and Section 479.3.2.,"Raising the Top of a Manhole or Inlet,"unless otherwise shown on the plans. 3.1. Lowering the Top of a Manhole or Inlet.Remove a sufficient depth of brick courses or concrete to permit reconstruction on a batter not exceeding 1 in.horizontal to 2 in.vertical. Clean the mortar from the top course of brick where brickwork is present. Rebuild the manhole or inlet to the original top dimensions or to the dimensions shown on the plans. Install the manhole or inlet ring and the cover,plate,or grate to conform to the proposed new surface contour. 3.2. Raising the Top of a Manhole or Inlet.Clean the top surface of brick or concrete.Construct to the proper new elevation using new rubber extension rings,concrete rings,or Class A concrete. Provide rubber manhole and catch basin risers of minimum 80%by weight recycled rubber and minimum 10%by volume recycled RFL coated fiber. Provide rubber manhole and catch basin adjustment risers that are of uniform quality,free from cracks, holes,and any other surface defects. Construction must be suitable for AASHTO H2O live loads.Load certifications for materials will be made available upon request. Install the manhole or inlet ring and the cover, plate,or grate to conform to the proposed new surface contour. Install prefabricated extension rings in accordance with manufacturer's instructions. 3.3. Capping an Inlet or Manhole. Remove the inlet or manhole to a minimum of 1 ft.below subgrade elevation or as indicated on the plans.Cap as shown on the plans. 4. MEASUREMENT Adjusted or capped manholes or inlets will be measured as each manhole or inlet adjusted. 678 479 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Adjusting Manholes,""Adjusting Inlets,"or"Adjusting Manholes and Inlets."This price is full compensation for materials, including backfill as required,and for excavation,tools,equipment,labor,and incidentals. 679 500 Item 500 Te Mobilization Deofpaxasrtment Transportation . DESCRIPTION Establish and remove offices,plants,and facilities. Move personnel,equipment,and supplies to and from the project or the vicinity of the project site to begin work or complete work on Contract Items. Bonds and insurance are required for performing mobilization. For Contracts with emergency mobilization,provide a person and method of contact available 24 hrs.a day, 7 days a week unless otherwise shown on the plans.The time of notice will be the transmission time of the written notice or notice provided orally by the Department's representative. 2. MEASUREMENT This Item will be measured by the lump sum or each as the work progresses. Mobilization is calculated on the base bid only and will not be paid for separately on any additive alternate items added to the Contract. 3. PAYMENT For this Item,the adjusted Contract amount will be calculated as the total Contract amount less the lump sum for mobilization. Except for Contracts with callout or emergency work,mobilization will be paid in partial payments as follows: • Payment will be made upon presentation of a paid invoice for the payment or performance bonds and required insurance, • Payment will be made upon verification of documented expenditures for plant and facility setup.The combined amount for all these facilities will be no more than 10%of the mobilization lump sum or 1%of the total Contract amount,whichever is less, • When 1%of the adjusted Contract amount for construction Items is earned, 50%of the mobilization lump sum bid or 5%of the total Contract amount,whichever is less,will be paid. Previous payments under this Item will be deducted from this amount, • When 5%of the adjusted Contract amount for construction Items is earned, 75%of the mobilization lump sum bid or 10%of the total Contract amount,whichever is less,will be paid. Previous payments under the Item will be deducted from this amount, • When 10%of the adjusted Contract amount for construction Items is earned,90%of the mobilization lump sum bid or 10%of the total Contract amount,whichever is less,will be paid. Previous payments under this Item will be deducted from this amount, • Upon final acceptance, 97%of the mobilization lump sum bid will be paid. Previous payments under this Item will be deducted from this amount, and • Payment for the remainder of the lump sum bid for"Mobilization"will be made after all submittals are received,final quantities have been determined and when any separate vegetative establishment and maintenance,test, and performance periods provided for in the Contract have been successfully completed. For projects with extended maintenance or performance periods,payment for the remainder of the lump sum bid for"Mobilization"will be made 6 months after final acceptance. 1 500 For Contracts with callout or emergency work,"Mobilization,"will be paid as follows: ■ Payment will be made upon presentation of a paid invoice for the payment of performance bonds and required insurance, ■ Mobilization for callout work will be paid for each callout work request,and ■ Mobilization for emergency work will be paid for each emergency work request. 2 502 Item 502 - --- 107--"-`" Texa Barricades, Signs, and Traffic Handling Deofpartmsent Transportation 1. DESCRIPTION Provide, install, move, replace, maintain,clean, and remove all traffic control devices shown on the plans and as directed. 2. CONSTRUCTION Comply with the requirements of Article 7.2.,"Safety." Implement the traffic control plan (TCP)shown on the plans. Install traffic control devices straight and plumb. Make changes to the TCP only as approved. Minor adjustments to meet field conditions are allowed. Submit Contractor-proposed TCP changes,signed and sealed by a licensed professional engineer,for approval.The Engineer may develop,sign, and seal Contractor-proposed changes. Changes must conform to guidelines established in the TMUTCD using approved products from the Department's Compliant Work Zone Traffic Control Device List. Maintain traffic control devices by taking corrective action when notified. Corrective actions include, but are not limited to, cleaning, replacing, straightening,covering, and removing devices. Maintain the devices such that they are properly positioned and spaced,legible, and have retroreflective characteristics that meet requirements day or night and in all weather conditions. The Engineer may authorize or direct in writing the removal or relocation of project limit advance warning signs.When project limit advance warning signs are removed before final acceptance, provide traffic control in accordance with the TMUTCD for minor operations as approved. Remove all traffic control devices upon completion of the work as shown on the plans or as directed. 3. MEASUREMENT Barricades, Signs, and Traffic Handling will be measured by the month. Law enforcement personnel with patrol vehicles will be measured by the hour for each person. 4. PAYMENT 4.1. Barricades,Signs,and Traffic Handling. Except for Contracts with callout work and work orders,the work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Barricades, Signs,and Traffic Handling."This price is full compensation for installation,maintenance,adjustments, replacements, removal, materials,equipment, labor,tools,and incidentals. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Barricades, Signs, and Traffic Handling."This price is full compensation for installation, maintenance,adjustments, replacements, removal, materials,equipment, labor,tools,and incidentals. 1 502 When the plans establish pay items for particular work in the TCP,that work will be measured and paid under pertinent Items. 4.1.1. Initiation of Payment. Payment for this Item will begin on the first estimate after barricades,signs, and traffic handling devices have been installed in accordance with the TCP and construction has begun. 4.1.2. Paid Months. Monthly payment will be made each succeeding month for this Item provided the barricades, signs,and traffic handling devices have been installed and maintained in accordance with the TCP until the Contract amount has been paid. If,within the time frame established by the Engineer,the Contractor fails to provide or properly maintain signs and barricades in compliance with the Contract requirements,as determined by the Engineer,the Contractor will be considered in noncompliance with this Item. No payment will be made for the months in question,and the total final payment quantity will be reduced by the number of months the Contractor was in noncompliance. 4.1.3. Maximum Total Payment Before Acceptance.The total payment for this Item will not exceed 10%of the total Contract amount before final acceptance in accordance with Article 5.12., "Final Acceptance."The remaining balance will be paid in accordance with Section 502.4.1.5.,"Balance Due." 4.1.4. Total Payment Quantity.The quantity paid under this Item will not exceed the total quantity shown on the plans except as modified by change order and as adjusted by Section 502.4.1.2.,"Paid Months."An overrun of the plans quantity for this Item will not be allowed for approving designs;testing;material shortages; closed construction seasons;curing periods;establishment, performance,test,and maintenance periods; failure to complete the work in the number of months allotted; nor delays caused directly or indirectly by requirements of the Contract. 4.1.5. Balance Due.The remaining unpaid months of barricades less non-compliance months will be paid on final acceptance of the project, if all work is complete and accepted in accordance with Article 5.12., "Final Acceptance." 4.1.6. Contracts with Callout Work and Work Orders.The work performed and the materials furnished with this Item and measured as provided under"Measurement,"will be considered subsidiary to pertinent Items, except for federally funded Contracts. 4.2. Law Enforcement Personnel.The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement,"will be paid by Contractor force account for"Law Enforcement Personnel."This price is full compensation for furnishing all labor, materials,supplies,equipment, patrol vehicle,fees,and incidentals necessary to complete the work as directed. 2 529 Item 529 Concrete Curb, Gutter, and Texas Department Combined Curb and Gutter of Transportation . DESCRIPTION Construct hydraulic cement concrete curb,gutter,and combined curb and gutter. 2. MATERIALS Furnish materials conforming to: • Item 360,"Concrete Pavement" • Item 420,"Concrete Substructures" • Item 421,"Hydraulic Cement Concrete" • Item 440,"Reinforcement for Concrete" Use Class A concrete or material specified on the plans. Use Grade 8 coarse aggregate for extruded Class A concrete. Use other grades if approved. When approved,use fibers meeting the requirements of DMS-4550,"Fibers for Concrete,"to replace reinforcing steel in Class A concrete.Dose fibers in accordance with the Department's MPL of pre-qualified fibers for concrete, 3. CONSTRUCTION Provide finished work with a well-compacted mass and a surface free from voids and honeycomb, in the required shape,line, and grade.Round exposed edges with an edging tool of the radius shown on the plans. Mix, place, and cure concrete in accordance with Item 420, "Concrete Substructures."Construct joints at locations shown on the plans. Cure for at least 72 hr. Furnish and place reinforcing steel in accordance with Item 440,"Reinforcement for Concrete." Set and maintain a guideline that conforms to alignment data shown on the plans,with an outline that conforms to the details shown on the plans. Ensure that changes in curb grade and alignment do not exceed 1/4 in. between any 2 contacts on a 10-ft.straightedge. 3.1. Conventionally Formed Concrete. Shape and compact subgrade,foundation, or pavement surface to the line, grade, and cross-section shown on the plans. Lightly sprinkle subgrade or foundation material immediately before concrete placement. Pour concrete into forms,and strike off with a template 1/4 to 3/8 in.less than the dimensions of the finished curb unless otherwise approved.After initial set, plaster surface with mortar consisting of 1 part hydraulic cement and 2 parts fine aggregate. Brush exposed surfaces to a uniform texture. Place curbs,gutters, and combined curb and gutters in 50-ft. maximum sections unless otherwise approved. 3.2. Extruded or Slipformed Concrete. Hand-tamp and sprinkle subgrade or foundation material before concrete placement:Provide clean surfaces for concrete placement. Coat cleaned surfaces,if required,with approved adhesive or coating at the rate of application shown on the plans or as directed. Place concrete with approved self-propelled equipment. 733 529 The forming tube of the extrusion machine or the form of the slipform machine must be easily adjustable vertically during the forward motion of the machine to provide variable heights necessary to conform to the established gradeline. Attach a pointer or gauge to the machine so that a continual comparison can be made between the extruded or slipform work and the grade guideline.Other methods may be used when approved. Finish surfaces immediately after extrusion or slipforming. 4. MEASUREMENT This Item will be measured by the foot. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Concrete Curb,""Concrete Curb(Mono),"or "Concrete Curb and Gutter"of the type specified.This price is full compensation for surface preparation of curb foundation,equipment, labor, materials,tools, and incidentals. 734 531 Item 531 Sidewalks Texas Department of Transportation 1. DESCRIPTION Construct hydraulic cement concrete sidewalks. 2. MATERIALS Furnish materials conforming to the following: • Item 360, "Concrete Pavement" • Item 420,"Concrete Substructures" ■ Item 421,"Hydraulic Cement Concrete" • Item 440,"Reinforcement for Concrete" Use Class A concrete unless otherwise shown on the plans. Use Grade 8 course aggregate for extruded Class A concrete. Use other grades if approved. 3. CONSTRUCTION Shape and compact subgrade,foundation,or pavement surface to the line,grade, and cross-section shown on the plans. Lightly sprinkle subgrade or foundation material immediately before concrete placement. Hand- tamp and sprinkle foundation when placement is directly on subgrade or foundation materials. Remove and dispose of existing concrete in accordance with Item 104, "Removing Concrete."Provide a clean surface for concrete placement directly on the surface material or pavement. Mix and place concrete in accordance with the pertinent Items. Hand-finishing is allowed for any method of construction. Finish exposed surfaces to a uniform transverse broom finish surface.Curb ramps must include a detectable warning surface and conform to details shown on the plans. Install joints as shown on the plans. Ensure that abrupt changes in sidewalk elevation do not exceed 1/4 in.,sidewalk cross slope does not exceed 2%,curb ramp grade does not exceed 8.3%, and flares adjacent to the ramp do not exceed 10% slope. Ensure that the sidewalk depth and reinforcement are not less than the driveway cross-sectional details shown on the plans where a sidewalk crosses a concrete driveway. Provide finished work with a well-compacted mass,a surface free from voids and honeycomb,and the required true-to-line shape and grade. Cure for at least 72 hr.in accordance with Item 420,"Concrete Substructures." 3.1. Conventionally Formed Concrete.Provide pre-molded or board expansion joints of the thickness shown on the plans for sidewalk section lengths greater than 8 ft.but less than 40 ft., unless otherwise directed. Terminate workday production at an expansion joint. 3.2. Extruded or Slipformed Concrete. Provide any additional surface finishing immediately after extrusion or slipforming as required on the plans.Construct joints at locations as shown on the plans or as directed. 4. MEASUREMENT Sidewalks will be measured by the square yard of surface area. Curb ramps will be measured by the square yard of surface area or by each.A curb ramp consists of the ramp,landing, adjacent flares or side curb,and detectable warning surface as shown on the plans. 737 531 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Concrete Sidewalks"of the depth specified and"Curb Ramps"of the type specified.This price is full compensation for surface preparation of sidewalk foundation; materials;removal and disposal of existing concrete;excavation,hauling and disposal of excavated material; drilling and doweling into existing concrete curb,sidewalk,and pavement;repair of adjacent street or pavement structure damaged by these operations; and equipment,labor,materials,tools,and incidentals. Sidewalks that cross and connect to concrete driveways or turnouts will be measured and paid for in accordance with Item 530,"Intersections, Driveways, and Turnouts." 738 618 Item 618 Conduit Texas Department of Transportation 1. DESCRIPTION Furnish and install conduit. 2. MATERIALS Provide new materials that comply with the details shown on the plans,the requirements of this Item,and the pertinent requirements of the following Items: • Item 400,"Excavation and Backfill for Structures" • Item 476,"Jacking, Boring,or Tunneling Pipe or Box" When specified on the plans,provide: • rigid metal conduit(RMC); • intermediate metal conduit(IMC); • electrical metallic tubing(EMT); • polyvinyl chloride(PVC)conduit; • high density polyethylene(HDPE)conduit; • liquidtight flexible metal conduit(LFMC);or • liquidtight flexible nonmetallic conduit(LFNC). Furnish conduit from new materials in accordance with DMS-11030,"Conduit." Provide prequalified conduit from the Department's MPL.When required by the Engineer,notify the Department in writing of selected materials from the MPL intended for use on each project. Provide other types of conduit not on the MPL that comply with the details shown on the plans and the NEC. Fabricate fittings such as junction boxes and expansion joints from a material similar to the connecting conduit, unless otherwise shown on the plans. Use watertight fittings. Do not use set screw and pressure-cast fittings.Steel compression fittings are permissible.When using HDPE conduit,provide fittings that are UL-listed as electrical conduit connectors or thermally fused using an electrically heated wound wire resistance welding method. Use red 3-in.4-mil polyethylene underground warning tape that continuously states"Caution Buried Electrical Line Below." 3. CONSTRUCTION Perform work in accordance with the details shown on the plans and the requirements of this Item. Use established industry and utility safety practices when installing conduit located near underground • utilities. Consult with the appropriate utility company before beginning work. Install conduit a minimum of 18 in.deep below finished grade unless otherwise shown on the plans. Meet the requirements of the NEC when installing conduit. Secure and support conduit placed for concrete encasement in such a manner that the alignment will not be disturbed during placement of the concrete. Cap ends of conduit and close box openings before concrete is placed. 783 618 Ream conduit to remove burrs and sharp edges. Use a standard conduit cutting die with a 3/4-in.taper per foot when conduit is threaded in the field. Fasten conduit placed on structures with conduit straps or hangers as shown on the plans or as directed. Fasten conduit within 3 ft.of each box or fitting and at other locations shown on the plans or as directed. Use metal conduit clamps that are galvanized malleable or stainless steel unless otherwise shown on the plans. Use 2-hole type clamps for 2-in.diameter or larger conduit. Fit PVC and HDPE conduit terminations with bushings or bell ends.Fit metal conduit terminations with a grounding type bushing,except conduit used for duct cable casing that does not terminate in a ground box and is not exposed at any point. Conduit terminating in threaded bossed fittings does not need a bushing. Before installation of conductors or final acceptance, pull a properly sized mandrel or piston through the conduit to ensure that it is free from obstruction. Cap or plug empty conduit placed for future use. Perform trench excavation and backfilling as shown on the plans or as directed, and in accordance with Item 400,"Excavation and Backfill for Structures."Excavation and backfilling will be subsidiary to the installation of the conduit. Jack and bore as shown on the plans or as directed,and in accordance with Item 476,"Jacking, Boring,or Tunneling Pipe or Box." Place warning tape approximately 10 in.above trenched conduit.Where existing surfacing is removed for placing conduit,repair by backfilling with material equal in composition and density to the surrounding areas and by replacing any removed surfacing,such as asphalt pavement or concrete riprap,with like material to equivalent condition. Mark conduit locations as directed. 4. MEASUREMENT This Item will be measured by the foot of conduit. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2., "Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Conduit"of the type and size specified and the installation method specified as applicable.This price is full compensation for furnishing and installing conduit; hanging,strapping,jacking, boring,tunneling,trenching, and furnishing and placing backfill; encasing in steel or concrete;replacing pavement structure,sod, riprap,curbs,or other surface; marking location of conduit(when required);furnishing and installing fittings,junction boxes, and expansion joints; and materials,equipment,labor,tools, and incidentals. Flexible conduit will not be paid for directly but will be subsidiary to pertinent Items. Unless otherwise shown on the plans, no payment will be allowed under this Item for conduit used on electrical services or in foundations. 784 620 Item 620 Electrical Conductors DeTexas t of Transportation . DESCRIPTION Furnish and install electrical conductors,except conductors specifically covered by other Items. 2. MATERIALS Provide new materials that comply with the details shown on the plans and the requirements of this Item. Use stranded insulated conductors that are rated for 600 volts;approved for wet locations;and marked in accordance with UL, NEC,and CSA requirements.Furnish electrical conductors in accordance with DMS-11040,"Electrical Conductors." Provide prequalified electrical conductors from the Department's MPL.When required by the Engineer,notify the Department in writing of selected materials from the MPL intended for use on each project. Ensure all grounding conductors size 8 AWG and larger are stranded, except for the grounding electrode conductor at the electrical service,which will be a solid conductor. Use white insulation for grounded(neutral)conductors,except grounded conductors size 4 AWG and larger may be black with white tape marking at every accessible location. Do not use white insulation or marking for any other conductor except control wiring specifically shown on the plans. Ensure insulated grounding conductors are green except insulated grounding conductors size 4 AWG and larger may be black with green tape marking at every accessible location. Do not use green insulation or marking for any other conductor except control wiring specifically shown on the plans. 3. CONSTRUCTION Perform work in accordance with the details shown on the plans and the requirements of this Item. Splice conductors only in junction boxes,ground boxes,and transformer bases,and in poles and structures at the handholes.Splice as shown on the plans. Do not exceed the manufacturer's recommended pulling tension. Use lubricant as recommended by the manufacturer. Install conductors in accordance with the NEC. Make insulation resistance tests on the conductors before making final connections, and ensure each continuous run of insulated conductor has a minimum DC resistance of 5 megohms when tested at 1,000 volts DC.The Engineer may require verification testing of all or part of the conductor system.The Engineer will witness these verification tests. Replace conductor exhibiting an insulation resistance of less than 5 megohms at no additional cost to the Department. 4. MEASUREMENT This Item will be measured by the foot of each single conductor. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2.,"Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. 785 620 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Electrical Conductors"of the types and sizes specified.This price is full compensation for furnishing,installing,and testing electrical conductors;furnishing and installing breakaway connectors;and for materials,equipment,labor,tools,and incidentals,except: ■ conductors used in connecting the components of electrical services will be paid for under Item 628, "Electrical Services"; ■ conductors inside roadway illumination assemblies will be paid for under Item 610,"Roadway Illumination Assemblies"; ■ conductors inside of traffic signal pole assemblies will be paid for under this Item;and ■ conductors used for internal wiring of equipment will not be paid for directly but will be subsidiary to pertinent Items. 786 621 Item 621 Tray Cable Texas Department of Transportation 1. DESCRIPTION Furnish and install tray cable. 2. MATERIALS Provide new materials that comply with the details shown on the plans and meet the requirements of Item 620,"Electrical Conductors." Furnish tray cable from new materials in accordance with DMS-11050,"Tray Cable." Provide prequalified tray cable from the Department's MPL.When required by the Engineer, notify the Department in writing of selected materials from the MPL intended for use on each project. 3. CONSTRUCTION Perform work in accordance with the details shown on the plans and the requirements of this Item. Provide an additional 5 ft.of cable coiled in each ground box when installing cable in underground conduit. Splice tray cable conductors only at locations shown on the plans. Obtain the Engineer's written approval for each splice. Ensure allowed splices are watertight.Test the cable's conductors after installation and before any connection. Remove and replace tray cable exhibiting a DC insulation resistance of less than 5 megohms at 1,000 volts DC at no additional cost to the Department. 4. MEASUREMENT This Item will be measured by the foot of tray cable. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal unless modified by Article 9.2., "Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Tray Cable"of the types and sizes specified.This price is full compensation for furnishing and installing materials and for equipment,labor,tools, and incidentals. 787 624 Item 624 Ground Boxes Texas Department of Transportation . DESCRIPTION • Installation. Construct,furnish,and install ground boxes complete with lids. • Removal. Remove existing ground boxes. 2. MATERIALS Provide new materials that comply with the details shown on the plans,the requirements of this Item,and the pertinent requirements of the following items: • Item 420,"Concrete Substructures" • Item 421,"Hydraulic Cement Concrete" • Item 432,"Riprap" • Item 440, "Reinforcement for Concrete" • Item 618,"Conduit" • Item 620, "Electrical Conductors" Provide fabricated precast polymer concrete ground boxes in accordance with DMS-11070, "Ground Boxes." Provide prequalified ground boxes from the Department's MPL.When required by the Engineer, notify the Department in writing of selected materials F.......the A Arll intended , each project. mateI is s from M L for use on project. Provide other precast or cast-in-place ground boxes that comply with the details shown on the plans. 3. CONSTRUCTION Perform work in accordance with the details shown on the plans and the requirements of this Item. Use established industry and utility safety practices when installing or removing ground boxes located near underground utilities.Consult with the appropriate utility company before beginning work. 3.1. Installation. Fabricate and install ground boxes in accordance with the details,dimensions, and requirements shown on the plans. Install ground box to approved line and grade. Construct precast and cast-in-place concrete ground boxes in accordance with Item 420,"Concrete Substructures,"and Item 440, "Reinforcement for Concrete." Construct concrete aprons as shown on the plans and in accordance with Item 432,"Riprap,"and Item 440, "Reinforcement for Concrete." 3.2. Removal. Remove existing ground boxes and concrete aprons to at least 6 in.below the conduit level. Uncover conduit to a sufficient distance so that 90 degree bends can be removed and conduit reconnected. Clean the conduit in accordance with Item 618,"Conduit."Replace conduit within 5 ft. of the ground box. Remove old conductors and install new conductors as shown on the plans. Backfill area with material equal . in composition and density to the surrounding area. Replace surfacing material with similar material to an equivalent condition. 4. MEASUREMENT This Item will be measured by each ground box installed complete in place or each ground box removed. 790 624 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Ground Box"of the types and sizes specified and for "Remove Ground Box." 5.1. Installation.This price is full compensation for excavating and backfilling;constructing,furnishing,and installing ground boxes and concrete aprons;and material,equipment,labor,tools,and incidentals.All wiring connections required inside the ground box will be considered subsidiary to this bid item. Conduit will be paid for under Item 618, "Conduit."Electrical conductors will be paid for under Item 620,"Electrical Conductors." 5.2. Removal.This price is full compensation for removing and disassembling ground boxes and concrete aprons;excavating, backfilling,and surface placement; removing old conductors;disposal of unsalvageable materials; and materials,equipment,labor,tools, and incidentals.Cleaning of conduit is subsidiary to this Item.Conduit replaced within 5 ft.of the ground box will be subsidiary to this Item.Additional conduit will be paid for under Item 618,"Conduit."Installation of conductors will be paid for under Item 620,"Electrical Conductors." 791 628 Item 628 Electrical Services Texas Department of Transportation 1. DESCRIPTION • Installation. Furnish and install electrical services. • Relocation, Relocate existing electrical services. • Removal.Remove existing electrical services, 2. MATERIALS Provide materials that comply with the details shown on the plans, the requirements of this Item, and the pertinent requirements of the following Items: • Item 441,"Steel Structures" • Item 445,"Galvanizing" • Item 449,"Anchor Bolts" • Item 618,"Conduit" • Item 620,"Electrical Conductors" • Item 627, "Treated Timber Poles" • Item 656,"Foundations for Traffic Control Devices" For the installation of electrical services,use new materials that meet the requirements of the NEC, UL, CSA, and NEMA,and are in accordance with DMS-11080, "Electrical Services." Provide prequalified electrical services prequalified from the Department's MPL.When required by the Engineer, notify the Department in writing of selected materials from the MPL intended for use on each project. 3. CONSTRUCTION Perform work in accordance with the details shown on the plans and the requirements of this Item. Use established industry and utility safety practices when installing, relocating,or removing electrical services located near overhead or underground utilities.Consult with the appropriate utility company before beginning work. 3.1. Installation. Furnish and install electrical service equipment. Ensure components of the electrical service meet the requirements of the Electrical Detail Standards.Follow NEC and local utility company requirements when installing the electrical equipment. Coordinate the utility companies'work for providing service. 3.2. Relocation. Coordinate relocation with the appropriate utility company before beginning work. Remove existing electrical service according to"Removal"under this Item. Reinstall existing electrical service according to"Installation"of this Item. Replace or add circuit breakers as noted on the plans. 3.3. Removal.Coordinate removal with the appropriate utility company before beginning work. Before the removal of the electrical service, disconnect and isolate any existing electrical service equipment in accordance with the utility company's requirements. Remove existing electrical service support a minimum of 2 ft. below finish grade unless otherwise shown on the plans. Repair the remaining hole by backfilling with material equal in composition and density to the surrounding area. Replace any surfacing such as asphalt pavement or concrete riprap with like material to equivalent condition. 795 628 Disconnect conductors and remove them from the conduit. Cut off all protruding conduit 6 in.below finished grade.Abandoned conduit need not be removed unless shown on the plans. Reconnect conductors and conduit to be reused when shown on the plans. Make all splices in ground boxes unless otherwise shown on the plans. Accept ownership of unsalvageable materials, and dispose of them in accordance with federal,state, and local regulations. 4. MEASUREMENT This Item will be measured by each electrical service installed, relocated,or removed. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Electrical Services"of the types specified,"Relocate Electrical Services,"or"Remove Electrical Services." 5.1. Installation.This price is full compensation for paying all fees, permits,and other costs;making arrangements with the utility company for all work and materials provided by the utility company;furnishing, installing,and connecting all components including poles,service supports,foundations,anchor bolts,riprap, enclosures,switches, breakers,service conduit(from the service equipment including the elbow below ground),fittings,service conductors(from the service equipment including the elbow below ground), brackets,bolts, hangers,hardware; and materials,equipment,labor,tools,and incidentals. Costs for utility-owned power line extensions,connection charges, meter charges,consumption charges, and other charges will be paid for by the Department.The Department will reimburse the Contractor the amount billed by the utility plus an additional 5%of the invoice cost will be paid for labor,equipment,administrative costs,superintendence,and profit. 5.2. Relocation.This price is full compensation for disconnecting and isolating the existing electrical service; relocating the service supports; new service support foundation;backfilling holes; paying all fees,permits, and other costs;making arrangements with the utility company for all work and materials provided by the utility company;removing,disconnecting,installing, and connecting all components including poles, service supports,foundations, anchor bolts, riprap,enclosures,switches,breakers,service conduit(from the service equipment including the elbow below ground),fittings,service conductors(from the service equipment including the elbow below ground),brackets,bolts, hangers, hardware;and materials,equipment,labor, tools, and incidentals. Costs for utility-owned power line extensions,connection charges, meter charges,consumption charges, and other charges will be paid for by the Department.The Department will reimburse the Contractor the amount billed by the utility plus an additional 5%of the invoice cost will be paid for labor,equipment,administrative costs,superintendence, and profit. 5.3. Removal.This price is full compensation for coordinating with the utility company to disconnect and isolate the electrical service; removing the service supports;backfilling holes;and materials,equipment,labor,tools, and incidentals. • 796 • 636 Item 636 — ® Signs Department of Transportation 1. DESCRIPTION • Installation.Furnish,fabricate,and erect aluminum signs.Sign supports are provided for under other Items. • Replacement.Replace existing signs on existing sign supports. • Refurbishing.Refurbish existing aluminum signs on existing sign supports. 2. MATERIALS 2.1. Sign Blanks.Furnish sign blank substrates in accordance with DMS-7110,"Aluminum Sign Blanks,"and in accordance with the types shown on the plans. Use single-piece sheet-aluminum substrates for Type A (small)signs and extruded aluminum substrates for Type G(ground-mounted)or Type 0(overhead- mounted)signs. 2.2. Sign Face Retroreflectorization. Retroreflectorize the sign faces with flat surface reflective sheeting. Furnish sheeting that meets DMS-8300,"Sign Face Materials."Use retroreflective sheeting from the same manufacturer for the entire sign face background. Ensure that sign legend,symbols,borders,and background exhibit uniform color,appearance, and retroreflectivity when viewed both day and night. 2.3. Sign Messages.Fabricate sign messages to the sizes,types, and colors shown on the plans. Use sign message material from the same manufacturer for the entire message of a sign.Use screen ink and background reflective sheeting that are from the same manufacturer when fabricating signs. • Ensure that the screened messages have clean, sharp edges and exhibit uniform color and retroreflectivity. Prevent runs,sags,and voids. Furnish screen inks in accordance with DMS-8300,"Sign Face Materials." • Fabricate colored,transparent film legend, and retroreflectorized sheeting legend from materials that meet DMS-8300,"Sign Face Materials." • Fabricate non-reflective black film legend from materials meeting DMS-8300,"Sign Face Materials." • Furnish direct-applied route markers and other attachments within the parent sign face unless otherwise specified on the plans. 2.4. Hardware. Use galvanized steel,stainless steel,or dichromate-sealed aluminum for bolts,nuts,washers, lock washers,screws,and other sign assembly hardware. Use plastic or nylon washers to avoid tearing the reflective sheeting.Furnish steel or aluminum products in accordance with DMS-7120,"Sign Hardware." When dissimilar metals are used,select or insulate metals to prevent corrosion. 3. CONSTRUCTION 3.1. Fabrication.Sign fabrication plants that produce permanent highway signs must be approved in accordance with DMS-7390,"Permanent Highway Sign Fabrication Plant Qualification."Furnish signs from prequalified fabrication plants listed in the Department's MPL. 3.1.1. Sign Blanks.Furnish sign blanks to the sizes and shapes shown on the plans and that are free of buckles, warps,burrs,dents,cockles,or other defects. Do not splice individual extruded aluminum panels. 797 636 Complete the fabrication of sign blanks,including the cutting and drilling or punching of holes, before cleaning and degreasing.After cleaning and degreasing,ensure the substrate does not come into contact with grease,oils,or other contaminants before the application of the reflective sheeting. 3.1.2. Sheeting Application.Apply sheeting to sign blanks in conformance with the sheeting manufacturer's recommended procedures. When using rotational sensitive white sheeting,fabricate signs by applying the sheeting for cut-out legend, symbols, borders,and route marker attachments within the parent sign face with the identification marks or other orientation features in the optimum rotation as identified by the sheeting manufacturer. Clean and prepare the outside surface of extruded aluminum flanges in the same manner as the sign panel face. Minimize the number of splices in the sheeting.Overlap the lap-splices by at least 1/4 in.for encapsulated glass bead sheeting unless otherwise recommended by the reflective sheeting manufacturer. Use butt splices for prismatic reflective sheeting. Provide a 1 ft. minimum dimension for any piece of sheeting. Do not splice sheeting for signs fabricated with transparent screen inks or colored transparent films. 3.1.3. Sign Assembly.Assemble extruded aluminum signs in accordance with the details shown on the plans. Sign face surface variation must not exceed 1/8 in.per foot. Surface misalignment between panels in multi- panel signs must not exceed 1/16 in.at any point. 3.1.4. Decals.Code and apply sign identification decals in accordance with Item 643,"Sign Identification Decals." 3.2. Storage and Handling. Ship, handle, and store completed sign blanks and completed signs so that corners, edges, and faces are not damaged.Damage to the sign face that is not visible when viewed at a distance of 50 ft., night or day,will be acceptable. Replace unacceptable signs. Store all finished signs off the ground and in a vertical position until erected. Store finished sheet aluminum substrate signs in a weatherproof building. Extruded aluminum substrate signs may be stored outside. Stockpile salvageable materials at the location shown on the plans or as directed.Accept ownership of unsalvageable materials and dispose of them in accordance with federal,state, and local regulations. 3.3. Cleaning.Wash completed signs in the fabrication shop with a biodegradable cleaning solution acceptable to the manufacturers of the sheeting,colored transparent film, and screen ink to remove grease,oil, dirt, smears,streaks,finger marks,and other foreign material.Wash again before final inspection after erection. 3.4. Installation. Install signs as shown on the plans or as directed. 3.5. Replacement. Remove the existing signs from the existing supports and replace with new signs, including mounting hardware, as shown on the plans. 3.6. Refurbishing.Refurbish existing signs by providing and installing new messages and mounting hardware. Install new retroreflectorized legend and supplemental signs as shown on the plans. 3.7. Documentation.Provide the following documentation from the sign fabricator with each shipment of furnished signs: • A notarized original of the Signing Material Statement(Form 2273)with the proper attachments for verification of compliance, and ■ A notarized certification stating that the completed signs were fabricated in accordance with this Item and the plans. 798 636 4. MEASUREMENT Signs installed or replaced will be measured by the square foot of the sign face.Signs refurbished will be measured by each sign. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2., "Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Aluminum Signs,""Replacing Existing Aluminum Signs,"or"Refurbishing Aluminum Signs,"of the type specified. 5.1. Installation.This price is full compensation for furnishing and installing new signs and hardware;fabrication of sign panels;treatment of sign panels required before application of the background materials; application of the background materials and messages to the sign panels;furnishing and fabricating frames,wind beams and stiffeners;furnishing bolts,rivets, screws,fasteners,clamps, brackets, and sign support connections; assembling and erecting the signs;preparing and cleaning the signs; and materials,equipment, labor,tools, and incidentals. 5.2. Replacement.This price is full compensation for furnishing and installing new aluminum signs and hardware; removal of existing signs;fabrication of sign panels;treatment of sign panels required before application of the background materials; application of the background materials and messages to the sign panels;furnishing and fabricating frames,wind beams and stiffeners;furnishing holts, rivets,screws, fasteners,clamps, brackets,and sign support connections; assembling and erecting the signs; preparing and cleaning the signs;salvaging and disposing of unsalvageable materials;and materials,equipment,labor, tools, and incidentals. 5.3. Refurbishing.This price is full compensation for modifying existing sign messages;removing and replacing existing route markers, reflectorized legend,or supplemental signs attached to the parent sign; preparing and cleaning the signs;furnishing sheeting and hardware; salvaging and disposing of unsalvageable materials; and materials,equipment,labor,tools,and incidentals. • 799 644 Item 644 _ *® Small Roadside Sign Assemblies - Department of Transportation 1. DESCRIPTION • Installation.Furnish,fabricate,and erect small roadside sign assemblies or bridge mounted clearance sign assemblies consisting of the signs,sign supports,foundations(when required),and associated mounting hardware. • Relocation.Relocate existing small roadside sign assemblies or bridge mounted clearance sign assemblies,and furnish and fabricate material as required. • Removal. Remove existing small roadside sign assemblies or bridge mounted clearance sign assemblies. 2. MATERIALS Furnish all materials unless otherwise shown on the plans. Furnish only new materials. Furnish and fabricate materials that comply with the following Items and details shown on the plans: • Item 421,"Hydraulic Cement Concrete" • Item 440,"Reinforcement for Concrete" • Item 441,"Steel Structures" • Item 442,"Metal for Structures" • Item 445,"Galvanizing" • Item 636,"Signs" • Item 643,"Sign Identification Decals" • Item 656,"Foundations for Traffic Control Devices" Use galvanized steel,stainless steel,dichromate sealed aluminum,or other materials shown on the plans for pipe, bolts,nuts,washers, lock washers,screws,and other sign assembly hardware.When dissimilar metals are used,select or insulate metals to prevent corrosion. 3. CONSTRUCTION Construct foundations in accordance with Item 656,"Foundations for Traffic Control Devices."Plumb sign supports. Do not spring or rake posts to secure proper alignment.Use established safety practices when working near underground or overhead utilities. Consult the appropriate utility company before beginning work. 3.1. Fabrication.Fabricate sign supports in accordance with Item 441, "Steel Structures."Ensure all components fit properly. Verify the length of each post for each sign before fabrication to meet field conditions and sign-mounting heights shown on the plans. Hot-dip galvanize fabricated parts in accordance with Item 445, "Galvanizing."Punch or drill any holes in steel parts or members before galvanizing. Repair galvanizing for any steel part or member damaged during assembly,transit,erection;or for any steel part or member welded,when permitted,after galvanizing. Perform all galvanizing repairs in accordance with Section 445.3.5.,"Repairs." 802 644 3.2. Installation.Locate and install sign supports as shown on the plans, unless directed to shift the sign supports within design guidelines to secure a more desirable location or avoid conflict with utilities and underground appurtenances. Stake sign support locations for verification by the Engineer. Install stub posts of the type, spacing,orientation,and projection shown on the plans. Remove and replace posts damaged during installation at the Contractor's expense. Connect the upper post sections to the stub post sections as shown on the plans.Torque connection bolts as shown on the plans. Attach signs to supports in accordance with the plans and pertinent Items. 3.3. Relocation. Reuse the existing signs as required unless otherwise shown on the plans. Furnish and install new stub posts in new foundations for relocated sign assemblies. Erect the new supports on the new stub posts,and attach the existing signs to the supports in accordance with the plans and pertinent Items. Remove existing foundations to be abandoned in accordance with Section 644.3.4.,"Removal." 3.4. Removal. Remove abandoned concrete foundations to 2 ft. below finish grade unless otherwise shown on the plans. Cut off and remove steel protruding from the remaining concrete. Backfill the remaining hole with material equal in composition and density to the surrounding area. Replace any surfacing with like material to equivalent condition. 3.5. Handling and Storage. Handle and store existing signs or portions of signs removed so they are not damaged. Prevent any damage to the various sign assembly components. Replace any portion of the sign damaged by the Contractor designated for reuse or salvage, including messages removed. Stockpile an removed sign components that will be reused or become the property of the Department at designated locations.Accept ownership of unsalvageable materials,and dispose of them in accordance with federal,state, and local regulations. 3.6. Cleaning.Wash the entire sign after installation with a biodegradable cleaning solution acceptable to the sign face materials manufacturer to remove dirt,grease,oil smears,streaks,finger marks,and other foreign materials. 4. MEASUREMENT This Item will be measured as each small roadside assembly or bridge mounted clearance sign assembly installed, removed,or relocated. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Install Small Roadside Sign Assemblies"of the type specified,"Install Bridge Mounted Clearance Sign Assemblies"of the type specified, "Relocate Small Roadside Sign Assemblies"of the type specified, "Relocate Bridge Mounted Clearance Sign Assemblies"of the type specified, "Remove Small Roadside Sign Assemblies,"or"Remove Bridge Mounted Clearance Sign Assemblies." 5.1. Installation.This price is full compensation for furnishing,fabricating,galvanizing,and erecting the supports; constructing foundations including concrete(when required);furnishing complete signs including sign connections and all hardware; attaching the signs to the supports; preparing and cleaning the signs; and materials,equipment,labor,tools, and incidentals. 5.2. Relocation.This price is full compensation for removing existing sign assemblies and related materials; furnishing and installing new stub posts and new sign supports;constructing foundations including concrete (when required);and new hardware; reinstallation of signs; preparing and cleaning the signs;salvaging; 803 644 disposal of unsalvageable materials;removing existing foundations,backfilling,and surface placement;and materials,equipment,labor,tools, and incidentals. 5.3. Removal.This price is full compensation for removing existing sign assemblies and related materials; salvaging;disposal of unsalvageable materials;removing existing foundations, backfilling, and surface placement;and materials,equipment, labor,tools,and incidentals. 804 666 Item 666 Retroreflectorized Pavement Markings Fa :iion 1. DESCRIPTION Furnish and place retroreflectorized, non-retroreflectorized(shadow)and profile pavement markings. 2. MATERIALS 2.1. Type I Marking Materials.Furnish in accordance with DMS-8220, "Hot Applied Thermoplastic." Furnish pavement marking material used for Type I profile markings and shadow markings that have been approved by the Construction Division, and in accordance with DMS-8220,"Hot Applied Thermoplastic." 2.2. Type II Marking Materials. Furnish in accordance with DMS-8200,"Traffic Paint." 2.3. Glass Traffic Beads. Furnish drop-on glass beads in accordance with DMS-8290, "Glass Traffic Beads"or as approved. Furnish a double-drop of Type II and Type III drop-on glass beads where each type bead is applied separately in equal portions(by weight), unless otherwise approved.Apply the Type III beads before applying the Type II beads. 2.4. Labeling. Use clearly marked containers that indicate color, mass, material type,manufacturer, and batch number. 3. EQUIPMENT 3.1. General Requirements. Use equipment that: • is maintained in satisfactory condition, • meets or exceeds the requirements of the National Board of Fire Underwriters and the Texas Railroad Commission for this application, • applies beads by an automatic bead dispenser attached to the pavement marking equipment in such a manner that the beads are dispensed uniformly and almost instantly upon the marking as the marking is being applied to the road surface.The bead dispenser must have an automatic cut-off control, synchronized with the cut-off of the pavement marking equipment, • has an automatic cut-off device with manual operating capabilities to provide clean,square marking ends, • is capable of producing the types and shapes of profiles specified, and • can provide continuous mixing and agitation of the pavement marking material.The use of pans,aprons, or similar appliances which the die overruns will not be permitted for longitudinal striping applications. Provide a hand-held thermometer capable of measuring the temperature of the marking material when applying Type I material. When pavement markings are required to meet minimum retroreflectivity requirements on the plans: • Use a mobile retroreflectometer approved by the Construction Division and certified by the Texas A&M Transportation Institute Mobile Retroreflectometer Certification Program. • Use a portable retroreflectometer that: • uses 30-meter geometry and meets the requirements described in ASTM E1710; • has either an internal global positioning system(GPS)or the ability to be linked with an external GPS with a minimum accuracy rating of 16 ft.5 in.,in accordance with the circular error probability 821 666 (CEP)method(CEP is the radius of the circle with its origin at a known position that encompasses 50%of the readings returned from the GPS instrument); • can record and print the GPS location and retroreflectivity reading for each location where readings are taken. 3.2. Material Placement Requirements.Use equipment that can place: • at least 40,000 ft.of 4-in.solid or broken non-profile markings per working day at the specified thickness; • at least 15,000 ft.of solid or broken profile pavement markings per working day at the specified thickness; • linear non-profile markings up to 8 in.wide in a single pass; • non-profile pavement markings other than solid or broken lines at an approved production rate; • a centerline and no-passing barrier-line configuration consisting of 1 broken line and 2 solid lines at the same time to the alignment,spacing,and thickness for non-profile pavement markings shown on the plans; • solid and broken lines simultaneously; • white line from both sides; • lines with clean edges,uniform cross-section with a tolerance of±1/8 in.per 4 in.width,uniform thickness, and reasonably square ends; • skip lines between 10 and 10-1/2 ft.,a stripe-to-gap ratio of 10 to 30,and a stripe-gap cycle between 39-1/2 ft.and 40-1/2 ft.,automatically; • beads uniformly and almost instantly on the marking as the marking is being applied; • beads uniformly during the application of all lines(each line must have an equivalent bead yield rate and embedment);and • double-drop bead applications using both Type II and Type Ill beads from separate independent bead applicators,unless otherwise approved by the Engineer. 4. CONSTRUCTION Place markings before opening to traffic unless short-term or work zone markings are allowed. 4.1. General.Obtain approval for the sequence of work and estimated daily production. Minimize interference to roadway operations when placing markings on roadways open to traffic. Use traffic control as shown on the plans or as approved. Protect all markings placed under open-traffic conditions from traffic damage and disfigurement. Establish guides to mark the lateral location of pavement markings as shown on the plans or as directed,and have guide locations verified. Use material for guides that will not leave a permanent mark on the roadway. Apply markings on pavement that is completely dry and passes the following tests: • Type I Marking Application—Place a sample of Type I marking material on a piece of tarpaper placed on the pavement.Allow the material to cool to ambient temperature,and then inspect the underside of the tarpaper in contact with the pavement. Pavement will be considered dry if there is no condensation on the tarpaper. • Type II Marking Application—Place a 1-sq.ft.piece of clear plastic on the pavement,and weight down the edges.The pavement is considered dry if,when inspected after 15 min.,no condensation has occurred on the underside of the plastic. Apply markings: • that meet the requirements of Tex-828-B, 822 666 • that meet minimum retroreflectivity requirements when specified on the plans(applies to Type I markings only), • using widths and colors shown on the plans, • at locations shown on the plans, • in proper alignment with the guides without deviating from the alignment more than 1 in.per 200 ft.of roadway or more than 2 in.maximum, • without abrupt deviations, • free of blisters and with no more than 5%by area of holes or voids, • with uniform cross-section,density and thickness, • with clean and reasonably square ends, • that are retroreflectorized with drop-on glass beads,and • using personnel skilled and experienced with installation of pavement markings. Remove all applied markings that are not in alignment or sequence as stated on the plans,or in the specifications, at the Contractor's expense in accordance with Item 677,"Eliminating Existing Pavement Markings and Markers,"except for measurement and payment. 4.2. Surface Preparation. Prepare surfaces in accordance with this Section unless otherwise shown on the plans. 4.2.1. Cleaning for New Asphalt Surfaces and Retracing of All Surfaces.Air blast or broom the pavement surface for new asphalt surfaces(less than 3 years old)and for retracing of all surfaces to remove loose material, unless otherwise shown on the plans.A sealer for Type I markings is not required unless otherwise shown on the plans. 4.2.2. Cleaning for Old Asphalt and Concrete Surfaces(Excludes Retracing).Clean old asphalt surfaces (more than 3 years old)and all concrete surfaces in accordance with Item 678, "Pavement Surface Preparation for Markings,"to remove curing membrane,dirt,grease, loose and flaking existing construction markings, and other forms of contamination. 4.2.3. Sealer for Type I Markings.Apply a pavement sealer to old asphalt surfaces(more than 3 years old)and to all concrete surfaces before placing Type I markings on locations that do not have existing markings,unless otherwise approved.The pavement sealer may be either a Type II marking or an acrylic or epoxy sealer as recommended by the Type I marking manufacturer unless otherwise shown on the plans. Follow the manufacturer's directions for application of acrylic or epoxy sealers. Clean sealer that becomes dirty after placement by washing or in accordance with Section 666.4.2.1., "Cleaning for New Asphalt Surfaces and Retracing of All Surfaces,"as directed.Place the sealer in the same configuration and color(unless clear)as the Type I markings unless otherwise shown on the plans. 4.3. Application.Apply markings during good weather unless otherwise directed. If markings are placed at Contractor option when inclement weather is impending and the markings are damaged by subsequent precipitation,the Contractor is responsible for all required replacement costs. 4.3.1. Type I Markings. Place the Type I marking after the sealer cures.Apply within the temperature limits recommended by the material manufacturer. Flush the spray head if spray application operations cease for 5 min or longer by spraying marking material into a pan or similar container until the material being applied is at the recommended temperature. Apply on clean,dry pavements passing the moisture test described in Section 666.4.1.,"General,"and with a surface temperature above 50°F when measured in accordance with Tex-829-B. 4.3.1.1. Non-Profile Pavement Markings.Apply Type I non-profile markings with a minimum thickness of: • 0.100 in. (100 mils)for new markings and retracing water-based markings on surface treatments involving Item 316,"Seal Coat," 823 666 • 0.060 in.(60 mils)for retracing on thermoplastic pavement markings,or • 0.090 in.(90 mils)for all other Type I markings. The maximum thickness for Type I non-profile markings is 0.180 in. (180 mils). Measure thickness for markings in accordance with Tex-854-B using the tape method. 4.3.1.2. Profile Pavement Markings.Apply Type I profile markings with a minimum thickness of: • 0.060 in.(60 mil)for edgeline markings,or • 0.090 in.(90 mil)for gore and centerline/no-passing barrier line markings. In addition,at a longitudinal spacing indicated on the plans,the markings must be profiled in a vertical manner such that the profile is transverse to the longitudinal marking direction.The profile must not be less than 0.30 in.(300 mil)nor greater than 0.50 in.(500 mil)in height when measured above the normal top surface plane of the roadway.The transverse width of the profile must not be less than 3.25 in.,and the longitudinal width not less than 1 in.,when measured at the top surface plane of the profile bar.The profile may be either a 1 or 2 transverse bar profile.When the 2 transverse bar profile is used,the spacing between the bases of the profile bars must not exceed 0.50 in.The above transverse bar width is for each 4 in.of line width. 4.3.2. Type II Markings.Apply on surfaces with a minimum surface temperature of 50°F.Apply at least 20 gal.per mile on concrete and asphalt surfaces and at least 22 gal.per mile on surface treatments for a solid 4-in. line.Adjust application rates proportionally for other widths.When Type II markings are used as a sealer for Type I markings,apply at least 15 gal. per mile using Type II drop-on beads. 4.3.3. Bead Coverage. Provide a uniform distribution of beads across the surface of the stripe for Type I and Type II markings,with 40%to 60%bead embedment. 4.4. Retroreflectivity Requirements.When specified on the plans, Type I markings must meet the following minimum retroreflectivity values for edgeline markings,centerline or no passing barrier-line, and lane lines when measured any time after 3 days, but not later than 10 days after application: • White markings: 250 millicandelas per square meter per lux(mcd/m2/Ix) • Yellow markings: 175 mcd/m2/Ix 4.5. Retroreflectivity Measurements. Use a mobile retroreflectometer for projects requiring minimum retroreflectivity requirements to measure retroreflectivity for Contracts totaling more than 200,000 ft. of pavement markings, unless otherwise shown on the plans. For Contracts with less than 200,000 ft. of pavement markings or Contracts with callout work, mobile or portable retroreflectometers may be used at the Contractor's discretion. 4.5.1. Mobile Retroreflectometer Measurements. Provide mobile measurements averages for every 0.1 miles unless otherwise specified or approved.Take measurements on each section of roadway for each series of markings(i.e.,edgeline,center skip line,each line of a double line, etc.)and for each direction of traffic flow. Measure each line in both directions for centerlines on two-way roadways(i.e., measure both double solid lines in both directions and measure all center skip lines in both directions). Furnish measurements in compliance with Special Specification,"Mobile Retroreflectivity Data Collection for Pavement Markings," unless otherwise approved.The Engineer may require an occasional field comparison check with a portable retroreflectometer meeting the requirements listed above to ensure accuracy. Use all equipment in accordance with the manufacturer's recommendations and directions. Inform the Engineer at least 24 hr.before taking any measurements. A marking meets the retroreflectivity requirements if: • the combined average retroreflectivity measurement for a one-mile segment meets the minimum retroreflectivity values specified, and • no more than 30%of the retroreflectivity measurement values are below the minimum retroreflectivity requirements value within the one-mile segment. 824 666 The Engineer may accept failing one-mile segments if no more than 20%of the retroreflectivity measurements within that mile segment are below the minimum retroreflectivity requirement value. The one-mile segment will start from the beginning of the data collection and end after a mile worth of measurements have been taken;each subsequent mile of measurements will be a new segment. Centerlines with 2 stripes(either solid or broken)will result in 2 miles of data for each mile segment. Each centerline stripe must be tested for compliance as a stand-alone stripe. Restripe at the Contractor's expense with a minimum of 0.060 in.(60 mils)of Type I marking if the marking fails retroreflectivity requirements.Take measurements every 0.1 miles a minimum of 10 days after this second application within that mile segment for that series of markings. If the markings do not meet minimum retroreflectivity after 10 days of this second application,the Engineer may require removal of all existing markings, a new application as initially specified,and a repeat of the application process until minimum retroreflectivity requirements are met. 4.5.2. Portable Retroreflectometer Measurements.Take a minimum of 20 measurements for each 1-mi. section of roadway for each series of markings(i.e., edgeline, center skip line,each line of a double line, etc.)and direction of traffic flow when using a portable reflectometer. Measure each line in both directions for centerlines on two-way roadways(i.e., measure both double solid lines in both directions and measure all center skip lines in both directions).The spacing between each measurement must be at least 100 ft.The Engineer may decrease the mileage frequency for measurements if the previous measurements provide satisfactory results.The Engineer may require the original number of measurements if concerns arise. Restripe once at the Contractor's expense with a minimum of 0.060 in.(60 mils)of Type I marking material if the average of these measurements fails.Take a minimum of 10 more measurements after 10 days of this second application within that mil..segment that series..s markings. Restripe_ at the Contractor's mile segment for of again Contractor s expense with a minimum of 0.060 in.(60 mils)of Type I marking material if the average of these measurements fall below the minimum retroreflectivity requirements. If the markings do not meet minimum retroreflectivity after this third application,the Engineer may require removal of all existing markings, a new application as initially specified,and a repeat of the application process until minimum retroreflectivity requirements are met. 4.5.3. Traffic Control. Provide traffic control,as required,when taking retroreflectivity measurements after marking application. On low volume roadways(as defined on the plans), refer to the figure,"Temporary Road Closure"in Part 6 of the Texas Manual on Uniform Traffic Control Devices for the minimum traffic control requirements. For all other roadways,the minimum traffic control requirements will be as shown on the Traffic Control Plan (TCP)standard sheets TCP(3-1)and TCP(3-2).The lead vehicle will not be required on divided highways.The TCP and traffic control devices must meet the requirements listed in Item 502, "Barricades, Signs,and Traffic Handling."Time restrictions that apply during striping application will also apply during the retroreflectivity inspections except when using the mobile retroreflectometer unless otherwise shown on the plans or approved. 4.6. Performance Period.All markings must meet the requirements of this specification for at least 30 calendar days after installation. Unless otherwise directed, remove pavement markings that fail to meet requirements, and replace at the Contractor's expense.Replace failing markings within 30 days of notification.All replacement markings must also meet all requirements of this Item for a minimum of 30 calendar days after installation. 5. MEASUREMENT This Item will be measured by the foot;by each word,symbol,or shape;or by any other unit shown on the plans. Each stripe will be measured separately. 825 666 This is a plans quantity measurement item.The quantity to be paid is the quantity shown in the proposal unless modified by Article 9.2.,"Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are-required. • Acrylic or epoxy sealer,or Type II markings when used as a sealer for Type I markings,will be measured by the foot;by each word,symbol,or shape;or by any other unit shown on the plans. 6. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Pavement Sealer"of the size specified, "Retroreflectorized Pavement Markings"of the type and color specified and the shape,width,size,and thickness specified as applicable, "Retroreflectorized Pavement Markings with Retroreflective Requirements" of the types,colors,sizes,widths, and thicknesses specified or"Retroreflectorized Profile Pavement Markings"of the various types,colors,shapes,sizes,and widths specified. This price is full compensation for application of pavement markings, materials,equipment,labor,tools,and incidentals. Surface preparation of new concrete and asphalt concrete pavements more than 3 years old,where no stripe exists,will be paid for under Item 678,"Pavement Surface Preparation for Markings."Surface preparation of all other asphalt and old concrete pavement,except for sealing,will not be paid for directly but is subsidiary to this Item. Work zone pavement markings(Type II,paint and beads)used as a sealer for Type I markings (thermoplastic)will be paid for under Item 662,"Work Zone Pavement Markings." If the Engineer requires that markings be placed in inclement weather,repair or replacement of markings damaged by the inclement weather will be paid for in addition to the original plans quantity. 826 Item 677 677 Eliminating Existing Pavement Markings and Markers Texas Qepartment of Transportation 1. DESCRIPTION Eliminate existing pavement markings and raised pavement markers(RPMs). 2. MATERIALS Furnish surface treatment materials in accordance with the following Items: • Item 300,"Asphalts, Oils, and Emulsions" ■ Item 302,"Aggregates for Surface Treatments" ■ Item 316,"Seal Coat" Use approved patching materials for repairing damaged surfaces. Use a commercial abrasive blasting medium capable of producing the specified surface cleanliness. Use potable water when water is required. 3. EQUIPMENT Furnish and maintain equipment in good working condition. Use moisture and oil traps in air compression equipment to remove all contaminants from the blasting air and prevent the deposition of moisture, oil,or other contaminants on the roadway surface. 4. CONSTRUCTION Eliminate existing pavement markings and markers on both concrete and asphaltic surfaces in such a manner that color and texture contrast of the pavement surface will be held to a minimum.Remove all markings and markers with minimal damage to the roadway to the satisfaction of the Engineer. Repair damage to asphaltic surfaces,such as spalling, shelling, etc.,greater than 1/4 in.deep resulting from the removal of pavement markings and markers. Dispose of markers in accordance with federal,state, and local regulations. Use any of the following methods unless otherwise shown on the plans: 4.1. Surface Treatment Method.Apply surface treatment material at rates shown on the plans, or as directed. Place a surface treatment a minimum of 2 ft.wide to cover the existing marking. Place a surface treatment, thin overlay,or microsurfacing a minimum of one lane in width in areas where directional changes of traffic are involved or other areas as directed. 4.2. Burn Method.Use an approved burning method. For thermoplastic pavement markings or prefabricated pavement markings,heat may be applied to remove the bulk of the marking material before blast cleaning. When using heat,avoid spalling pavement surfaces.Sweeping or light blast cleaning may be used to remove minor residue. 4.3. Blasting Method. Use a blasting method such as water blasting,abrasive blasting,water abrasive blasting, shot blasting,slurry blasting,water-injected abrasive blasting,or brush blasting as approved. Remove pavement markings on concrete surfaces by a blasting method. 4.4. Mechanical Method. Use any mechanical method except grinding. Flail milling is acceptable in the removal of markings on asphalt and concrete surfaces. 832 677 5. MEASUREMENT This Item will be measured by each word,symbol,or shape eliminated;by the foot of marking eliminated;or by any other unit shown on the plans. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal unless modified by Article 9.2., "Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. 6. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Eliminating Existing Pavement Markings and Markers" of the type and width as applicable.This price is full compensation for the elimination method used and materials,equipment,tools,labor, and incidentals.Removal of RPMs will not be paid for directly but will be subsidiary to the pertinent bid items. 833 678 Item 678 * „", Pavement Surface Preparation for Markings Department of Transportation 1. DESCRIPTION Prepare pavement surface areas before placement of pavement markings and raised pavement markers (RPMs). Item 677, "Eliminating Existing Pavement Markings and Markers,"governs removal of existing markings. 2. MATERIALS Use a commercial abrasive blasting medium capable of producing the specified surface cleanliness. Use potable water,when water is required. 3. EQUIPMENT Furnish and maintain equipment in good working condition. Use moisture and oil traps in air compression equipment to remove all contaminants from the blasting air and prevent the deposition of moisture,oil,or other contaminants on the roadway surface. 4. CONSTRUCTION Prepare enough pavement surface for the pavement markings or RPMs shown on the plans. Remove all contamination and loose material.Avoid damaging the pavement surface. Remove loose and flaking material when existing pavement markings are present.Approved pavement surface preparation methods are sweeping, air blasting,flail milling,and blast cleaning unless otherwise specified on the plans. Air blast concrete pavement surfaces, in addition to the above,after the removal of contamination or existing material and just before placing the stripe. Perform air blasting with a compressor capable of generating compressed air at a minimum of 150 cu.ft.per minute and 100 psi using 5/16 in.or larger hosing. Contaminants up to 0.5 sq.in.may remain if they are not removed by the following test, performed just before application of markings: • Step 1.Air blast the surface to be tested,to simulate blasting during application of markings. • Step 2. Firmly press a 10-in.long,2-in.wide strip of monofilament tape onto the surface,leaving approximately 2 in.free. • Step 3.Grasp the free end and remove the tape with a sharp pull. 5. MEASUREMENT This Item will be measured by the foot for each width specified;by each word,shape,or symbol;or by any other unit except lump sum. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2.,"Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. 834 678 6. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Pavement Surface Preparation for Markings"of the type and width as applicable.This price is full compensation for the cleaning method used, materials, equipment,labor,tools,and incidentals. 835 680 Item 680 `R' Highway Traffic Signals Texas Department of Transportation 1. DESCRIPTION • Installation. Install highway traffic signals. • Removal. Remove,store, and salvage traffic signals. 2. MATERIALS Ensure electrical materials and construction methods conform to the current NEC and additional local utility requirements. Furnish new materials. Ensure all materials and construction methods conform to the details shown on the plans,the requirements of this Item,and the pertinent requirements of the following Items: • Item 610,"Roadway Illumination Assemblies" • Item 625,"Zinc-Coated Steel Wire Strand" • Item 627,"Treated Timber Poles" • Item 636,"Signs" • Item 656, "Foundations for Traffic Control Devices" Provide controller requirements DMS-11170 "Fully Actuated, Provide controller assemblies that meet the requirements of VIVIV I I I,V,"Fully Solid-State Traffic Signal Controller Assembly,"and the details shown on the plans. Provide prequalified controller assemblies from the Department's MPL. Provide flasher assemblies that meet the requirements of DMS-11160,"Flasher Controller Assembly,"and the details shown on the plans. Provide prequalified flasher assemblies from the Department's MPL. Sampling and testing of traffic signal controller assemblies will be done in accordance with Tex-1170-T. 3. CONSTRUCTION 3.1. Installation. Install traffic signal controller foundations in accordance with Item 656,"Foundations for Traffic Control Devices." 3.1.1. Electrical Requirements. 3.1.1.1. Electrical Services. Make arrangements for electrical services and install and supply materials not provided by the utility company as shown on the plans. Install 120-volt,single-phase, 60-Hz AC electrical service unless otherwise shown on the plans. 3.1.1.2. Conduit. Install conduit and fittings of the sizes and types shown on the plans. Conduit of larger diameter size than that shown on the plans may be used with no additional compensation,providing the same diameter size is used for the entire length of the conduit run. Extend conduit in concrete foundations 2 to 3 in. above the concrete. Seal the ends of each conduit with silicone caulking,or other approved sealant, after all cables and conductors are installed. 836 680 3.1.1.3. Wiring. Furnish stranded No. 12 AWG XHHW conductors. Install above-ground cables and conductors in rigid metal conduit, except for span wire suspended cables and conductors,drip loops,and electrical wiring inside signal poles unless otherwise shown on the plans. Make power entrances to ground-mounted controllers through underground conduit.Wire each signal installation to operate as shown on the plans. Attach ends of wires to properly sized self-insulated solderless terminals.Attach terminals to the wires with a ratchet-type compression crimping tool properly sized to the wire. Place pre-numbered identification tags of plastic or tape around each wire adjacent to wire ends in the controller and signal pole terminal blocks. Splices will not be permitted except as shown on the plans,unless each individual splice is approved in writing. Make all allowed splices watertight. 3.1.1.4. Grounding and Bonding. Ground and bond conductors in accordance with the NEC. Ensure the resistance from the grounded point of any equipment to the nearest ground rod is less than 1 ohm. Install a continuous bare or green insulated copper wire(equipment ground)throughout the electrical system that is the same size as the neutral conductor,but a minimum No. 8 AWG. Connect the equipment ground to all metal conduit, signal poles,controller housing,electrical service ground,ground rods, and all other metal enclosures and raceways. Provide copper wire bonding jumpers that are a minimum No. 8 AWG. 3.1.2. Controller Assemblies. Construct controller foundations in accordance with Item 656,"Foundations for Traffic Control Devices."Immediately before mounting the controller assembly on the foundation, apply a bead of silicone caulk to seal the cabinet base. Seal any space between conduit entering the controller and the foundation with silicone caulk. Deliver the keys for the controller cabinets to the Engineer when the Contract is complete. Place the instruction manual and wiring diagrams for all equipment in the controller cabinet, inside the controller cabinet. 3.1.3. Timber Poles. Furnish ANSI Class 2 timber poles other than for electrical services in accordance with details shown on the plans. 3.1.4. Preservation of Sod,Shrubbery,and Trees. Replace sod,shrubbery, and trees damaged during the Contract. 3.1.5. Removal and Replacement of Curbs and Walks. Obtain approval before cutting into or removing walks or curbs not shown on the plans to be removed or replaced. Restore any curbs or walks removed equivalent to original condition after work is completed,to the satisfaction of the Engineer. 3.1.6. Intersection Illumination. Install luminaires on signal poles as shown on the plans. 3.1.7. Signal Timing Plan.The traffic signal timing plan will be provided by the Department or local entity. 3.1.8. Test Period.Operate completed traffic signal installations continuously for at least 30 days in a satisfactory manner. If any Contractor-furnished equipment fails during the 30-day test period, repair or replace that equipment.This repair or replacement,except lamp replacement,will start a new 30-day test period. Replace materials that are damaged or have failed before acceptance.Replace failed or damaged existing signal system components when caused by the Contractor.The Department will relieve the Contractor of maintenance responsibilities upon passing a 30-day performance test of the signal system and acceptance of the Contract. 837 680 3.2. Removal. Remove existing electrical services, pedestal poles,strain poles, mast arm pole assemblies, luminaires,signal heads,vehicle detector equipment, controllers,cables,and other accessories. Remove materials so damage does not occur.Remove and store items designated for reuse or salvage at locations shown on the plans or as directed. Remove abandoned concrete foundations,including steel,to a point 2 ft. below final grade. Backfill holes with material equal in composition and density to the surrounding area. Replace surfacing material with similar material to an equivalent condition. Accept ownership and dispose of unsalvageable materials in accordance with federal,state,and local regulations. 4. MEASUREMENT This Item will be measured as each traffic signal installed or removed.A traffic signal is a signalized intersection controlled by a single traffic signal controller. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Installation of Highway Traffic Signals"of the type (isolated,system,or flashing beacon)specified,or"Removing Traffic Signals." 5.1. Installation.This price is full compensation for furnishing, installing, and testing the completed installation, controller and associated equipment,controller foundations,luminaires,signs mounted on signal equipment, damping nlatPs timhar nnlPs mnlintinn hardware and steel Inure strand• preservation and replacement of •�- •.7�-• i r ' •y , N and vp�uvv�i i�i it of damaged sod,shrubbery and trees;removal and replacement of curbs and walks; and materials,equipment, labor,tools,and incidentals.The Department will pay for electrical energy consumed by the traffic signal. New drilled shaft foundations for traffic signal poles will be paid for under Item 416, "Drilled Shaft Foundations."New conduit will be paid for under Item 618,"Conduit."New electrical conductors will be paid for under Item 620, "Electrical Conductors."New ground boxes will be paid for under Item 624, "Ground Boxes."New electrical services will be paid for under Item 628, "Electrical Services."New vehicle and pedestrian signal heads will be paid for under Item 682,"Vehicle and Pedestrian Signal Heads."New traffic signal cables will be paid for under Item 684,"Traffic Signal Cables."New traffic signal pole assemblies will be paid for under Item 686,"Traffic Signal Pole Assemblies(Steel)."New traffic signal detectors will be paid for under Item 688, "Pedestrian Detectors and Vehicle Loop Detectors." 5.2. Removal.This price is full compensation for removing the various traffic signal components;removing the foundations;disposal of unsalvageable materials;hauling;and materials,equipment,labor, tools, and incidentals. 838 682 Item 682 _ *® Vehicle and Pedestrian Signal Heads Department of Transportation 1. DESCRIPTION Furnish and install vehicle and pedestrian signal heads. 2. MATERIALS Furnish only new materials. 2.1. Definitions. ■ Back Plate.A thin strip of material extending outward from all sides of a signal head. ■ LED Optical Unit.The LED lens and associated supporting parts in a signal section. ■ Louver.A device mounted to the visor restricting signal face visibility. ■ Signal Section. One housing case, housing door,visor,and optical unit. ■ Signal Face.One section or an assembly of 2 or more sections facing one direction. ■ Signal Head.A unidirectional face or a multidirectional assembly of faces, including back plates and louvers when required,attached at a common location on a support. 2.2. General.Provide vehicle signal heads in accordance with DMS-11121,"Twelve-Inch LED Traffic Signal Lamp Unit."Provide prequalified vehicle signal heads from the Department's MPL. Provide pedestrian signal heads in accordance with DMS-11131,"Pedestrian LED Countdown Signal Modules."Provide prequalified pedestrian signal heads from the Department's MPL. Supply either aluminum or polycarbonate signal head components of the same material and manufacturer for any one project. Use galvanized steel,stainless steel,or dichromate sealed aluminum bolts,nuts,washers,lock washers, screws,and other assembly hardware.When dissimilar metals are used,ensure the metals are selected or insulated to prevent corrosion. Use closed-cell silicone or closed-cell neoprene gaskets. 3. CONSTRUCTION 3.1. Assembly.Assemble individual signal sections in multi-section faces in accordance with the manufacturer's recommendations to form a rigid signal face.Assemble and mount signal heads as shown on the plans. Install louvers and back plates in accordance with the manufacturer's recommendations.Close any openings in an assembled signal head with a plug of the same material and color as the head. Remove only the existing lens,reflector,and incandescent lamp when installing a retrofit replacement LED traffic signal or pedestrian signal lamp unit into an existing signal housing;fit the new unit securely in the housing door;and connect the new housing unit to the existing electrical wiring or terminal block by means of simple connectors. 3.2. Wiring.Wire each optical unit to the terminal block located in that signal section by.means of solderless wire connectors or binding screws and spade lugs.Wire all sections of a multi-section signal face to the section terminal blocks in which the traffic signal cable is terminated.Maintain the color coding on leads from the 841 682 individual optical units throughout the signal head, except for the traffic signal cable. Use solderless wire connectors or binding screws and spade lugs for connections to terminal blocks. Use binding screws and spade lugs for field wiring. 4. MEASUREMENT This Item will be measured by each vehicle signal section,pedestrian signal section, back plate,or louver. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Pedestrian Signal Section,""Vehicle Signal Section," "Back Plate,"or"Louver,"of the types and sizes specified.This price is full compensation for furnishing, assembling,and installing the signal sections, back plates and louvers, and lenses and optics; mounting attachments;and materials,equipment, labor,tools,and incidentals. 842 684 Item 684 Traffic Signal Cables Denment of Transportation 1. DESCRIPTION Furnish and install traffic signal cables. 2. MATERIALS Provide polyethylene-jacketed multi-conductor cables in accordance with details shown on the plans. Individual conductors must be copper with polyethylene insulation rated for 600 volts. Furnish new materials. Provide traffic signal cables in accordance with DMS-11110, "Traffic Signal Cable." 2.1. Type A Cables.Use Type A cables meeting the requirements of IMSA 20-1 for underground conduit installation or aerial cable supported by a messenger. 2.2. Type B Cables.Use Type B cables meeting the requirements of IMSA 20-3 as the integral messenger cable for aerial installations. 2.3. Type C Cables.Use Type C cables meeting the requirements of IMSA 50-2 for loop detector lead-in installations consisting of 2 conductor shielded cable. 2.4. Types A and B Cable Materials. Provide the following materials for Type A and B cables: • Use the size and number of conductors shown on the plans.Unless otherwise shown on the plans, use conductors consisting of 7 copper strands. • Ensure color coding of conductors and sequence for cables are in compliance with Table 1. Base color is the insulation color.Tracer color is the colored stripe that is part of or firmly adhered to the insulation surface for the full length of the conductor. • Ensure 2-conductor cable is of the round twisted type with fillers used where necessary to form a round cable. • For cables with more than 2 conductors,ensure individual conductors are laid up symmetrically in layers with fillers used when necessary,to produce a uniform assembly of conductors with a firm,compact cylindrical core. • Ensure fillers are a non-metallic, moisture-resistant, non-wicking material. • Supply conductor assemblies covered with a wrapping of a moisture-resistant tape applied to overlap at least 10%of the tape width. • Ensure the taped conductor assembly is covered with a tightly fitting black polyethylene jacket that is smooth and free from holes, splits,blisters,and any other imperfections. • Supply cables that clearly show the name of the manufacturer and the IMSA specification number applied at approximate 2-ft.intervals to the outer surface of the jacket by indent printing. 843 684 Table 1 Conductor Color and Sequence for Cables Conductor No. Base Color Tracer Color 1 Black 2 White 3 Red 4 Green 5 Orange 6 Blue 7 White Black 8 Red Black 9 Green Black 10 Orange Black 11 Blue Black 12 Black White 13 Red White 14 Green White 15 Blue White 16 Black Red 17 White Red 18 Orange Red 19 Blue Red 20 Red Green 21 Orange Green 2.5. Additional Requirements for Type B Cable Materials,Additional material requirements particular to Type B cable are as follows: • Ensure cables consisting of 5 or more conductors have a 0.25-in.nominal diameter messenger. For the messenger,use Class A galvanized Extra High Strength Steel Strand with 3 or 7 wires. • A solid strand messenger with 0.134-in,diameter may be used for cables with less than 5 conductors. • To provide corrosion protection,ensure the messenger strand is coated and the interstices are flooded with a rubber asphalt compound or equivalent. • Ensure the integral messenger and conductors are enclosed in the jacket forming a cross-section similar to a figure 8. 2.6. Type C Cable Materials. Use the following materials for Type C cables: • Unless otherwise shown on the plans,use No. 14 AWG insulated conductors with concentric stranding with black insulation on 1 of the 2 conductors and clear insulation on the other conductor. Ensure conductors have a minimum of 2 twists per foot within the cable. • Use cables that have 100%shield coverage using aluminum bonded to a Mylar film.Ensure the drain wire is stranded tinned copper,2 AWG sizes less than the conductor,and in continuous contact with the aluminum side of the shield material. • Ensure the jacket is black polyethylene. • Use cables that legibly show the name of the manufacturer and the IMSA specification number applied at approximate 2-ft.intervals on a tape under the outer jacket. 2.7. Sampling.The Engineer may take samples from each roll of each size of cable for establishing conformity to IMSA.The samples will be at least 3 ft.long.Replace any cable failing to meet IMSA requirements. 3. CONSTRUCTION For each cable run in underground conduit,coil an extra 5 ft.of cable in each ground box. Splices are not permitted in Type A and B cables unless shown on the plans,or approved in writing. Ensure splices are watertight. 844 684 Make splices between Type C cable and loop detector wires only in the ground box near the loop the cable is servicing. Use non-corrosive solder for splices. Ground the drain wire of Type C cable to earth ground only at the controller or detector cabinet. Ensure the resistance from the drain wire to the ground rod is less than 1 ohm. Test the cables after installation and before any connection to the cables. Cables testing less than 50 megohms insulation resistance at 500 volts will be rejected. 4. MEASUREMENT This Item will be measured by the foot of traffic signal cables. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2.,"Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Traffic Signal Cables"of the types and sizes specified. This price is full compensation for furnishing and installing materials,and for equipment,labor,tools, and incidentals,except as shown below. Cables inside traffic signal pole assemblies will be paid for under this Item. Cables used for inside signal heads and controllers or coils in ground boxes, pole bases,and on span wires will not be paid for directly but will be subsidiary to pertinent Items. 845 685 Item 685 Roadside Flashing Beacon Assemblies Texas Department of Transportation 1. DESCRIPTION • Installation. Furnish,fabricate, and erect roadside flashing beacon assemblies. • Relocation. Remove and relocate existing roadside flashing beacon assemblies. • Removal. Remove existing roadside flashing beacon assemblies. 2. MATERIALS Furnish new materials in accordance with the following Items and details shown on the plans: • Item 441,"Steel Structures" • Item 442,"Metal for Structures" • Item 445, "Galvanizing" • Item 449, "Anchor Bolts" • Item 656, "Foundations for Traffic Control Devices" Provide prequalified flasher controller assemblies from the Department's MPL in accordance with DMS-11160, "Flasher Controller Assembly." Provide prequalified pedestal.... .bases from the n,....,,_a.....,._lr,, MPL accordance with nn an A A A�n Provide pole bases Department's MPL in accordance DMS-I 1 140, "Pedestal Pole Base." When shown on the plans,provide prequalified solar powered flasher controller assemblies from the Department's MPL in accordance with DMS-11150, "Solar Power Flasher Controller Assembly." 3. CONSTRUCTION Install foundations for installation and relocation in accordance with Item 656,"Foundations for Traffic Control Devices." 3.1. Fabrication. Provide poles and bases in accordance with Item 687, "Pedestal Pole Assemblies."Provide mild steel anchor bolts in accordance with Item 449,"Anchor Bolts."Use galvanized bolts,nuts, and washers. 3.2. Galvanizing.Galvanize all fabricated parts in accordance with Item 445,"Galvanizing."Repair galvanizing for any steel part or member damaged in assembly,transit, or erection,or any steel part or member welded after galvanizing,in accordance with Section 445.3.5., "Repairs." 3.3. Installation. Install roadside flashing beacon assemblies at the locations shown on the plans or as directed. Stake the assembly locations for verification by the Engineer unless otherwise shown on the plans. Install pole,breakaway base,connectors,wiring,signal beacons, sign,and foundation as shown on the plans,or as directed. Install the flasher controller assembly on the electrical service pole. Install watertight breakaway electrical fuse holders in all line and neutral conductors at the breakaway base. Use established industry and utility safety practices to erect assemblies near overhead or underground utilities.Consult with the appropriate utility company before beginning such work. Install solar panels, batteries,and battery box(when required)as shown on the plans or as directed. 846 685 3.4. Relocation.Disconnect and isolate the electrical power supply before removal of the assembly.Remove existing assembly as directed.Salvage existing components such as sign, beacons,pole,and base unless otherwise directed. Repair or replace lost or damaged components as directed. Relocate existing assembly to the location shown on the plans or as directed. Install existing assembly at new foundations in accordance with Section 685.3.3.,"Installation."Remove existing foundations in accordance with Section 685.3.5.,"Removal."Accept ownership of unsalvageable materials and dispose of in accordance with federal,state, and local regulations. 3.5. Removal. Disconnect and isolate existing electrical power supplies before removal of the assembly. Remove existing sign panel,beacons,pole,and base from existing assembly. Store items to be reused or salvaged without damaging. Store sign panels above the ground in a vertical position at locations shown on the plans or as directed.Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. Remove abandoned foundations, including steel,to 2 ft.below the finished grade unless otherwise shown on the plans. Backfill with material equal in composition and density to the surrounding area,and replace any surfacing,such as asphalt pavement or concrete riprap,with like material to equivalent condition. 4. MEASUREMENT This Item will be measured by each installed, relocated,or removed roadside flashing beacon assembly. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Install Roadside Flashing Beacon Assemblies," "Install Roadside Flashing Beacon Assemblies(Solar Powered),""Relocate Roadside Flashing Beacon Assemblies,""Relocate Roadside Flashing Beacon Assemblies(Solar Powered),""Remove Roadside Flashing Beacon Assemblies,"or"Remove Roadside Flashing Beacon Assemblies(Solar Powered)."The Department will pay for electrical energy consumed by the roadside flashing beacon. New conduit will be paid for under Item 618,"Conduit,"except for conduit in the foundation and within 6 in.of the foundation. New electrical conductors will be paid for under Item 620,"Electrical Conductors."New tray cable will be paid for under Item 621,"Tray Cable."New duct cable will be paid for under Item 622,"Duct Cable."New ground boxes will be paid for under Item 624,"Ground Boxes."New electrical services will be paid for under Item 628,"Electrical Services."New signs will be paid for under Item 636,"Signs."New signal heads will be paid for under Item 682,"Vehicle and Pedestrian Signal Heads."New traffic signal cable will be paid for under Item 684,"Traffic Signal Cables." 5.1. Installation.This price is full compensation for furnishing,fabricating,galvanizing, assembling,and erecting the roadside flashing beacon assemblies including poles and bases;solar power flashing controller assemblies including battery box(when required);foundations;conduit in the foundation and within 6 in.of the foundation;furnishing and placing anchor bolts,nuts,washers, and templates;controller;and materials, equipment,labor,tools,and incidentals. 5.2. Relocation.This price is full compensation for removing the roadside flashing beacon assemblies; removing battery box(when required);removing existing foundations;installing new foundations; installing new conduit in the foundation and within 6 in.of the foundation;furnishing,fabricating,and installing any new components as required and replacing the assembly on its new foundations with all manipulations and electrical work; controller;salvaging;disposal of unsalvageable materials;loading and hauling;and materials,equipment, labor,tools,and incidentals. 847 685 5.3. Removal.This price is full compensation for removing the various roadside flashing beacon assemblies components;removing the foundations;storing the components to be reused or salvaged;disposal of unsalvageable materials;backfilling and surface placement;loading and hauling;and materials,equipment, tools,labor,and incidentals. 848 686 Item 686 Traffic Signal Pole Assemblies (Steel) Dean of Transportation 1. DESCRIPTION ■ Installation.Fabricate,furnish,and install steel traffic signal pole assemblies. • Relocation.Remove and relocate existing steel traffic signal pole assemblies. 2. MATERIALS Provide new materials that comply with the details shown on the plans,the requirements of this Item,and the pertinent requirements of the following Items: ■ Item 416,"Drilled Shaft Foundations" • Item 421,"Hydraulic Cement Concrete" • Item 441,"Steel Structures" • Item 442,"Metal for Structures" • Item 445,"Galvanizing" • Item 449,"Anchor Bolts" Furnish alloy steel or medium-strength mild steel anchor bolts in accordance with Section 449.2.1.,"Bolts and Nuts,"unless otherwise shown on the plans. 3. CONSTRUCTION 3.1. Standard Design. Fabricate poles assemblies in accordance with this Item to the designs shown on the plans.Alternate designs are not acceptable.Deviations that affect the basic structural behavior of the pole are considered to be alternate designs. For deviations that do not affect the basic structural behavior of the pole,electronically submit shop drawings in accordance with Item 441,"Steel Structures,"to the Bridge Division for approval. 3.2. Fabrication.Fabricate and weld in accordance with Item 441,"Steel Structures,"AWS D1.1, Structural Welding Code—Steel; and the requirements of this Item. Fabrication tolerances are given in Table 1. Table 1 Fabrication Tolerances Part Dimension Tolerance(in.) Length ±1 Thickness +0.12,—0.02 Pole and mast arm shaft Difference between flats or diameter ±3/16 Straightness 1/8 in 10 ft. Attachment locations ±1 Overall ±3/16 Base and mast arm Thickness +1/4,—0 mounting plates Deviations from flat 3/16 in 24 in. Spacing between holes ±1/8 Bolt hole size ±1/16 Length ±1/2 Anchor bolts Threaded Length ±1/2 Galvanized Length —1/4 Angular Orientation 1/16 in 12 in.' Assembled shafts Centering ±3/16 Twist 3°in 50 ft. 1. 1/8 in 12 in.between mounting plates and between mounting plates and base plates. 849 686 Fabrication plants that produce steel traffic signal pole assemblies must be approved in accordance with DMS-7380,"Steel Non-Bridge Member Fabrication Plant Qualification."The Department maintains an MPL of approved traffic signal pole assembly fabrication plants. Provide properly fitting components. Provide round or octagonal shafts for poles and mast arms tapered as shown on the plans. Fabricate mast arms straight in the unloaded condition unless otherwise shown on the plans.The Department will accept bolted slip joints overlapping by at least 1.5 diameters in mast arms 40 ft. and longer. Provide circumferential welds only at the ends of the shafts. Provide no more than 2 longitudinal seam welds in shaft sections. Grind or smooth the exterior of longitudinal seam welds to the same appearance as other shaft surfaces. Ensure 100%penetration within 6 in.of circumferential base welds and 60%minimum penetration at other locations along the longitudinal seam welds. Use a welding technique that minimizes acid entrapment during later galvanizing. Hot-dip galvanize all fabricated parts in accordance with Item 445, "Galvanizing." Treat welds with Ultrasonic Impact Treatment when shown on the plans after galvanization and with the dead load(actual or simulated)applied. Repair damaged galvanizing in accordance with Section 445.3.5., "Repairs." Connect the luminaire arm to the pole with simplex fittings. Ensure the fittings have no defects affecting strength or appearance. Permanently mark, at a visible location when erected, pole base plates and mast arm mounting plates with the design wind speed. D.,..�,...,...,+L,.,,,.,.I, ,.+....;..;6.1..location...4._._ ,,..,,,,a,...i pole base plates and fixed mast arm mounting -�-`-- I Permanently mark,at a visible when erected, plates with the fabrication plant's insignia or trademark. Place the mark on the pole base plate adjacent to the hand- hole access compartment. Deliver each traffic signal pole assembly with fittings and hardware either installed or packaged with its associated components. Ship all components with a weatherproof tag identifying the manufacturer, Contract number,date, and destination of shipment. 3.3. Installation. Locate traffic signal pole assemblies as shown on the plans unless otherwise directed to secure a more desirable location or avoid conflict with utilities. Stake the traffic signal pole assembly locations for verification by the Engineer. Use established industry and utility safety practices when working near overhead or underground utilities. Consult with the appropriate utility before beginning work. Construct foundations for new traffic signal pole assemblies in accordance with Item 416, "Drilled Shaft Foundations,"and the details shown on the plans.Orient anchor bolts as shown on the plans. Erect structures after foundation concrete has attained its design strength as required on the plans and Item 421, "Hydraulic Cement Concrete."Coat anchor bolt threads and tighten anchor bolts in accordance with Item 449, "Anchor Bolts." After the traffic signal pole assembly is plumb and all nuts are tight,tack weld each anchor bolt nut in 2 places to its washer.Tack weld each washer to the base plate in 2 places.Never weld components to the bolt.Tack weld in accordance with Item 441,"Steel Structures."After tack welding,repair galvanizing damage on bolts,nuts, and washers in accordance with Section 445.3.5.,"Repairs." Do not grout between the base plate and the foundation. 850 686 3.4. Relocation.Disconnect and isolate traffic signal cables before removing the pole. Remove existing traffic signal pole assemblies as directed. Ensure the poles or attached components suffer no undue stress or damage. Signs,signal heads,mounting brackets,luminaires,etc., may be left on the poles.Repair or replace damaged components as directed. Remove abandoned concrete foundations, including steel, to a point 2 ft. below final grade unless otherwise shown on the plans.Cut off and remove steel protruding from the remaining concrete.Backfill the hole with materials equal in composition and density to the surrounding area. Replace surfacing material with similar material to an equivalent condition. Move existing pole assemblies to locations shown on the plans,or as directed. Construct foundations for relocated traffic signal pole assemblies in accordance with Item 416,"Drilled Shaft Foundations,"and the details shown on the plans. Install existing pole assemblies on new foundations in accordance with Section 686.3.3., "Installation." Accept ownership of unsalvageable materials and dispose of in accordance with federal,state, and local regulations. 4. MEASUREMENT This Item will be measured by each traffic signal pole assembly installed or relocated. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Install Traffic Signal Pole Assemblies(Steel)"of the types and sizes specified or"Relocate Traffic Signal Pole Assemblies(Steel)"of the types specified. New drilled shaft foundations will be paid for under Item 416,"Drilled Shaft Foundations." 5.1. Installation.This price is full compensation for furnishing,fabricating,galvanizing, assembling, and erecting the pole upon a foundation;furnishing and erecting required mast arms and luminaire arms;furnishing and placing anchor bolts, nuts,washers, and templates; and materials, equipment, labor,tools,and incidentals. 5.2. Relocation.This price is full compensation for removing traffic signal pole assemblies; removing existing foundations;backfilling and surface placement;storing the components to be reused or salvaged;furnishing, fabricating, and installing required new components including anchor bolts, nuts,washers,and templates; placing and securing traffic signal pole assemblies on new foundations;furnishing and placing conduit, ground rods, and wiring;disposal of unsalvageable materials; loading and hauling;and materials,equipment, labor,tools,and incidentals. 851 687 Item 687114"® Pedestal Pole Assemblies Department of Transportation 1. DESCRIPTION • Installation.Furnish and install pedestal pole assemblies for vehicle and pedestrian signals. • Relocation.Remove and relocate existing pedestal pole assemblies. • Removal. Remove existing pedestal pole assemblies. 2. MATERIALS Furnish new materials in accordance with the following Items and with details shown on the plans: • Item 445,"Galvanizing" • Item 449,"Anchor Bolts" • Item 656,"Foundations for Traffic Control Devices" 2.1. Pedestal Pole Base. Provide prequalified pedestal pole bases from the Department's MPL in accordance with DMS-11140,"Pedestal Pole Base." 2.2. Pedestal Pole. Provide 4-in.diameter schedule 40 steel pipe or tubing,aluminum pipe(alloy 6061 T6),or rigid metal conduit. Do not use aluminum conduit.Galvanize pedestal pole assemblies in accordance with Item 445,"Galvanizing,"unless otherwise shown on the plans. 2.3. Pedestrian Push Button Pole Assembly.Provide diameter as shown on the plans,schedule 40 steel pipe or tubing, aluminum pipe(alloy 6061-T6),or rigid metal conduit. Do not use aluminum conduit. Galvanize pedestrian push button post in accordance with Item 445,"Galvanizing,"unless otherwise shown on the plans. 3. CONSTRUCTION Install foundations in accordance with Item 656,"Foundations for Traffic Control Devices." 3.1. Pedestal Pole Base.Ground the base with connectors to the 1/2-13 NC female threaded hole. Fabricate the base for 4 L bend anchor bolts arranged in a square pattern with a 12-3/4 in.bolt circle. Provide mild steel anchor bolts in accordance with Item 449,"Anchor Bolts,"for each base. Provide three 1/16-in.thick and three 1/8-in.thick U-shaped galvanizing steel shims for each base.Size shims to fit around the anchor bolts. 3.2. Installation. Install pedestal pole assemblies and pedestrian push button post assemblies as shown on the plans,or as directed. Pedestal pole assemblies include foundation, pole shaft, base, anchor bolts,anchor bolt nuts,anchor bolt template,shims,and miscellaneous components.Watertight breakaway electrical disconnects are required for pedestal pole assemblies used in conjunction with vehicle and pedestrian heads and components. Pedestrian push button post assemblies include foundation,pole, and post cap. Use established industry and utility safety practices to erect assemblies near overhead or underground utilities.Consult with the appropriate utility company before beginning such work. Repair damaged galvanizing in accordance with Section 445.3.5.,"Repairs." 3.3. Relocation. Disconnect and isolate the electrical power supply before removal of the assembly.Remove existing assembly as directed.Salvage existing components such as signs, heads,buttons, pole,and base unless otherwise directed. Repair or replace lost or damaged components as directed. 852 687 Install foundations in accordance with Item 656,"Foundations for Traffic Control Devices." Relocate existing assembly to the location shown on the plans or as directed. Install existing assembly at new foundations in accordance with Section 687.3.2., "Installation."Remove existing foundations in accordance with Section 687.3.4.,"Removal."Accept ownership of unsalvageable materials, as determined by the Engineer,and dispose of in accordance with federal, state, and local regulations. Repair galvanizing for any damaged steel part or any steel part welded after galvanizing in accordance with Item 445,"Galvanizing." 3.4. Removal.Disconnect and isolate electrical power supplies before removal of the assembly. Remove existing sign panel, beacons, pole, and base from existing assembly. Store items to be reused or salvaged without damaging them. Store sign panels above the ground in a vertical position at locations shown on the plans or as directed.Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. Disconnect and remove conductors from abandoned circuits. Remove abandoned conduit and ducts to a point 6 in.below final grade. Destroy existing transformer bases to prevent reuse. Remove abandoned foundations to 2 ft.below the finished grade unless otherwise shown on the plans. Cut off and remove steel protruding from the remaining concrete. Backfill the remaining hole with material equal in composition and density to the surrounding area.Replace any surfacing with like material to equivalent condition. 3.5. Painted Finish.When required, paint pedestal pole and pedestrian push button post assemblies in accordance with details shown on the plans. 4. MEASUREMENT This Item will be measured by each pedestal pole assembly or each pedestrian push button post assembly installed, relocated,or removed. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Install Pedestal Pole Assembly,""Install Pedestrian Push Button Post Assembly,""Relocate Pedestal Pole Assembly,""Relocate Pedestrian Push Button Post Assembly,""Remove Pedestal Pole Assembly"or"Remove Pedestrian Push Button Post Assembly." New signal heads will be paid for under Item 682, "Vehicle and Pedestrian Signal Heads." 5.1 Installation.This price is full compensation for furnishing and installing the shaft; base,shims,anchor bolts, and foundation;and materials,equipment, labor,tools,and incidentals. 5.2 Relocation.This price is full compensation for removing the pedestal pole or pedestrian push button assemblies; removing existing foundations; installing new foundations;furnishing,fabricating,and installing any new components as required and replacing the assembly on its new foundations with all manipulations and electrical work;controller;salvaging;disposal of unsalvageable material;loading and hauling;and equipment, material,labor,tools, and incidentals. 5.3 Removal.This price is full compensation for removing the various pedestal pole assemblies components; removing the foundations;storing the components to be reused or salvaged;disposal of unsalvageable material; backfilling and surface placement;loading and hauling;and equipment, materials,tools, labor, and incidentals. 853 688 Item 688 Pedestrian Detectors and Vehicle Loop Detectors Department of Transportation . DESCRIPTION Furnish and install traffic signal detectors. 2. MATERIALS Provide new materials that comply with the details shown on the plans,the requirements of this Item,and the pertinent requirments of the following Items: • Item 618,"Conduit" • Item 624,"Ground Boxes" • Item 682,"Vehicle and Pedestrian Signal Heads" • Item 684, "Traffic Signal Cables" 2.1. Pedestrian Detectors.Supply housing or an adapter(saddle)that conforms to the pole shape,fitting flush to ensure a rigid installation. Supply adapters of the same material and construction as the housing. Supply push-button switches that have single-pole,single-throw contacts and screw-type terminals and have a design life of at least 1 million operations. Ensure the internal components provide a push-button with normal open contacts,and include all electrical and mechanical parts required for operation. Ensure the push-button assembly is weather-tight and tamperproof, is designed to prevent an electrical shock under any weather condition, and has provisions for grounding in accordance with the NEC. 2.1.1. Standard Pedestrian Detectors. Provide a 2-piece cast aluminum housing unit consisting of a base housing and a removable cover. Provide threaded holes for 0.5-in conduit in the housing for any necessary conduit attachment. Ensure the manufacturer's name or trademark is located on the housing. 2.1.2. Accessible Pedestrian Signals(APS). Provide accessible pedestrian detectors in accordance with DMS-11132,"Accessible Pedestrian Signals(APS)." 2.2. Vehicle Loop Detectors. Use stranded copper No. 14 AWG XHHW cross-linked-thermosetting- polyethylene-insulated conductor rated for 600 volts AC for vehicle detector loop wire unless otherwise shown on the plans. Ensure each length of wire shows the name or trademark of the manufacturer, insulation voltage rating,wire gauge,and insulation type at approximate 2-ft. intervals on the insulation surface. When shown on the plans, use flexible vinyl or polyethylene tubing with 0.184 in.minimum inside diameter, 0.031 in.minimum wall thickness, 0.26 in.maximum outside diameter,and a smooth bore. Use tubing that does not adhere to the loop wire in any way and is capable of resisting deterioration from oils,solvents, and temperatures up to 212°F. Use tubing that is abrasion-resistant and remains flexible from—22°F to 212°F. Use orange or red tubing unless otherwise shown on the plans. Use sealant for the vehicle detector loops in accordance with DMS-6340,"Vehicle Loop Wire Sealant." 854 688 3. CONSTRUCTION 3.1. Pedestrian Detectors. 3.1.1. Push-Button Unit.Meet the requirements of the TMUTCD when installing push-buttons.Wire the push- button according to manufacturer's installation instructions.Close unused housing openings with a weather- tight closure painted to match the housing.Verify that each button is communicating and fully functional. Do not use terminal connections or splice wire leads except at approved locations.All allowed splices must be watertight. Attach wires to terminal posts with solderless terminals unless otherwise advised by manufacturer's recommendations.Attach terminals to the wires with a ratchet-type compression crimping tool properly sized to the wire. Mount a pedestrian push button sign near each push button as shown on the plans. For installations where APS buttons are placed less than 10 ft. apart from one another,program the appropriate speech walk message(include the name of the appropriate street in the message)for these buttons.When 2 APS buttons are installed on the same pole ensure that the APS buttons are insulated to eliminate vibrations from traveling to the other button. 3.1.2. Controller Unit. If a controller unit is required by the plans,integrate the pedestrian controller unit into the traffic signal controller cabinet assembly. 3.2. Vehicle Loop Detectors. Provide the loop location,configuration,wire color,and number of turns shown on the plans. Loops may be adjusted by the Engineer to fit field conditions. 3.2.1. Saw-Cuts.Cut the pavement with a concrete saw to form neat lines. Do not exceed 1 in.depth on concrete bridge slab saw-cuts. Cut all other saw-cuts deep enough to provide a minimum of 1 in.depth of sealant over the wire.Make a separate saw-cut from each loop to the edge of the pavement unless otherwise shown on the plans. Ensure the cut is clean and dry when the wire and sealant are placed. 3.2.2. Conduit.Place conduit between the pavement and ground box as shown on the plans. 3.2.3. Loop Wire Color.Use the following color code unless otherwise shown on the plans. Use white for the first loop on the right followed by black,orange, green,brown,and blue.Use the same color for all loops in the same lane. Loops installed in multi-lanes will have the same color code in the order the loops are installed. When facing the same direction that traffic flows,the color code will read from right to left for all lanes carrying traffic in that direction. If traffic moves in 2 directions,the color code will be repeated for the other direction of traffic. 3.2.4. Loop Wire Installation.When shown on the plans,place the loop wire in a flexible vinyl or polyethylene tubing in accordance with Article 688.2.,"Materials."The loop wire color requirements do not apply to wires in tubing. Twist the wire from the loop to the ground box a minimum of 5 turns per foot.When only one pair of wires is in a saw-cut, it need not be twisted while in the saw-cut. Do not splice loop wire in the loop or in the run to the ground box. Hold the loop wire in place every 2 ft.with strips of rubber, neoprene flexible tubing,or polyethylene foam sealant approximately 1 in.long. Leave these strips in place and fill the slot with loop sealant. Splice the loop lead-in cable and loop detector wires only in the ground box near the loop it is serving.Use non-corrosive solder for splices and ensure the splice is watertight. Ground the drain wire of the loop lead-in 855 688 cable to earth ground only at the controller or detector cabinet.Ensure the resistance from the drain wire to the ground rod is less than 1 ohm. 4. MEASUREMENT This Item will be measured by the foot of saw-cut containing loop wire and each pedestrian push-button and controller unit. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2., "Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Vehicle Loop Detectors"of the type specified, "Pedestrian Detector Push-button Units"of the type specified or"Pedestrian Detector Controller Unit."This price is full compensation for furnishing,installing,and testing the detectors,detector controller units, including detector configuration devices or software(when applicable);saw-cutting,excavation, backfill, sealant,and sealant placement; pavement repair associated with saw-cutting;and materials,equipment, labor,tools,and incidentals,except as follows. The conduit and loop wire from the edge of pavement to the ground box used for the vehicle loop detectors will not be measured or paid for directly but will be subsidiary to this Item. New ground boxes will be paid for under Item 624,"Ground Boxes."New loop lead-in cable will be paid for under Item 684,"Traffic Signal Cables." 856 6004 Special Specification 6004 Texas Networking Intelligent Transportation System (ITS) Department of Transportation Communications Cable 1. DESCRIPTION Furnish, install, and test twisted-pair cable for networking and telecommunication uses in the field environment. 2. MATERIALS 2.1. General Requirements.Provide new cable and connectors that are in conformance with the details shown on the plans and in the specifications.The cable must be free of deformations, holes,splits and splices. ITS networking copper cables must be constructed for installation in an outdoor underground conduit environment. All cable provided for underground installation must contain the Outside Plant designation for outdoor usage and must be rated Non-Plenum. Provide cable in compliance with the most current version of the following industry standards: • NFPA National Electric Code(NEC), • Rural Electrification Administration (REA)-PE-22(7 CFR 1755.403), PE-39(7 CFR 1755.390), • ANSI/TIA-568-C, EIA/TIA-568-B.2-2001 (Category 5E Cable), • EIA-232, EIA-422, EIA-485, • TSB-36, and • Underwriters Laboratory(UL). Included in this Item are the ITS cable types listed in Table 1. Table 1 Common Networking ITS Communication Cable Types Cable Type Nominal AWG Application Gauge Category 5e Ethernet Cable #24 AWG Standard 100Base-Tx,Gigabit Ethernet,up to 100 MHz bandwidth performance Category 6 Ethernet Cable #24 AWG Gigabit Ethernet; up to 250MHz bandwidth performance 10-Gigabit Ethernet,up to 600 MHz bandwidth performance.Category 7 cable is not typically utilized for Category 7 Ethernet Cable #24 AWG ITS device applications.Category 7 cable applications include high bandwidth performance at network layer switches with 10 Gigabit connections. Serial Communications Cable Serial port applications,low bandwidth and small data (RS-232, RS-422,RS-485) #22,#24 AWG rate transmission(<100 kb/s) Shielded Twisted Pair Cable #18-24 AWG Telephone communications,below 16 MHz bandwidth Unshielded Twisted Pair #18-24 AWG performance (UTP)Cable Included in this Item are all terminating connectors and associated equipment required for installation and testing in a field environment. 1 -5 02-16 Statewide 6004 Provide cable conforming to the gauge,type, and length shown on the plans. Ensure the cable gauge supplied meets the bandwidth requirements specific to the cable application and run length. Provide signal amplification or repeater locations for communications cable runs as shown on the plans and in the specifications. When selecting serial communications cable for longer cable runs,verify the conductor gauge to be provided will meet signal loss requirements for cable application. Refer to Table 2 for typical cable distance limitations for ITS serial communications cable. Table 2 Typical Network Communications Cable Distance Limitations Cable Type Recommended Maximum Cable Run' RS-232 50 ft. RS-422(4 wire system) 500 ft. RS-485(2 wire system) 500 ft. Category 5e 300 ft. Category 6 300 ft. 1. Cable distance limitation to be verified according to manufacturer for the cable application. All cable provided must be manufactured with permanent markings at approximate 2 ft.intervals on the outer jacket according to manufacturer name,serial number,type, UL list and classification for identification purposes.All pairs must be color coded using standard North American communication industry colors to uniquely identify each pair in the cable. 2,2, Physical Requirements.Provide networking communications cable meeting the following physical requirements. 2.2.1. Conductor.All networking cable must be constructed of solid bare copper conductor. 2.2.2. Insulation.All networking cable must be of foamed,cellular dielectric construction. Dielectric material must adhere to and support the center cable conductor. 2.2.2.1. Insulation Material.Serial communications cable insulation must be high-density polyethylene(HDPE)or equivalent.Ethernet networking cable insulation must be polyolefin or HDPE. UTP cable insulation must be polyethylene,polyolefin,polypropylene,or fluorinated ethylene propylene. 2.2.3. Shielding.Serial communications cable shielding must contain combination foil-polyester and copper braid shield to reduce EMI interference. Ethernet networking cable must contain a combination foil-polyester shield. 2.2.3.1. Coverage.Serial communications cable must be constructed of 100%effective foil coverage, minimum 65% braided coverage. Ethernet networking cable(Category 5e, 6,7)must contain 100%effective foil cover. 2.2.4. Outer Jacket.Outer jacket must be rated for heavy duty ultraviolet(UV)exposure,sunlight,oil, and weather resistance necessary for outdoor installation. 2.2.4.1. Jacket Material.All networking cable outer jackets must be of PVC or polyethylene construction. 2.2.5. Connectors.Connectors must be matching,weather resistant,water and moisture proof,and outdoor-rated hardware that meet cable operating voltage,temperature, and impedance characteristics.Connectors must prevent the entry and collection of moisture to the cable and electrical connection point. Provide cable sealant during installation to seal connections from moisture and corrosion. 2-5 02-16 Statewide 6004 2.3. Electrical and Mechanical Requirements.Ethernet networking cable as shown on the plans must conform to the TIA/EIA-568-C standard, and according to performance characteristics defined in TIA/EIA-568-C.4-1. All Ethernet networking cable provided must meet IEEE 802.3af and IEEE 802.3at for Power over Ethernet (PoE)applications. Serial communications cable and UTP must conform to the following requirements: 2.3.1. Capacitance.Serial communications cable capacitance must not exceed 35 picofarads(pF)per foot of cable. UTP cable capacitance must not exceed 15 pF per foot of cable. 2.3.2. Inductance.Serial communications cable inductance must not exceed 0.30 microhenry's(µH)per foot of cable. 2.3.3. Impedance.Provide 100 ohm nominal impedance for UTP cables and according to the manufacturer recommendation for cable application. 2.3.4. Attenuation.Attenuation of the cable must be compliant with requirements of the proposed application. 2.3.5. Resistance.The DC resistance of the serial communications cable inner conductor must not exceed 20 ohms per 1000 ft. 2.4. Environmental Design Requirements. 2.4.1. Installation Temperature Rating.Cable must be rated for an outside ambient temperature range of-20°F to 165°F. 2.4.2. Storage Temperature Rating.Cable must be rated for a storage temperature range of-40°F to 165°F. 3. CONSTRUCTION METHODS 3.1. General.Cable must be installed in accordance with the following industry procedures: • ANSI/TIA-568-C, • BICSI Telecommunications Distribution Methods Manual(TDMM)and Information Transport Systems Installation(ITSIM), • NFPA National Electric Code(NEC), • USDA Construction of Direct Buried Plant, and • ICEA Standard for Aerial Service Wire-ANSI/ICEA 5-89-648. 3.1.1. Cable Storage.All uninstalled cable must be stored according to manufacturer recommended bend radius and cable reel requirements. 3.1.2. Cable Labeling.All cable must be labeled using pre-laminated labels with UV protection according to usage at all terminations. Provide weatherproof labels rated for outdoor use. 3.1.3. Installation Procedure.All cable must be inspected and tested for continuity when received,with results compared with factory pre-shipping tests. Inspect the cable nomenclature to make certain that the correct product has been received. Notify the supplier(or manufacturer)of all discrepancies for immediate correction. Install the network cable routed as shown on the plans and follow the manufacturer recommendations for installation. 3-5 02-16 Statewide 6004 Ensure that all exposed cable ends are covered and protected against moisture and dust penetration at all times during installation. Protect cable ends during storage,cable pulls,and post-installation. 3.1.4. Conduit Fill Requirements.Install cable as shown on the plans and ensure that NEC and TIA/EIA fill requirements must be met for all cable runs. 3.1.5. Cable Slack Requirements.Provide 25 ft.cable slack maximum in pull boxes and per manufacturer requirements. 3.1.6. Spacing Requirements.Provide minimum 12 in.spacing between electrical power cable and communications cable types as described for underground installations within NEC Sections 840.44 and 840.47. 3.2. Testing.Procedures for the tests noted below are to be in accordance with industry standard practice and recorded in accordance with ANSI/TIA/EIA rules for documentation for the cable type. Perform tests in accordance with testing requirements in this Item.For all tests,provide test forms to be used that compare measured results with threshold values.The following tests must be performed,recorded,and submitted to verify the cable performance and installation: 3.2.1. Cable Continuity.Perform cable continuity test for center conductor and shield continuity and record results. The test must be performed on received cable reels to identify any discrepancies and upon final installed cable interconnections.Test continuity of each pair to show a resistance of not more than 8 ohms per 1000 ft.of conductor. Use meter with a minimum input resistance measurement to comply with RUS 7 CFR 1755.403 Copper Cable Telecommunications Plant Measurements. . 3.2.2. Time Domain Retlectometry(TOR).Perform TDR test for impedance continuity per manufacturer recommendations in coaxial cable interconnections and record results. 3.2.3. Ground Resistance.Use a Megohmmeter to perform ground resistance testing of all conductors including the shield,and conductor-to-conductor,including all individual conductors to the shield. Ensure that all conductor tests,including the shield, read infinity to ground,and from conductor to conductor and all individual conductors to the shield, read infinity.Replace cable not meeting the infinity test result at no expense to the department,whether one or multiple readings per cable are defective. 3.2.4. Visual Inspection.Where cable installation is visible, perform visual inspection(with a Department representative)to verify any evidence of the following: • cable damage(cracks,shield damage,kinks,knots,jacket damage,crushed cable), • bend radius violations(at conduit fittings,cabinet locations),and • cable crimping method—use of manufacturers specified cable crimp tool only(use of pliers not permitted). 3.3. Documentation.Submit 3 copies of the following materials for each cable type provided for approval prior item supply: • manufacturer cutsheets and complete specifications(physical,electrical, mechanical,and environmental), • manufacturer warranty information, • independent test lab certification, and • blank test forms. Submit 3 copies of the following materials for each cable run provided for approval post installation: • test results, • completed test forms, 4-5 02-16 Statewide 6004 • cable continuity test, ■ TDR test, • "as-built"documentation for cable path as shown on the plans, • complete maintenance and trouble-shooting procedures,and • furnish additional information as shown on the plans. 3.4. Warranty.Warrant all cable against defects or failure in design, materials,and workmanship in accordance with the manufacturer's standard warranty. Supply cable with no less than 95%of the manufacturer's warranty remaining on the date that equipment invoices are submitted for final payment.Any material with less than 95%warranty remaining will be rejected. Warrant all cable furnished and installed to perform according to the manufacturer published specifications for a period of 1 year after final acceptance of the project by the Department. Provide for"on-site"repair or replacement within 2 working days and at no cost to the Department. Repair or replace any defective cable, at the manufacturer's option, at no cost to the Department. 4. MEASUREMENT This Item will be measured by the linear foot of cable. 5. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"ITS Communications Cable(Ethernet)"and"ITS Communication Cable(Serial)."For twisted pair communications cable runs, work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for"ITS Communications Cable"of the type, size,and number of pairs specified.The price is full compensation for furnishing,installing, splicing and testing cable and connectors,as well as for installation equipment, materials, tools,and incidentals. 5-5 02-16 Statewide 6306 Special Specification 6306 rf, Video Imaging Vehicle Detection System Department of Transportation . DESCRIPTION Furnish, install,relocate,or remove video imaging vehicle detection system(VIVDS)at locations shown on the plans,or as directed. Use VIVDS listed on the Department's Prequalified Products List. 2. MATERIALS 2.1. General. Furnish,assemble, and install only new materials except as allowed for relocation of VIVDS equipment. Ensure all VIVDS within the project are from the same manufacturer. VIVDS must analyze video images and produce vehicle detector outputs that can serve as inputs to a traffic signal controller. Provide VIVDS field equipment that is compatible with existing infrastructure and software located in the Department's Traffic Management Control Centers across the state as directed. VIVDS must meet Department TSS Protocol requirements when integration with Traffic Management Center software or systems is shown on the plans. VIVDS equipment must include the following: • Camera and mounting hardware(fixed or variable focal length; infrared; or 360°"fish-eye"), ▪ VIVDS processor, • Cabinet control unit and associated devices required for system integration, and • Data, power, and communication cable,connectors, and assemblies. The VIVDS must use one or more cameras and video processing equipment to accurately provide detector calls for the intersection,approach,or roadway segment where they are installed,and provide detection as shown on the plans.A single camera placed per manufacturer recommendations must be capable of monitoring and detecting 5 lanes of traffic simultaneously. Ensure the system is designed and constructed with subassemblies,circuits, cards,and modules to maximize standardization and commonality. Ensure field replaceable parts are accessible for inspection and maintenance. Provide test points for checking essential voltages and waveforms. VIVDS devices must self-recover from power failure once power is restored. 2.2. Configuration and Management. Ensure that the VIVDS allows local and remote configuration and _monitoring.The VIVDS must allow the user to fully configure the system and place detection zones using a mouse, monitor,and keyboard(or keypad)connected to the VIVDS. Provide each VIVDS with all associated equipment required to configure and operate the system in a field environment including a video monitor, mouse, keyboard(or keypad),software,and interface cables as applicable. The VIVDS must also support local configuration and monitoring using a laptop computer,but must not require a computer for local configuration, monitoring, and operation. Ensure that the system can display detection zones and detection activations overlaid on live video from VIVDS cameras. Ensure that the VIVDS allows a user to edit previously defined configuration parameters, including size, placement,and sensitivity of detection zones. 1 - 12 01-19 Statewide 6306 Ensure that the VIVDS retains its programming in nonvolatile memory.Ensure that the detection system configuration settings can be saved to a computer and restored from a saved file locally and remotely.The system must allow stored configurations to be modified for fine-tuning and optimization.The VIVDS must continue to detect vehicles and operate normally while configuration and detection zone modifications are made. Ensure the VIVDS does not require adjustment or recalibration to maintain performance once initial calibration and configuration is complete. 2.3. Detection Zones.The VIVDS must allow a user to configure detection zones using a graphical user interface(GUI)superimposed on a video image of the roadway. Ensure detection zones can be placed anywhere within a camera field of view. Ensure VIVDS detection zones can detect vehicle presence and collect traffic data,such as traffic counts. Detection zones must appear as lines or polygons in the field of view.The system must allow a minimum of 8 detection zones per field of view.VIVDS detection zones must be able to provide detection equivalent to a 6 ft. by 6 ft.loop. Ensure zones can be sized,shaped, and overlapped to accurately detect vehicles at the locations shown on the plans. The system must allow zones to be configured with directionality,delay,extension,and logic functions including"AND"and"OR."If each detection zone provides a unique output to the signal controller and the controller includes logical functions,then the VIVDS is not required to support logic functions. Ensure zones displayed on a monitor provide a visual indication when vehicles are detected during configuration and operation. 2.4. Detection.VIVDS processor must compensate for minor camera movement. Movement up to 2%of field of view at 400 ft.must not produce a false detection. Ensure VIVDS processor operates regardless of whether monitoring equipment is connected. If monitoring equipment is connected to the processor unit,vehicle detections are displayed real-time as they occur. VIVDS must simultaneously detect vehicles in all lanes. VIVDS must be able to accurately detect approaching and departing vehicles in multiple lanes.VIVDS is configurable for which direction of travel to detect. Ensure vehicles traveling in any direction other than the configured direction of travel(e.g.,cross- street and wrong-way traffic)do not activate a call to the controller. Ensure a constant call is placed on outputs associated with zones or cameras that are in an error state or failed.Ensure a constant call is placed on assigned outputs whenever the system is unable to provide accurate detection. 2.5. Accuracy.Ensure VIVDS individual lane accuracy for vehicle presence detection is within 5%of actual. 2.6. Camera.Use color or thermal cameras that are provided as part of an engineered system by the VIVDS processor manufacturer or approved for use by the VIVDS processor manufacturer. Ensure that analog cameras provide NTSC composite video with a minimum resolution of at least 480 TVL. Cameras must produce useable video suitable for detection in low light.Cameras with day and night modes must automatically and seamlessly transition between modes without producing vehicle detection errors such as false calls and missed calls. Nighttime monochrome operation must produce feature resolvable video with luminance as low as 0.1 lux. Nighttime color operation must produce feature resolvable video with luminance as low as 1.0 lux. Cameras must produce resolvable features in the video with luminance as high as 10,000 lux. 2-12 01-19 Statewide 6306 Visual spectrum cameras must include automatic electronic shutter and iris control based on average scene luminance. Variable focal length lenses must be adjustable from 6 mm to 34 mm. Processed images produced by the VIVDS must use a standard encoding format such as H.264 or MJPEG unless otherwise shown on the plans. 2.6.1. Thermal cameras.Thermal imaging cameras must use a long-life, uncooled vanadium oxide microbolometer thermal detector with a spectral range of 7.5 to 13.5 pm. Ensure analog video is compliant with National Television System Committee(NTSC)Standard and has a minimum NTSC array format of 320 x 240 with a 76,800 pixel effective resolution. 2.6.2. Camera enclosure.Camera and lens assembly must be housed in an enclosure designed for outdoor use. The housing must be light in color to limit solar heating and prolong equipment life.Enclosure, including cable connections,must be waterproof and dust tight with a NEMA Type 4 rating. Ensure enclosures for visual spectrum cameras include a sunshield.Sunshield must protrude beyond the front edge of the enclosure and divert water away from the camera's field of view. Ensure the sunshield overhang is adjustable.Any plastics used in the construction of the enclosure must include ultraviolet inhibitors. Ensure the enclosure allows the camera horizon to be rotated in the field during installation. Ensure camera focus and zoom can be adjusted, if necessary,without entering the camera enclosure. The camera enclosure must be provided with mounting bracket designed to mount directly to a pole, mast- arm,or other structure. Ensure the bracket allows the camera to be panned and tilted for alignment and then locked into place once properly positioned. The camera enclosure with camera and lens installed must weigh 10 lb.or less. Camera housing must include a means to prevent the formation of ice or condensation. If camera housing includes a heater,wiper,or other electronically controlled mechanism,such mechanism does not interfere with the camera operation or video signal. 2.7. Video Processor. Ensure the VIVDS includes a machine vision processor that provides video analysis, presence detection,and interfaces for inputs and outputs.VIVDS must provide data collection features, including storage and reporting of collected vehicle detection data,when shown on the plans. VIVDS must be able to interface with the traffic controller unit(CU)via the detector rack, SDLC,or another detector interface described in NEMA TS2-2016, unless otherwise shown on the plans. Solid state detection outputs must meet the requirements of NEMA TS2-2016,6.5.2.26. Each VIVDS detector rack card must have a minimum of 4 detector outputs.The system must be able to provide a total of 24 detection outputs. Ensure each zone and output is user definable,and previously saved zones can be redefined. The system must be capable of functioning as a detector BIU using an RS-485 SDLC connector.TS2 Type 1 VIVDS must include indicators that display detector output status for verification of calls. Analog video inputs must use BNC connectors or be routed through existing loop inputs using connections designed for that purpose.Analog video outputs must use BNC or RCA connectors. Use of external cable connections to create a combined video output is not allowed. Ensure processor includes provisions to view video image in the field and remotely. 3-12 01-19 Statewide 6306 VIVDS processors installed in the traffic controller cabinet must utilize digital video or accommodate asynchronous,synchronous,and line-locked analog video as part of a complete system engineered by the VIVDS manufacturer. 2.8. Camera Interface Panel. Supply the VIVDS with a camera interface panel as required by the manufacturer that provides a cabinet connection point between field wiring from VIVDS cameras and VIVDS equipment in the cabinet.The interface panel must be provided by the VIVDS manufacturer as part of a complete engineered system.The panel must include terminal facilities and surge suppression for all conductors used to connect VIVDS field equipment,including camera power and communications. Interface panels for analog cameras must include a 10 amp breaker or blade type fuses and a power terminal strip with a minimum of eight(8)8/32 binder head screws for camera power connections.The panel must also have, as a minimum, four(4)coax protectors(EDCO CX06 or equivalent).Additional lightning and transient protection will be allowed. All components that reside on the panel must be Department approved. For cameras utilizing POE the interface panel must consist of surge protection meeting GR 1089 standards. Ensure interface panel is capable of being mounted on the side walls of the controller cabinet.Video connections must be isolated from earth ground. 2.9. Cabling. Supply the VIVDS with connector cables of the appropriate length for each installation site. Connector cables must include all conductors necessary for power, video,and communication.All cabling used must meet the minimum recommended specifications of the VIVDS manufacturer. Ensure the power and data cable connectors are IP 67 to protect against intrusion of solids and water. External connectors must be quick disconnect and keyed to prevent improper connections.All wiring must be color coded and marked appropriately. Ensure all conductors that interface with the connector are encased in a single jacket. Fiber optic cable,if used, must meet the requirements of Special Specification Item Intelligent Transportation System(ITS) Fiber Optic Cable. If coaxial cable is used, it must be low loss,75 ohm, precision video cable suited for outdoor installation and approved by the VIVDS manufacturer. RS-485 and RS-232 communication cable must meet the requirements of Special Specification 6004 Networking Intelligent Transportation System(ITS)Communications Cable. 2.10. Communication. Ensure that the VIVDS includes a minimum of one serial or Ethernet communications interface. Ensure serial interfaces and connectors conform to Telecommunications Industry Association (TIA)-232 standards.Ensure that the serial ports support data rates up to 115200 bps;error detection utilizing parity bits(i.e., none,even,and odd);and stop bits(1 or 2). Ensure that wired Ethernet interfaces provide a 10/100 Base TX connection.Verify that all unshielded twisted pair/shielded twisted pair network cables and connectors comply with TIA-568. Ensure wireless communications are secure and that wireless devices are Federal Communications Commission (FCC)certified. Ensure that the FCC identification number is displayed on an external label and that all detection system devices operate within their FCC frequency allocation. Ensure the system can be configured and monitored via one or more communications interface. Ensure that all communication addresses are user programmable. 2.11. Software. Ensure the VIVDS manufacturer includes all software required to configure and monitor operation of VIVDS field equipment locally and remotely.VIVDS software must be a stable production release approved by the Department's Traffic Operations Division. 4-12 01-19 Statewide 6306 Ensure VIVDS computer software includes a GUI that displays all configured lanes and provides visual representation of all detected vehicles. Server software must be designed to run on the Windows Server operating system(Windows Server 2012 or newer).Client workstation software must be designed to run on Microsoft Windows 7 Professional and newer. VIVDS software must allow the user to program,operate,exercise,diagnose, and read status of all VIVDS features and functions using a laptop computer. VIVDS computer software must be able to communicate with VIVDS field devices using TCP/IP and serial connections.The software must provide for local and remote configuration and monitoring, including display of detection zone activations on live video and modification of existing detection zone layouts. System software must provide the user complete control over the configuration process for VIVDS devices and allow the user to load new firmware into non-volatile memory of VIVDS field devices locally and over any supported communication channel including TCP/IP networks. The system software must include the ability to retrieve and store data collected by VIVDS field devices. Ensure all licenses required for operation and use of software are included at no additional cost. Software updates must be provided at no additional cost during the warranty period. 2.12. Mechanical.VIVDS detector card rack units must comply with dimensions specified in NEMA TS2-2016, 6.5.2.2.2. Ensure that all parts are fabricated from corrosion resistant materials,such as plastic,stainless steel, aluminum,or brass. Ensure that all screws,nuts,and locking washers are stainless steel. Do not use self-tapping screws. Ensure equipment is clearly and permanently marked with manufacturer name or trademark and part number as well as date of manufacture or serial number. Ensure VIVDS is modular in design for ease of field replacement and maintenance. All printed circuit boards must have conformal coating to protect against moisture and fungus. 2.13. Electrical. Ensure equipment is designed to protect personnel from exposure to high voltage during installation,operation, and maintenance.Ensure all connections include the manufacturer recommend surge protective device(SPD). SPDs must not interfere with the performance of the VIVDS.VIVDS electrical design must be modular. Ensure the VIVDS operates on nominal 120 VAC.A power converter must be provided for devices that do not operate on nominal 120 VAC.Camera sensors must operate between 12 Voc and 28 Voc. 2.14. Environmental.All VIVDS devices must operate properly during and after being subjected to the environmental testing procedures described in NEMA TS2, Section 2.VIVDS cameras must be able to withstand the maximum wind load defined in the Department's basic wind velocity zone map standard without any damage or loosening from structure. 2.15. Connectors and Harnesses. External connections exposed to the outdoor environment must be made with weatherproof connectors.Connectors must be keyed to ensure correct alignment and mating. Ensure all conductors are properly color coded and identified. Ensure that every conductive contact surface or pin is gold-plated or made of a noncorrosive, nonrusting,conductive metal. 5-12 01-19 • Statewide 6306 RS-485 and RS-232 communication cables must: • be shielded,twisted pair cable with a drain wire, • have a nominal capacitance conductor to conductor @ 1Khz>_26pF/ft., • have nominal conductor DC resistance @ 68°F <_15 ohms/1,000 ft., • be one continuous run with no splices,and • be terminated only on the two farthest ends of the cable. 2.16. Documentation. Provide hardcopy operation and maintenance manuals,along with a copy of all product documentation on electronic media. Include the following documentation for all system devices and software: • operator manuals, • installation manuals with installation procedures, • maintenance and troubleshooting procedures,and • manufacturer's specifications(functional,electrical,mechanical,and environmental). Provide certification from an independent laboratory demonstrating compliance with NEMA TS2 environmental requirements for temperature, humidity,transients,vibration, and shock. Provide certification that VIVDS electronic equipment meets FCC Class B requirements for electromagnetic interference and emissions. Ensure the VIVDS system manufacturer has a quality assurance program for manufacturing VIVDS as described in this specification. Manufacturer of the VIVDS must be ISO 9001 certified,or provide a copy of the company quality manual for review. The VIVDS must pass testing to ensure functionality and reliability before delivery.Test results and supporting documentation, including serial number tested,must be submitted for each VIVDS. If requested, manufacturing data per serial number must be provided for each VIVDS. 2.17. Warranty.Warrant the equipment against defects or failure in design, materials,and workmanship for a minimum of 5 yr.or in accordance with the manufacturer's standard warranty if that warranty period is greater. The start date of the manufacturer's standard warranty will begin after the equipment has successfully passed all tests contained in the final acceptance test plan.Any VIVDS equipment with less than 90%of its warranty remaining after the final acceptance test is completed will not be accepted by the Department. Guarantee that equipment furnished and installed for this project performs per the manufacturer's published specifications. Assign,to the Department,all manufacturer's normal warranties or guarantees on all electronic,electrical,and mechanical equipment, materials,technical data, and products furnished for and installed on the project. Malfunctioning equipment must be repaired or replaced at the Contractor's expense before completion of the final acceptance test plan. Furnish replacement parts for all equipment within 10 days of notification of failure by the Department. During the warranty period,technical support must be available via telephone within 4 hr.of the time a call is made by a user,and this support must be available from factory certified personnel. 2.18. Training. Conduct a training class for a minimum of 8 hr., unless otherwise directed,for up to 10 representatives designated by the Department on installation,configuration,operation, testing, maintenance, troubleshooting, and repair.Submit a training session agenda, a complete set of training material,the names and qualifications of proposed instructors,and proposed training location for approval at least 30 days before the training.Conduct training within the local area unless otherwise directed. Provide 1 copy of course material for each attendee. Ensure that training includes: • "Hands-on"operation of system software and equipment; • explanation of all system commands,their function and usage; and • system"troubleshooting,"operation, and maintenance. 6-12 01-19 Statewide 6306 3. CONSTRUCTION 3.1. System Installation. Install VIVDS devices and configure detection zones and settings as shown on the plans, in accordance with the manufacturer's recommendations,and as directed. Provide configuration file backups,including detector placement,names,communication settings, and output assignments. Completion of the work must present a neat,workmanlike,and finished appearance. VIVDS installer must be certified by VIVDS manufacturer in proper installation setup and procedures.VIVDS integrator must be certified by the manufacturer for training end users in the maintenance,configuration, and operation of VIVDS. Ensure VIVDS detector rack cards are properly installed and seated in the controller cabinet detector rack and use the card edge connector to obtain power and provide outputs. Rewiring the backplane or any other cabinet panel for the system is not permitted except for power and grounding for camera interface panels, wiring from the video camera sensor to the loop detector panel for the video signal inputs,as applicable, and wiring to obtain power for the VIVDS cameras. Mount and aim cameras in a manner that eliminates as much environmentally generated glare as possible. All wiring must be cut to proper length before assembly. Provide cable service loops.All cable slack must be neatly laced and placed in the bottom of the cabinet. Ensure cables are secured with clamps. Ensure cables between the controller cabinet and VIVDS cameras are continuous with no splices. Provisions must be made for installation and configuration of software on Department computers. 3.2. Temporary Use.When shown on the plans,the VIVDS equipment must be used to provide vehicle detection on a temporary basis.When the permanent vehicle detection system and related equipment are installed and made operational,the VIVDS equipment must be carefully removed and delivered to the location shown on the plans. 3.3. Mechanical Components. Ensure that all fasteners, including bolts, nuts,and washers with a diameter less than 5/8 in.are Type 316 or 304 stainless steel and meet the requirements of ASTM F593 and ASTM F594 for corrosion resistance. Ensure that all bolts and nuts 5/8 in.and over in diameter are galvanized and meet the requirements of ASTM A307. Separate dissimilar metals with an inert dielectric material. 3.4. Wiring.All wiring and electrical work supplying the equipment must meet the requirements of the most current version of the National Electrical Code(NEC). Supply and install all wiring necessary to interconnect VIVDS cameras to the controller cabinet and incidentals necessary to complete the work. If additional cables are required,the Contractor must furnish and install them at no additional cost to the Department. Provide conductors at least the minimum size indicated on the plans and insulated for 600 V. Cables must be cut to proper length before assembly. Provide cable slack for ease of removal and replacement.All cable slack must be neatly laced with lacing or straps in the bottom of the cabinet. Ensure cables are secured with clamps and include service loops. 3.5. Electrical Service.The Contractor is responsible for checking the local electrical service to determine if a modification is needed for the equipment. 3.6. Grounding.Ensure all VIVDS devices and supports are grounded in accordance with the NEC and manufacturer recommendations. 3.7. Relocation of VIVDS Field Equipment. Perform the relocation in strict conformance with the requirements herein and as shown on the plans.Completion of the work will present a neat,workmanlike, and finished appearance. Maintain safe construction practices during relocation. 7-12 01-19 Statewide 6306 Inspect the existing VIVDS field equipment with a representative from the Department and document any evidence of damage before removal. Conduct a pre-removal test in accordance with the testing requirements contained in this Item to document operational functionality. Remove and deliver equipment that fails inspection to the Department. Before removal of existing VIVDS field equipment,disconnect and isolate the power cables from the electric power supply and disconnect all communication cabling from the equipment located inside the cabinet. Coil and store power and communication cabling inside the cabinet until such time that it can be relocated. Remove existing VIVDS field equipment as shown on the plans only when authorized by the Engineer. Use care to prevent damage to any support structures.Any equipment or structure damaged or lost must be replaced by the Contractor(with items approved by the Engineer)at no cost to the Department. Make all arrangements for connection to power and communications including any permits required for the work to be done under the Contract. Provide conductors for the power connection at least the minimum size indicated on the plans and insulated for 600 V.Meet the requirements of the NEC most current version. 3.8. Removal of VIVDS Field Equipment. Perform the removal in strict conformance with the requirements herein and as shown on the plans.Completion of the work will present a neat,workmanlike,and finished appearance. Maintain safe construction practices during removal. Disconnect and isolate any existing electrical power supply before removal of existing field equipment. Use care to prevent damage to any support structures.Any equipment or structure damaged or lost must be replaced by the Contractor(with items approved by the Engineer) at no cost to the Department. All materials not designated for reuse or retention by the Department will become the property of the Contractor and be removed from the project site at the Contractor's expense. Deliver items to be retained by the Department to a location shown on the plans or general notes.The Contractor is fully responsible for any removed equipment until released by the Engineer. 3.9. Contractor Experience Requirements. Contractor or designated subcontractor must meet the following experience requirements: 3.9.1. Minimum Experience.Three years of continuous existence offering services in the installation of VIVDS. 3.9.2. Completed Projects.Three completed projects where personnel installed,tested, and integrated VIVDS field equipment.The completed installations must have been in continuous satisfactory operation for a minimum of 1 yr. 3.9.3. Equipment Experience. One project(may be 1 of the 3 projects in the preceding paragraph)in which the personnel worked in cooperation with technical representatives of the equipment supplier to perform installation, integration,or acceptance testing of the work.The Contractor will not be required to furnish equipment on this project from the same supplier who was referenced in the qualification documentation. Submit the names, addresses,and telephone numbers of the references that can be contacted to verify the experience requirements given above. 4. TESTING Ensure that the following tests are performed on equipment and systems unless otherwise shown on the plans.The Department may witness all the tests. 4.1. Test Procedures Documentation. Provide an electronic copy of the test procedures and blank data forms 60 days before testing for each test required on this project. Include the sequence of the tests in the 8-12 01-19 Statewide 6306 procedures.The Engineer will approve test procedures before submission of equipment for tests. Conduct all tests in accordance with the approved test procedures. Record test data on the data forms as well as quantitative results. Ensure the data forms are signed by an authorized representative(company official)of the equipment manufacturer. 4.2. Design Approval Test. Ensure that the VIVDS has successfully completed a Design Approval Test that confirms compliance with the environmental requirements of this specification. Provide a certification and test report from an independent testing laboratory as evidence of a successfully completed Design Approval Test. Ensure that the testing by this laboratory is performed in accordance with the requirements of this specification. 4.3. Demonstration Test.Conduct a Demonstration Test on applicable equipment at an approved Contractor facility.Notify the Engineer 10 working days before conducting this testing. Perform the following tests: 4.3.1. Examination of Product. Examine each unit carefully to verify that the materials,design,construction, markings,and workmanship comply with the requirements of this specification. 4.3.2. Continuity Tests.Check the wiring to determine conformance with the requirements this specification. 4.3.3. Operational Test.Operate each unit for at least 15 min.to permit equipment temperature stabilization and observation of a sufficient number of performance characteristics to ensure compliance with this specification. 4.4. Stand-Alone Test.Conduct a Stand-Alone Test for each unit after installation.The test must exercise all stand-alone(non-network)functional operations. Notify the Engineer 5 working days before conducting this test. 4.4.1. Performance Test.Ensure the VIVDS meets functional performance requirements of Section 2.55 using the following methods: Verify presence detection accuracy at installed field sites by comparing sample data collected from the detection system with ground truth data collected by human observation. Collect samples and ground truth data for each detection zone for a minimum of 5 minutes during a peak period and 5 minutes during an off- peak period. Ensure the sample period for each zone includes a minimum of 3 vehicles. Perform tests in the presence of the Engineer. Recorded video of all cameras showing vehicle detections during a 24 hr.period at each intersection must be provided within 30 days upon request.This video must allow verification of proper camera placement,field of view,focus,detection zone placement,and operation. 4.5. System Integration Test.Conduct a System Integration Test on the complete functional system. Demonstrate all control and monitor functions for each system component and operate the system for 72 hr.. Supply 2 copies of the System Operations manual before the System Integration Test. Notify the Engineer 10 working days before conducting this testing.The Department may witness all the tests.Conduct a System Integration Test on the complete functional system. Demonstrate all control and monitor functions for each system component for 72 hr. Supply 2 copies of the System Operations manual before the System Integration Test. Notify the Engineer 10 working days before conducting this testing. 4.6. Consequences of Test Failure. If a unit fails a test,submit a report describing the nature of the failure and the actions taken to remedy the situation before modification or replacement of the unit. If a unit requires modification,correct the fault and then repeat the test until successfully completed.Correct minor discrepancies within 30 days of written notice to the Engineer. If a unit requires replacement,provide a new unit and then repeat the test until successfully completed. Major discrepancies that will substantially delay receipt and acceptance of the unit will be enough cause for rejection of the unit. 9-12 • 01-19 Statewide 6306 If a failure pattern develops in similar units within the system,implement corrective measures, including modification or replacement of units,to all similar units within the system as directed. Perform the corrective measures without additional cost or extension of the contract period. 4.7. Final Acceptance Test. Conduct a Final Acceptance Test on the complete functional system. Demonstrate all control, monitor,and communication requirements and operate the system for 90 days.The Engineer will furnish a Letter of Approval stating the first day of the Final Acceptance Test.The completion of the Final Acceptance Test occurs when system downtime due to mechanical,electrical,or other malfunctions to equipment furnished or installed does not exceed 72 hr. and any individual points of failure identified during the test period have operated free of defects. 4.8. Consequences of Final Acceptance Test Failure. If a defect within the system is detected during the Final Acceptance Test,document and correct the source of failure.Once corrective measures are taken,monitor the point of failure until a consecutive 30-day period free of defects is achieved. If after completion of the initial test period,the system downtime exceeds 72 hr.or individual points of failure have not operated for 30 consecutive days free of defects,extend the test period by an amount of time equal to the greater of the downtime more than 72 hr.or the number of days required to complete the performance requirement of the individual point of failure. 4.9. Relocation and Removal 4.9.1. Pre-Test.Tests may include,but are not limited to,physical inspection of the unit and cable assemblies. Include the sequence of the tests in the procedures along with acceptance thresholds. Contractor to resubmit,if necessary, rejected test procedures for final approval within 10 days. Review time is calendar days. Conduct all tests in accordance with the approved test procedures. Conduct basic functionality testing before removal of VIVDS field equipment.Test all functional operations of the equipment in the presence of representatives of the Contractor and the Department.Ensure that both representatives sign the test report indicating that the equipment has passed or failed each function. Once removed,the equipment becomes the responsibility of the Contractor until accepted by the Department. Compare test data before removal and test data after installation.The performance test results after relocation must be equal to or better than the test results before removal. Repair or replace those components within the system that failed after relocation, but passed before removal. 4.9.2. Post-Test.Testing of the VIVDS field equipment is for relieving the Contractor of maintenance of the system. The Contractor will be relieved of the responsibility for maintenance of the system in accordance with Item 7, "Legal Relations and Responsibilities,"after a successful test period.The Contractor will not be required to pay for electrical energy consumed by the system. After all existing VIVDS field equipment has been installed,conduct approved continuity,stand alone,and performance tests.Furnish test data forms containing the sequence of tests including all the data taken as well as quantitative results for all tests. Submit the test data forms to the Engineer at least 30 days before the day the tests are to begin.Obtain Engineer's approval of test procedures before submission of equipment for tests. Send at least 1 copy of the data forms to the Engineer. Conduct an approved stand-alone test of the equipment installation at the field sites.At a minimum, exercise all stand-alone(non-network)functional operations of the field equipment installed per the plans as directed. Complete the approved data forms with test results and turn over to the Engineer for review and either acceptance or rejection of equipment.Give at least 30 working days notice before all tests to permit the Engineer or his representative to observe each test. The Department will conduct approved VIVDS field equipment system tests on the field equipment with the central equipment.The tests will, as a minimum,exercise remote control functions and confirm communication with field equipment. 10- 12 01-19 Statewide 6306 If any unit fails to pass a test,prepare a report and deliver it to the Engineer. Describe the nature of the failure and the corrective action needed. If the failure is the result of improper installation or damage during reinstallation, reinstall or replace the unit and repeat the test until the unit passes successfully, at no additional cost to the Department or extension of the Contract period. 5. MEASUREMENT The VIVDS will be measured as each major system component furnished, installed, relocated, made fully operational, and tested or removed in accordance with this Special Specification or as directed. The VIVDS communication cable will be measured by the foot of the appropriate media type furnished, installed, made fully operational, and tested in accordance with this Specification,other referenced Special Specifications,or as directed. When the VIVDS is used on a temporary basis,the VIVDS will be measured as each system furnished, installed, made fully operational, including reconfiguration and removal if required by the plans, and tested in accordance with this Special Specification or as directed. This is a plans quantity measurement Item.The quantity to be paid is the quantity shown in the proposal unless modified by Article 9.2., "Plans Quantity Measurement."Additional measurements or calculations will be made if adjustments of quantities are required. When recorded,video is required. It will be paid for by each camera recorded. 6. PAYMENT 6.1. Furnish and Install.The work performed, materials, and all accompanying software furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for "VIVDS Processor System,""VIVDS Camera Assembly"of the various types,"VIVDS Central Control Software,""VIVDS Temporary,""VIVDS Cabling,"and"VIVDS Video Recording."These prices are full compensation for furnishing, configuring, placing, and testing all materials and equipment,and for all tools, labor,equipment,hardware,operational software packages,supplies,support,personnel training,shop drawings,documentation,and incidentals. These prices include all interfaces required for the field and remote communications links along with any associated peripheral equipment, including cables;all associated mounting hardware and associated field equipment;and incidentals required for a complete and fully functional video imaging vehicle detection system. 6.2. Install Only.The work performed and materials furnished in accordance with this Item will be paid for at the unit bid price for"VIVDS Processor System (Install Only),""VIVDS Camera Assembly(Install Only),""VIVDS Temporary(Install Only),"and"VIVDS Cabling(Install Only)."This price is full compensation for installing, configuring, integrating, and testing the completed installation, including VIVDS equipment, voltage converters or injectors,cables,connectors,associated equipment, and mounting hardware; and for all labor, tools,equipment,documentation,testing,training,software,and incidentals necessary to complete the work. 6.3. Relocate.The work performed and materials furnished in accordance with this Item will be paid for at the unit bid price for"VIVDS Processor System(Relocate),""VIVDS Camera Assembly(Relocate),""VIVDS Temporary(Relocate),"and"VIVDS Cabling (Relocate)."This price is full compensation for relocating and making fully operational existing equipment;furnishing and installing additional cables or connectors;testing, delivery,and storage of components designated for salvage or reuse;and all labor,tools,equipment and incidentals necessary to complete the work. 6.4. Remove.The work performed and materials furnished in accordance with this Item will be paid for at the unit bid price for"VIVDS Processor System(Remove),""VIVDS Camera Assembly(Remove),""VIVDS Temporary(Remove),"and"VIVDS Cabling (Remove)."This price is full compensation for removing existing 11 -12 01-19 Statewide 6306 equipment as shown on the plans;testing,delivery, and storage of components designated for salvage; and all labor, materials,tools,equipment, and incidentals necessary to complete the work. 12-12 01-19 Statewide 01000 SPECIAL PROVISIONS SPECIAL PROVISION SP686 SPECIAL PROVISION TO Standard Specification Item No. 686 Traffic Pole Assemblies (Steel) These special provisions serve to modify, add to, and/or delete from the TxDOT Standard Specification Item No. 686; Traffic Pole Assemblies, dated November 1, 2014, incorporated into this Project Manual. Any item, paragraph, article, or work contained therein unless specifically modified, added to or deleted herein shall apply where applicable. 5.1 Installation Replace With: The signal pole assemblies will be furnished by the City. This price is full compensation for assembling and erecting the pole upon a foundation; erecting required mast arms and luminaire arms; placing anchor bolts, nuts, washers, and templates; and materials, equipment, labor, tools, and incidentals. 648-r!...59R Specifications for Electrical Underground Distribution Systems from IDadmou n ted Transformation , Secondary Service Accounts Specification DDS-4 UG Revision 11 , March 2010 ONCOR ELECTRIC DELIVERY COMPANY SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS FROM PADMOUNTED TRANSFORMATION, SECONDARY SERVICE ACCOUNTS SPECIFICATION NUMBER DDS-4 UG TABLE OF CONTENTS SECTION 1- SCOPE Page 1 SECTION 2- REFERENCES Page 1 SECTION 3- DEFINITIONS Page 1 SECTION 4- GENERAL Page 1 SECTION 5- COMPANY RESPONSIBILITY Page 2 SECTION 6- CONTRACTOR RESPONSIBILITY Page 3 SECTION 7- ACCEPTANCE Page 6 ATTACHMENTS: DDS-4 UG Detail Sheets 1- 57 Copyright 2010 Oncor Electric Delivery Company. All rights reserved. ONCOR ELECTRIC DELIVERY COMPANY SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS FROM PADMOUNTED TRANSFORMATION, SECONDARY SERVICE ACCOUNTS SPECIFICATION NUMBER DDS-4 UG 1. SCOPE This document represents the minimum requirements and specifications for the installation of the electrical underground distribution systems fed from padmounted transformation, serving Secondary Service Accounts, to be transferred to Oncor Electric Delivery Company ownership. 2. REFERENCES This specification shall be used in conjunction with the latest edition of the following publications. 2.1 The Electric Service Guidelines, Oncor Electric Delivery Company. 3. DEFINITIONS 3.1 Company: Oncor Electric Delivery Company and its designated representatives. 3.2 Contractor: Individual or firm installing electric underground service to Secondary Service Accounts. 3.3 Authority Having Jurisdiction: Generally an incorporated City or Town, but may be an agency of the County, State or Federal Government. 3.4 Point of Delivery: The point where Company's conductors are connected to premise's conductors, typically at the padmounted transformer secondary terminals or the padmounted connection enclosure. 4. GENERAL 4.1 The latest edition of all applicable building and safety codes shall be followed in the installation of the electrical underground distribution system. Included, but not limited to, are the: 1 Copyright 2010 Oncor Electric Delivery Company. All rights reserved. 4. GENERAL (continued) 4.1.1 Local City Building and Fire Codes or any other applicable Codes for a particular project location 4.1.2 National Electrical Safety Code (NESC) 4.1.3 U.S. Occupational Safety and Health Act of 1970 (OSHA) 4.1.4 The American Concrete Institute (ACI) 4.1.5 The American Society for Testing and Materials (ASTM) 4.2 Upon receipt of all necessary information from the Contractor, a project sketch showing the route of the conduit line and other pertinent information will be furnished by the Company. 4.3 Prior to construction a meeting shall be held to discuss and coordinate construction and inspection. 4.4 The Company will require a signed easement at no cost or a filed plat incorporating Company easement requirements prior to the Company installing any electrical facilities. 4.5 Joint use ditch will be determined by the Company on an individual basis. 4.6 No electrical facilities shall be connected by the Company until after the final inspection is made and approval by the Authority Having Jurisdiction, as required by code, has been received. 5. COMPANY RESPONSIBILITY- The following shall be performed by, and the responsibility of, the Company: 5.1 The Company inspector is to inspect all conduit installations prior to the placing of backfill. 5.2 The Company inspector is responsible for all field changes and coordinates changes with the local Engineering office. 5.3 The Company inspector is to inspect all equipment pad installations prior to the laying of concrete. 2 Copyright 2010 Oncor Electric Delivery Company. All rights reserved. 5. COMPANY RESPONSIBILITY(continued) 5.4 After approval of the installed conduit system by the Company inspector, and after the Contractor has signed all appropriate contracts, agreements, easements and has paid any required CIAC (contribution in aid of construction), the Company shall • install service lateral cables up to the line side of the point of delivery. 5.5 Upon notification of final electrical inspection from the Authority Having Jurisdiction, the Company is to make final electrical connections at the point of delivery. 6. CONTRACTOR RESPONSIBILITY- The following shall be performed by, and the responsibility of, the Contractor: 6.1 The Contractor is to provide the Company a Site Plan, a Dimension Control Plan, an Elevation Plan, a Grading Plan and loading information. 6.2 The Contractor is to coordinate with the Company inspector for inspection of work prior to backfilling. 6.3 The Contractor is to provide personnel and vehicular access to the facility at all times. 6.4 The Contractor is to be held responsible for the full direction and supervision of all work being performed by his employees, agents or contractors. The Contractor shall also be responsible for the area at all times prior to acceptance, particularly in the - prevention of damage to the electrical distribution system by the activities of other trades and utilities. 6.5 All testing of concrete and backfill which is deemed necessary by the Company is to be performed by an independent testing laboratory at the Contractor's expense. 6.6 The Contractor is to replace at his expense any damaged equipment or work not in compliance with the requirements in these specifications, the project sketch, the DDS-4 UG Detail Sheets or as specified by the Company. 6.7 The Contractor is to furnish equipment and labor to lay out ditch, set grade, dig ditches,place conduit in ditch, set equipment pads and place electrical connection boxes. The line shall run in as straight alignment as practicable. All conduit and bends shall be Schedule 40 PVC or Schedule 80 PVC and shall be electrical grade. All PVC conduit and bends shall be gray in color. 6.8 The Contractor may be required to furnish a spare conduit in the same ditch with service conduit(s) and cap both ends at bends. 3 Copyright 2010 Oncor Electric Delivery Company. All rights reserved. 6. CONTRACTOR RESPONSIBILITY (continued) 6.9 The Contractor is to complete rough site grading, establish final grade at padmounted equipment locations and clear these locations of all obstructions. Any change in final grade which requires the lowering or raising of electrical conductors or associated equipment is at the expense of the Contractor. 6.10 Minimum vertical crossing clearance of electrical conduits from other utilities' conduits is twelve (12) inches. 6.11 A lateral separation of five (5) feet from electrical conduits to other utilities' conduits is required on private property. 6.12 No foreign pipes are permitted under the equipment pad area except gas, telephone and cable T.V. that are installed at the same time as the electrical facilities. Gas is allowed only if sleeved in polyethylene or Schedule 40 PVC. Telephone and cable T.V. are allowed only if installed in conduit. 6.13 Backfilling of conduit trenches under paved areas, around conduit bends and under transformer pad areas is to be compacted to 95% of the density of surrounding undisturbed soil as per ASTM D 698. Stabilization must be uniform to bottom of ditch. Alternative stabilization methods for backfilling around under transformer pad consist of two (2) sacks of cement mixed with earth backfill or the pouring of concrete backfill with transformer pad. An alternative method for backfilling around conduit bends consists of concrete backfill with bend. The method and location where used will be at the discretion of the Company. 6.14 Equipment pads are to be installed a minimum of three (3) inches above finished grade. No equipment pad shall be installed in a pit below the finished grade of the surrounding area. 6.15 Equipment pads are to have a clear area surrounding the pad installation for safety, operation and maintenance purposes. Refer to DDS-4 UG Detail Sheets 51, 52, 53 and 54 for layout and dimensions. 6.16 Piers and/or beams are required on all equipment pads unless waived by the Company inspector. If required, stabilization method(s) will be determined by the Company inspector. The depth shall extend to rock or a change in soil conditions sufficient to bear the load of pad and transformer to prevent settlement due to undercutting for conduit bend installation or washing due to drainage. 6.17 The Contractor has the option of installing manufactured transformer pads or poured in place pads. However, where terrain will not permit the installation of a manufactured equipment pad as determined by the Company, the Contractor is to install a poured in place equipment pad. For details, refer to the DDS-4 UG Detail Sheets. 4 Copyright 2010 Oncor Electric Delivery Company. All rights reserved. 6. CONTRACTOR RESPONSIBILITY (continued) 6.18 Concrete forms are to be tight and aligned so when forms are removed the finished surface shall require little, if any, corrective measures. Concrete work is to have an acceptable finish free of honeycombs, sharp or irregular surfaces. 6.19 Contractor is to pull a mandrel through each conduit to check and clear blockage and leave an approved pull tape in each conduit. Pull tape shall be furnished by the party providing conduit and shall be installed by Contractor. Mandrel shall be furnished by Contractor. Conduit shall be plugged at both ends. Reference DDS-4 UG Detail Sheet 7 for approved pull tapes. 6.20 Approved self-contained meter sockets or approved meter packs are to be provided and installed by the Contractor. Transocket meter bases and service enclosures (when required) are to be provided by the Company and installed by the Contractor. Reference the Electric Service Guidelines for approved self- contained meter sockets. Contact Company for approval of meter packs prior to letting bids and installing equipment. 6.21 For single occupant, C. T. metered Secondary Service accounts fed from padmounted transformation, the Contractor is to provide, install and maintain the underground raceway(s) and conductors to the secondary terminals of the transformer. The Contractor shall provide compression type connectors and the Company shall install these connectors on the Contractor's conductors and connect to the secondary terminals of the transformer. The meter will be located at or on the transformer secondary terminal enclosure. Reference the Electric Service Guidelines for approved compression type connectors. 6.22 In cases where the number of service conductors to a padmounted transformer is in excess of the physical connection capabilities of the secondary terminals, a padmounted connection enclosure separate from the transformer shall be used. The Contractor is to (1)provide, install and maintain the underground raceways and conductors to the load side of the connection enclosure, and (2) provide and install the underground raceways between the connection enclosure and the transformer pad. The service lateral conductors between the transformer secondary terminals and the source side of the connection enclosure shall be supplied, installed, connected and maintained by the Company. The Contractor shall provide compression type connectors and the Company shall install these connectors on the Contractor's conductors and connect to the load side of the connection enclosure. Reference the Electric Service Guidelines for approved compression type connectors. 5 Copyright 2010 Oncor Electric Delivery Company. All rights reserved. 6. CONTRACTOR RESPONSIBILITY (continued) 6.23 If socket type metering fed from padmounted transformation is utilized, the Contractor is to mount the meter socket on the building(s) with the location approved by the Company and provide, install and maintain the underground raceway(s) and conductors to the transformer secondary terminals. The Contractor shall provide compression type connectors and the Company shall install these connectors on the Contractor's conductors and connect to the secondary terminals of the transformer. Reference the Electric Service Guidelines for approved compression type connectors. 6.24 For multiple occupancy Secondary Service accounts fed from padmounted transformation, the Contractor is to provide, install and maintain (1) the conductors and associated raceways from the service enclosure to the padmounted transformer and (2) the conductors and associated raceways from the service enclosure to the line side of the meters. The Contractor shall provide compression type connectors and the Company shall connect the Contractor's conductors to the secondary terminals of the transformer. Reference the Electric Service Guidelines for approved compression type connectors. 6.25 For multiple occupancy Secondary Service accounts utilizing meter packs fed from padmounted transformation, the Contractor is to provide, install and maintain the conductors and associated raceways from the meter pack enclosure to the padmounted transformer. The Contractor shall provide compression type connectors and the Company shall connect the Contractor's conductors to the secondary terminals of the transformer. Reference the Electric Service Guidelines for approved compression type connectors. 6.26 The Contractor is to secure inspection and approval of premise's facilities by the Authority Having Jurisdiction prior to the connection of electrical facilities. 6.27 Meter sockets to multi-metered locations shall be clearly and permanently marked by Contractor on the exterior and interior of the meter socket to indicate each location served. Engraved or stamped metal, weather resistant placards shall be used on the exterior of the meter socket and be permanently affixed. Permanent marker or other acceptable method shall be used to mark the location on the inside of the meter socket (at a location other than the cover) where it can be easily read. 7. ACCEPTANCE 7.1 The Company inspector shall meet with the Contractor and review the project prior to acceptance. Electrical facilities will be installed as approved by the Company inspector only after acceptance of the project. 6 Copyright 2010 Oncor Electric Delivery Company. All rights reserved. 4"MIN DOME TOP FOR _ 12"MIN SETTLING 1 ; FINISHED : • i\\ \\\ : •• \\\ \\\\ \\\\ GRADE \\\\ \\\ •• : \\'\\\ii : . : . • • • •, • , : : 3" MIN.CONDUIT ▪ • ' : • . . 12" MIN.DIRECT BURIED : , o . 30" :• • : 30" MIN • MIN TAMPED ' g • • • •• : BACKFILL : • ' : • E • • . -. . • : . .0 • 1 PRIMARY CONDUIT 2 PRIMARY CONDUITS 4"MIN 12"MIN DOME TOP FOR _ SETTLING FINISHED • • ~-\ \\\\A \\\� \\�\\A \\\ GRADE \\\\ \\\ : : • • \\\ \\\\A TAMPED : ' • ' ' 24" • : . BACKFILL . : . MIN . • . . • 3" MIN• .CONDUIT • 30" • 30" : •' 12" MIN.DIRECT BURIED •• • -4- •• • MIN :0- :: MIN : • . • • • • • • • • • • . . . 3" MIN.CONDUIT , • ' : . • : :• • : _ 12" MIN.DIRECT BURIED ; • : • • • • 014. 1 PRIMARY CONDUIT AND 1 PRIMARY CONDUIT AND 1 SECONDARY CONDUIT 1 SECONDARY CONDUIT VERTICALLY ARRANGED HORIZONTALLY ARRANGED NOTES: 1. CONSULT COMPANY REPRESENTATIVE FOR CONDUIT SIZE. 2. SEE DETAIL SHEETS 7 AND 8 FOR NOTES AND INSTRUCTIONS. 3. SEPARATION DIMENSIONS APPLY TO COMPANY CONDUITS OR CABLES ONLY. MAINTAIN 12" SEPARATION BETWEEN COMPANY CONDUITS OR CABLES AND FOREIGN CONDUITS OR CABLES. Cc.1.9DR TRENCH REQUIREMENTS DDS-4 UG DETAIL SHEET 2 OF 57 03 - 10 LT] NOTE 1 ► DOME TOP FOR SETTLING g FINISHED GRADE e °• ° p YL .4 _ - Il Ar_w. .A., A °.'°•. ti•e e• :°_ — Q =11=11=11=11.=11===11=111=11=11=11 , 1 1=1111. 11.=11i=11=11111 ii=ii • A• ..A A A.• - — �=1=11.=11�11.=11-11 , =11.=11.=11111.�11*1 e • e. •° .A 11.=11--11=11 •e s Il:il IL�I.IIIIIi llvi ••.•,A. e •e•,A A II=11=1111IjIIjI 11. 11=11 0 A • ▪ •. ,p A. I I.11111 IIIIII •A A ▪ •°. ° : 24" MIN Z I I�� If •VA% 6.• 6:'°. N. :.A I II I 1� o III A e p p.• e• e, e. , —II 17MOH- •• ,A•°: p •e A A .° a -I I j II 11 ••A •p• A.. • - g I.IIIIII e • . .e• '°A, •p p•. TAMPED • '' e•A.• 48" MIN PLUS GAS PIPE AND ►••e - B BACKFILL i " . A. •••p_ COMMUNICATION CONDUIT NOTE 6 . ° '� e• t• A,e• `• c.• ••-��� � OUTSIDE DIAMETERS GAS MAIN �: o:► �. .. NOTES 4 & 5 °•,.A •, A • °.4IvIIvIIIIC e o 1MIE 1 •COMMUNICATION CONDUIT ••°` •.° • • o p A .i=II=IIII.' 12" MIN • p •• •• e • • j 11E11 p . e , o. 1 II e I I I • • I II III t •A .o •p .• '• '.p, •, .1 O�11 12" MIN e L _ III _ ELECTRIC CONDUITS 1,2 OR 3 PRIMARY AND /OR SECONDARY CONDUITS.NOTES 2 & 3 NOTES: 1. 12" MIN.WITH MORE THAN ONE ELECTRICAL SUPPLY CONDUIT. 4"MIN.WITH ONE ELECTRICAL SUPPLY CONDUIT (IN SOLID ROCK PIPE DIAMETER DETERMINES MIN.WIDTH). 2. AMPACITIES ARE REDUCED FOR MULTIPLE CIRCUITS IN A TRENCH. 3. SEE DETAIL SHEETS 7 AND 8 FOR NOTES AND INSTRUCTIONS. 4. THE GAS LINE IN A JOINT TRENCH SHALL BE POLYETHYLENE. 5. WHEN A GAS LINE CROSSES UNDER AN ENCLOSURE SUCH AS A PEDESTAL,PADMOUNT TRANSFORMER OR SPLICE/PULL BOX,IT WILL BE SLEEVED IN A SECTION OF POLYETHYLENE OR SCHEDULE 40 PVC. THE SLEEVE WILL EXTEND A MINIMUM OF THREE FEET BEYOND THE EDGE OF THE ENCLOSURE ON EACH SIDE. MAINTAIN A 12"SEPARATION BETWEEN GAS LINE AND ELECTRICAL SUPPLY CONDUIT(S). 6. BACKFILL MATERIAL AND COMPACTION SHALL MEET OR EXCEED EACH UTILITY'S SPECIFICATIONS. TRENCH REQUIREMENTS C Ilicil— R JOINT USE ELECTRIC, GAS AND COMMUNICATION DDS-4 UG DETAIL SHEET 3 OF 57 03 - 10 G i W DOME TOP FOR S SETTLING gs 4 \kr:—2 7 7:. ° •° ° GRADE FINISHED g A • ° • 6••6 ••6• °• 1— I —IJ-11m1111=-6--1=1-7 d , + II=11=&14:41= I11 ii=-441=--- - m11 I1a111=11=1 d . 6 d 1=11=11111=11=11=11=11 =11=11=11 • •.6 11=11=11=11=11=11= • . — • w 111 .. 11 ° ' .a If1 1 1 1111 : 11 1 mI 11.11 . d ' d11=1 11:�1� " =11111�11=1 . ° ° d • 1=11=11111=11=11. I1 AlTA d' . d• ' d •d• d• a1H= — o 11=11 d•• , : =11=11=11=11I..'I11V1 • •6 , °. d , • I . . 11- 11 . • . °• d•° •,6 1=11=III= 11=11 • • . • • 11=11=11= 1.11.1 ••'d .d • • • .6 •1I=11=11111=11.11=11. '.d • • ,d 11=11=11 8 InI '° • ° . • d • ,11n1 1a1 6 11=1;o .d . • d • o. II:II11111 °'• ' ' d•' I17r17111 a 24"MIN 11=11 • L. d a ,d. 111 •11.1 • da , • : Iha• NOTE 1 p d •d ° ° 1uisl . •od ° ::1 11=11 d 4 d a d • ° d =11=11 Z �II•I •,a d.. •d •' 11111 8 1:11 IIJI'I .. d.•• °• d •, • ••••d 11.111 1:1 TAMPED 36" MIN PLUS 11111.�1• d ,d. d• GAS PIPE OUTSIDE I1j11'I ..d ••°.• • °• ' • :II=71: BACKFILL DIAMETER III:11.��:1 , ,a NOTE 3 d• ,'°; 111=u NOTE 7 NOTE 4 IIII:�I:11: 1 ••• ►;•.'h I4. 11111:�I71111 . 'd d: • ••••°' .d' •1.11-1. •.a II: • .dIIT 1u11=11=�1 I O•. ° ° .° ° �I It COMMUNICATION SPACE 4 GAS MAIN Ire :.:. I( . • d•.•d . 6.' d• °O :A=. ° a 11= • 1 1 IA ' f . , •o• 1111 1 11=116 .d , : . • •111 d 111�1 SPACE II"II-1—•.• . • 'd,d . n =1112" MIN In1nI1 . • ' • a• ',II III • I 111 . , • • ir NOTE 2 IUII II •. • •• .a ° • • .4: ii 11•/ ii=ii., d , ° • d 1I 11.11.11• . 1.11. 1111 ' • .d• • • ° °' ° • II1' II 111s11: 11 • d I: II 1111=6 ' ° • • •6•.6. 111 111111.i d .d . ..6, °. ° II: 11:id, • a If=1 I idA �.� .[ uu �' dI�L -u- =u- =u �ll II ITI B. II I, =111. ELECTRIC CONDUITS 1,2 OR 3 PRIMARY AND /OR SECONDARY NOTE 5 NOTES: 1. MINIMUM 24"DEPTH TO TOP OF BOTH GAS PIPE AND COMMUNICATION FACILITIES.TELCO SHALL NOT BE PLACED ABOVE THE GAS PIPE. 2. MINIMUM 12"VERTICAL SEPARATION BETWEEN SURFACE OF GAS,COMMUNICATION FACILITIES AND ELECTRICAL CONDUITS. 3. MINIMUM 12"HORIZONTAL SEPARATION BETWEEN SURFACE OF COMMUNICATION FACILITIES AND GAS PIPE. 4. MINIMUM 36"DEPTH PLUS PIPE OUTSIDE DIAMETER TO TOP OF ELECTRICAL CONDUITS. 5. TRENCH MUST BE WIDE ENOUGH TO ENSURE 12"SEPARATION AT ALL POINTS BETWEEN THE GAS MAIN AND COMMUNICATION FACILITIES. 6. THE GAS PIPE SHALL ONLY BE PLACED AGAINST UNDISTURBED SOIL THAT IS FREE OF STONES AND WHERE THERE ARE NO HARD PARTICLES LARGER THAN ONE-HALF INCH. 7. BACKFILL MATERIAL AND COMPACTION SHALL MEET OR EXCEED EACH UTILITY'S SPECIFICATIONS. JOINT USE TRENCH WITH C lc:9DR GAS, ELECTRIC AND COMMUNICATION DDS-4 UG DETAIL SHEET 4 OF 57 03 - 10 DOME TOP FOR NOTE 1 SETTLING W "Si FINISHED GRADE ° °• A o--r� n___— 3'�u-n�11— ° •°:'°•. ti••°• :n 1�r- r-— I �IIIII ' A =T1=T1 u 11 n=140d .u=Tl=u' upu�=•T4 i-a—u.11—u: _1=n=11.=11�11=11011111=5•=1 ' ° •,° .• ° • • ' 11=11111=11t1-— . lig 11=11=11=11=11 • °'• • 11=11=11.= a - =11r11011111=11=1 • e. • e • imirpiiiii pIIt11=11.=.11 ° . e • 11=11=11. II:��.II.VIII!JL��I • . ••A A•°. .••.A A . = 1:.11�1 11 11= ,. II= 11= I ;° . ••° • ••e•. I- III! 1IL=11111=11=1 • ti ° '° . ti• °• eI 1 .I E =1= ° • °• • .. •TAW 11=II=11. Y 11=1E11=11.=1 : • '°• • • °•.e'• 1..II..I 11=11.=1I. e, : •• •°�'• : •,° •=1I�II 'TRw I: •°. ° °. ° .1=11: u. n. 'e n n III:III:II:III:I •'°,. a °.° •ti•/,A ••A41 11 24" MIN 0 11=11 A ° o e.e• e, =11=11 1.•11 1 •A ' L JI• I 11.=11.— : •° A •° A• A ,° A 11.=11. 111.11. 1 • A • .,A• A.. 1�I11.11. TAMPED I:71=11'1 e •, • •° ' °A. 'A .°•••I•11.[1 I=1' e •. 11=11: BACKFILL •°' •A A.•'L'.1I. III 36" MIN PLUS ••°., f.�11.�1 GAS PIPE OUTSIDE e : °=11=11 •NOTE 6 .°, • °.. . 1•n•nl DIAMETER GAS MAIN I�',II''I ° ,O°6. ° •OW NOTES 4 & 5111;I1 a °' .'.e • °. .e . 11l1 •° ••° • •e. I .IGR1 ti'A :•A.. y.p . • .e 11=11=. •°• • • • 11.111 1 : .•o:••°.•• •' .'o.. 12" MIN 6. .° • • • 11=11.= •o .° e •A. . : Ail:1 ° 5 =u. l 11=III. 11=1° 1 1 11=II VI= IA 1 i I=IL .11 I - ELECTRIC CONDUITS 1,2 OR 3 PRIMARY AND /OR SECONDARY CONDUITS.NOTES 2 & 3 NOTES: 1. 12" MIN.WITH MORE THAN ONE ELECTRICAL SUPPLY CONDUIT. 4" MIN.WITH ONE ELECTRICAL SUPPLY CONDUIT (IN SOLID ROCK PIPE DIAMETER DETERMINES MIN.WIDTH). 2. AMPACITIES ARE REDUCED FOR MULTIPLE CIRCUITS IN A TRENCH. 3. SEE DETAIL SHEETS 7 AND 8 FOR NOTES AND INSTRUCTIONS. 4. THE GAS LINE IN A JOINT TRENCH SHALL BE POLYETHYLENE. 5. WHEN A GAS LINE CROSSES UNDER AN ENCLOSURE SUCH AS A PEDESTAL,PADMOUNT TRANSFORMER OR SPLICE/PULL BOX,IT WILL BE SLEEVED IN A SECTION OF POLYETHYLENE OR SCHEDULE 40 PVC.THE SLEEVE WILL EXTEND A MINIMUM OF THREE FEET BEYOND THE EDGE OF THE ENCLOSURE ON EACH SIDE.MAINTAIN A 12"SPARATION BETWEEN GAS LINE AND ELECTRICAL SUPPLY CONDUIT(S). 6. BACKFILL MATERIAL AND COMPACTION SHALL MEET OR EXCEED EACH UTILITY'S SPECIFICATIONS. CC,...h11-29DR TRENCH REQUIREMENTS JOINT USE ELECTRIC AND GAS DDS-4 UG DETAIL SHEET 5 OF 57 03 - 10 d rn a NOTE 1 . DOME TOP FOR SETTLING scg a FINISHED GRADE 1----7- -----5-1***/ ° °• ° 1 �. 1=11=11—11— :11111.-11-1 •°, AA °•'° • c e A' • , -JI.—. 1 1 1 1—I 11.=11=11-11=11i=1=11=11=11 J1=11=11. 11=11. II.=1�=11011*11=11=11: 1=11=11=11=11=11 J1111=11=1 ' ° '.° . ° • • 1=11=11111=J1=1. s .1=11=11=II=II=11=11. • m• • 11=11=11= R _ =11=11 11111=11=1 e, .° 1.411=11111 J 11=11=11=11. ° •e 1111.JI W 11:11:11=1IIII.11:11:11 I ,A °•° .'•,A A .1:11:11:11.IIIII= • 11=IIIII=11=1 % A .'°•. ti .°• IIaIIaiI 111=:11111:=:11:=:1 °• °•A •A ' ': 11111 =11=11=11 •• •• • ' •• qII-=III 11:=11111=11:=1••A. ,e•.°•,,•, • e..°• 11.11 1 • �, °. ° o illl�l�l :e••e•▪ A �'▪ • ;II�II. JI�11 •.°ti'o' ° °', ti'o• .'°1111J11 I111 ° •• II�II..I 11=11 A ° o e, °• °• • • :IE I [ 11•I •A II•11.� g 11=I1- . A• •• A •A e' A A A gII.=111. 1•11.s1 • • e •°A. • A..' .•II�1 V A TAMPED 1=1 a II=11' -►•e .° e •11=JI.=111 BACKFILL HI .•° • 4Ifj111 NOTE 4 1.11J •°.• °.e 'A °•• !111.1111 36" MIN. •• ' .• •'II..II=IIII • .°• ' . .141! �I la •°Q' .•°A °°' 11:li-AiIIr III: OTHER UTILITY '.° u- III- COMMUNICATION ` .,° a • e A .•, 11" CONDUIT =1 • ° ' ° i n it 1.�1:II:s1:� •,p • ° • • ° .IIA1=111.1111 1.1111 1 :•e•, %• °II.'11"11111 1111111•: • A. . .. .II _ s A I�I..II.A1 °. • •& ••e. 'I1611= �u�l • . • :Vigil' 12" MIN 11III!111 I 11- .A A.'A• '° • ' •▪ 'A :'°-11=11 1. ° o E=E : . I=F rn . • R. =.4 a 1 ua. —fin ' _ I� a111�11 'I 1 =L, 11111. 1r ELECTRIC CONDUITS 1,2 OR 3 PRIMARY AND /OR SECONDARY CONDUITS.NOTES 2 & 3 NOTES: 1. 12"MIN.WITH MORE THAN ONE ELECTRICAL SUPPLY CONDUIT. 4"MIN.WITH ONE ELECTRICAL SUPPLY CONDUIT (IN SOLID ROCK PIPE DIAMETER DETERMINES MIN.WIDTH). 2. AMPACITIES ARE REDUCED FOR MULTIPLE CIRCUITS IN A TRENCH. 3. SEE DETAIL SHEETS 7 AND 8 FOR NOTES AND INSTRUCTIONS. 4. BACKFILL MATERIAL AND COMPACTION SHALL MEET OR EXCEED EACH UTILITY'S SPECIFICATIONS. TRENCH REQUIREMENTS Ccill--12C9R JOINT USE ELECTRIC AND COMMUNICATION DDS-4 UG DETAIL SHEET 6 OF 57 03- 10 ci I w N w 2 g ca 1. TRENCH ALIGNMENT SHALL BE AS STRAIGHT AS CONDITIONS PERMIT. ANY DEVIATIONS FROM PLANNED ALIGNMENT SHALL HAVE PRIOR APPROVAL BY THE PROJECT ENGINEER/INSPECTOR. ALL TRENCH CUTS SHALL BE IN ACCORDANCE > WITH EXISTING SAFETY REGULATIONS IN EFFECT. c. 2. TRENCH BOTTOM SHOULD BE UNDISTURBED,TAMPED,OR RELATIVELY SMOOTH EARTH. WHERE EXCAVATION IS IN ROCK,THE CONDUIT SHOULD BE LAID ON A LAYER OF CLEAN BACKFILL. 6 3. ALL BACKFILL SHOULD BE FREE OF DEBRIS OR OTHER MATERIAL THAT MAY DAMAGE THE CONDUIT SYSTEM OR CAUSE SETTLING. THE MATERIAL SHOULD FILL THE VOIDS AROUND THE CONDUIT TO PREVENT HOT SPOTS & g SETTLING. g $ 4. BACKFILL SHOULD BE ADEQUATELY COMPACTED. BACKFILL NOT UNDER PAVEMENT SHOULD BE COMPACTED TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. BACKFILL UNDER PAVEMENT SHOULD BE COMPACTED TO NOT LESS THAN 95% OF THE DENSITY OF UNDISTURBED SOIL AS DETERMINED BY ASTM D-698. 5. SEE SHEET 8 FOR INSTRUCTIONS FOR JOINING PVC CONDUIT. 6. EACH CONDUIT RUN SHALL BE CHECKED BY PULLING A MANDREL THROUGH THE ENTIRE LENGTH AT THE COMPLETION OF THE CIVIL INSTALLATION. 7. A PULL TAPE SHALL BE LEFT IN EACH CONDUIT. CONDUIT SHALL BE PLUGGED AT BOTH ENDS. APPROVED PULL TAPES CONDUIT SIZE MANUFACTURER CATALOG NO. TSN 1",2",3" & 4" ARNCO BL—WP25 321068 NEPTCO,INC. WP2500P 6" ARNCO BL—WP60 397616 NEPTCO,INC. RP6000N 8.CONTACT COMPANY REPRESENTATIVE FOR TRENCH DIMENSIONS FOR MORE THAN 2 CONDUITS IN SAME DITCH. INSTALLATION OF CONDUITS C ‘,...1-.20,C9R NOTES AND INSTRUCTIONS DDS-4 UG DETAIL SHEET 7 OF 57 03 - 10 G i THE CHEMICALS USED IN SOLVENT WELDING OF CONDUIT ARE INTENDED TO PENETRATE THE SURFACE OF BOTH N PIPE AND FITTING,WHICH AFTER CURING RESULT IN A COMPLETE FUSION AT THE JOINT. THE OVER-USE OR g UNDER-USE OF CHEMICALS RESULTS IN LEAKY JOINTS OR WEAKENED PIPE. A. CLEAN CONDUIT BY WIPING OFF ALL DUST,DIRT AND MOISTURE FROM SURFACES TO BE CEMENTED EITHER BY MECHANICAL OR CHEMICAL CLEANING. 1 24 24 1. MECHANICAL CLEANING - FINE ABRASIVE PAPER OR CLOTH (180 GRIT OR FINER)OR CLEAN OIL-FREE STEEL WOOL. g52 w 2. CHEMICAL CLEANING - CLEANER RECOMMENDED BY MANUFACTURER OR EQUIVALENT (METHYL ETHYL g KETONE - MEK). 6 g B. WITH A NON-SYNTHETIC BRISTLE BRUSH APPLY AN EVEN COATING OF CEMENT TO THE OUTSIDE OF THE PIPE g AND INSIDE THE SOCKET. MAKE SURE THAT THE AMOUNT OF CEMENT APPLIED TO THE CONDUIT IS EQUAL TO THE DEPTH OF THE SOCKET. BEFORE ASSEMBLY,IF SOME EVAPORATION OF SOLVENT FROM THE SURFACES TO BE JOINED IS NOTED,REAPPLY CEMENT,THEN ASSEMBLE. IF CEMENT BEING USED HAS AN APPRECIABLE CHANGE IN VISCOSITY OR SHOWS SIGNS OF JELLING,IT SHALL BE DISCARDED. IN NO CASE SHALL THINNER BE USED IN AN ATTEMPT TO RESTORE JELLED PVC CEMENT. THINNER MAY ONLY BE USED TO CHANGE THE VISCOSITY OF A MEDIUM BODIED CEMENT TO THAT OF A REGULAR BODIED CEMENT FOR APPLICATION ON PVC PIPE SMALLER THAN 2 V2 INCH DIAMETER. A MEDIUM BODIED CEMENT SHALL BE USED ON 2 V2 TO 6 INCH PVC PIPE. IN COLD WEATHER,USE A PRIMER TO SOFTEN THE JOINING SURFACES BEFORE APPLYING CEMENT. ALLOW LONGER CURE TIME. (SEE ITEM E). C. JOIN PIPE WITHIN 20 SECONDS OF APPLYING CEMENT.TURN THE PIPE V4 TURN TO ENSURE EVEN DISTRIBUTION OF CEMENT ON SURFACES TO BE BONDED. MAKE SURE THAT PIPE IS INSERTED TO THE FULL DEPTH OF THE SOCKET. D. CLEAN OFF ANY BEAD OR EXCESS CEMENT THAT APPEARS AT THE OUTER SHOULDER OF THE FITTING. EXCESS CEMENT ALLOWED TO REMAIN IN CONTACT WITH THE MATERIAL IS APT TO CAUSE WEAKENING OF THE MATERIAL,AND SUBSEQUENT FAILURE. E. NEWLY ASSEMBLED JOINTS SHOULD BE HANDLED CAREFULLY UNTIL THE CEMENT HAS CURED TO THE RECOMMENDED SET PERIOD. SET PERIODS ARE RELATED TO THE AMBIENT TEMPERATURE AS FOLLOWS: 30 MIN.MINIMUM AT 60°TO 100°F 1 HR.MINIMUM AT 40° TO 60°F 2 HR.MINIMUM AT 20° TO 40°F 4 HR.MINIMUM AT 0°TO 20°F INSTRUCTIONS FOR JOINING C(.1\18,...." DR PVC CONDUIT DDS-4 UG DETAIL SHEET 8 OF 57 03 - 10 O w N w aC g y� Z a g 6 w 0 CONDUIT MINIMUM TYPE OF BEND MATERIAL w NOMINAL BEND FOR PULLS: s SIZE RADIUS ° (IN.)� (IN.) g t 8 1 18 PVC 2 24 PVC 3 24 PVC 4 24 PVC 6 36 PVC NOTES: 1. SCH. 80 PVC CONDUIT SHALL BE USED FOR ALL ABOVE GROUND INSTALLATIONS (POLE AND METER RISERS). SCH.40 MAY BE USED FOR ALL BELOW GROUND INSTALLATIONS. CONDUIT BEND RADIUS Cc.19)R AND MATERIAL DDS-4 UG DETAIL SHEET 9 OF 57 03 - 10 C W0 CONDUIT 3 APPROX a END OF CONDUIT BEND a 3"APPROX ..-- co T GROUND LEVEL GROUND LEVEL *4.G\tea %-/. 0 O!U:i4%* V" \�\ `!� \ !-\. O • oO / O O D° o ° o • o ° ° • C O o° o oL 0 LO ° ° o. O p • °L 0 ° 0 •oO • Q O0O ° p L,.°$ o o L • , -p L ( ••o ° O • °c O o0 ° O o o o L o LoL o ° D ° p 0 • O ° o0O ° o• 00 0 8 ° o o o O 0 o ° O i o o °o° 0• _6 ° / p° C • � • 0 Oo o ° o° o o O • ° • O °L° ° ° o . ° ° _ O n%°o CONCRETE ENCASEMENT- END OF CONDUIT BEND CONCRETE ENCASEMENT BEND CONCRETE 1 INCH BEND 1.2 CUBIC FT. 2 INCH BEND 1.5 CUBIC FT. 3 INCH BEND 1.6 CUBIC FT. 4 INCH BEND 3.2 CUBIC FT. 6 INCH BEND 8.9 CUBIC FT. TABLE 1 NOTES: 1. CONTACT COMPANY INSPECTOR TO DETERMINE REQUIREMENT FOR BEND ENCASEMENT. 2. DO NOT BOND CONCRETE TO POLE WHEN ENCASING A POLE RISER BEND. Cc--.14425.)R CONCRETE ENCASED BENDS DDS-4 UG DETAIL SHEET 10 OF 57 03 — 10 FINISHED GRADE u I-11- I- I=n=n- II-I 1- I! _ -I I--I-- .I c --=11=11=11=11=144114=11=11=11=11- I1=11=11=1L 11411=11=11. -11=11=11=11=11=11-IIIII=11=1 1111=IIIII=II11-- =11=11=11=11=1111=11=i 11=II=11=1 =II=11=11i11=11=1: .11=111-11 w 1111II11= tw 11=11=II1=1=1 ==-= 1a = =-I=III=--- *Aim =-=1=g4 II�II�1 1=1111=11- II=11 1111=1111 1. 11�11�1 g JI I�IIIII�111�I I II�II1�1 -1111=11= -11=11 IIIII=11=1 11=11 111111=unu =11 1 24"MIN 1=1i1=i n:u: 1=I=�i �f:11 Y u=n= a=11 =II•I I II I 1 W i-gii I�::2 48"MIN PLUS GAS PIPE AND o II=11 II�II:�III 1=11. =11=u. yCOMMUNICATION CONDUIT 1=?q GAS MAIN 11•11III OUTSIDE DIAMETERS 0u.,u•I,,,,d Efil itILVZ 8 i1=1 l.,.... z III=='f, i=g ° COMMUNICATION 1_II_ n�i°uw 12"MIN � �� IF g 11111 II I=II=u 1 II 11 II�, '11-11..., s II�111r1 Age. II�lIrm u-u- a—u. II�II�II • 8 WATER,GAS °-II 11-0 1-usl, PIP u=u= n=u STEAM OR 71 n it is u.-n11u " 1=u uu•m 12 SEWER 1=u- n„u [iliac u=1: -,-1111 ELECTRIC +11 1 60" - ► I t NOTES 1& 2 12" NOTE 1 I 4 WATER,GAS STEAM OR SEWER NOTES: 1.VERTICAL CROSSING CLEARANCE FROM OTHER UTILITIES SHALL BE 12 INCHES. A 60 INCH LATERAL SEPARATION OF PARALLELING FOREIGN UTILITIES (EXCLUDING GAS AND COMMUNICATIONS)SHALL BE REQUIRED. AN EXCEPTION WOULD BE TO ALLOW GAS,TELEPHONE AND /OR CAN IN THE SAME DITCH AS COMPANY CONDUIT SYSTEM PROVIDING THE NESC REQUIREMENTS FOR CONDUIT SEPARATION ARE MET OR EXCEEDED AND THE COMMUNICATIONS CIRCUITS ARE INSTALLED IN CONDUIT. 2.IT IS UNDERSTOOD THAT ONLY 12 INCH SEPARATION IS REQUIRED ON PUBLIC RIGHTS-OF-WAY. PERSONNEL INVOLVED IN EXCAVATION ON PUBLIC RIGHTS-OF-WAY ARE FULLY AWARE OF THE HAZARDS INVOLVED. HOWEVER, EXCAVATION ON PRIVATE PROPERTY CAN BE DONE BY INDIVIDUALS WHO ARE NOT LIKELY TO BE FULLY AWARE OF THE HAZARDS. THEREFORE, THE 60 INCH LATERAL SEPARATION IS REQUIRED TO HELP PREVENT INJURY TO PERSONNEL DOING EXCAVATION ON PRIVATE PROPERTY. CLEARANCE REQUIREMENTS CC-N-1,......."Cii)R FROM FOREIGN UTILITIES ON PRIVATE PROPERTY DDS-4 UG DETAIL SHEET 11 OF 57 03 — 10 o NOTE 8 - ` / a 56" 3V4" 8„ 7„ I— r NOTE 3 / hl � �r Y l I I I 12" A I I l MIN7 _ A LW 13" 2 V2" eh- __-_ _.--� 7„ s NOTE 3 9" 26" 9" 44„ NOTE 2 NOTE 4 NOTE 5 NOTE 9 12"MINIMUM NOTE 6 '.L~:. -. L -.• I :.: I In I—I�f -m= =fir=��n Irl� I Ism- i .:;:°r'.':�: ir�m—�u �'�— i MEE=ifl-�1 =1T Sri' ` 8" MINIMUM _tTgI= �ippl= Ei 14W1 IPucITTOf_ NOTE 10 SECONDARY CONDUIT 4 (� AS REQUIRED PRIMARY CONDUIT SECTION "A - A" NOTES: 1. CONSULT COMPANY REPRESENTATIVE FOR (1)NUMBER,SIZE AND LOCATION OF CONDUITS IN PAD WINDOW AND (2)WHETHER TYPE I OR TYPE II CONDUIT ARRANGEMENT. 2. NO MORE THAN 8-2 INCH,6-3 INCH OR 4-4 INCH CONDUITS INCLUDING SPARES SHALL BE PLACED IN THE SECONDARY SIDE OF PAD WINDOW. 3. REFERENCE DETAIL SHEET 9 FOR BEND RADIUS FOR ALL HORIZONTAL AND VERTICAL CONDUIT BENDS. 4. CONSULT COMPANY REPRESENTATIVE ON WHERE TO OBTAIN 518"X 8'COPPER CLAD GROUND ROD. GROUND ROD TO BE OBTAINED AND INSTALLED BY CONTRACTOR. INSTALLATION DEPTH SHALL BE 7'-6". 5. GROUT WINDOW AS PER DETAIL SHEET 15. 6. THIS DIMENSION IS 6 INCHES FOR PRECAST CONCRETE PAD AND 4 INCHES FOR POLYMER CONCRETE PADS. 7. REFERENCE DETAIL SHEET 16 FOR FOREIGN UTILITY EQUIPMENT GROUND. 8. PIERS ARE REQUIRED ON ALL PADS UNLESS WAIVED BY COMPANY INSPECTOR.REFERENCE DETAIL SHEET 17 FOR PIER DETAIL. 9. THE CONDUITS MUST BE INSTALLED TO ENSURE THAT THE TOTAL MAXIMUM BRENDING RADIUS FOR THE PRIMARY CABLE DOES NOT EXCEED 9 INCHES (ANGLE PRIMARY CONDUIT WHENEVER POSSIBLE). 10. THE 3"FLEX CONDUIT SHALL HAVE A MINIMUM OF 8"OF COVER AS IT EXITS ON THE RIGHT HAND SIDE OF THE TRANSFORMER PAD. TRANSFORMER PAD- PRECAST Cc:h11-79)R SINGLE PHASE DEADFRONT TYPE II DDS-4 UG DETAIL SHEET 14 OF 57 03 - 10 SEE WINDOW DETAIL BELOW 6 O O O 0 1 NOTE 2 GROUT 3" 3" 2" B'e•e.e°°'•y a°e°°. °:°e.°e. ° .•s •o••O..°'° °• e ° :6••e.a NOTE 1 111E111E111E111E111E1 II=III=1 III=III=IIIElul=III=11 4" =III=111=III=111=111 111E111 IEIIIEIII=IIIEIII=111 ' 111E111_III_IIIB1l1_I II_III_I III=1116111o111E111=II EmEMEME111=111=1I1=III= I=111=11 III=111EIl1E111E111E1 -II=III=III=III=1IIE111EI11 111E111 -III=IIIEIIIEIIIEIII - T 1111 I I= 11=II=11=1i I=III=11IEIII=III=III= 1E111E11 IIIElul=III=III=III=1 =11=11=1' =111=IIIEIIIEI11E111 111E111 -III=III=III=IIIEII1 11=11=1' =111=11I=IIIEII1E I=111E1I III=IIlEIlIEIII=IlIEl I=111E111E111 111E111 EIII=IIIBIII=111E111 1L= a.J /' NOTE 3 PAD WINDOW DETAIL NOTES: 1. THE GROUT SHALL BE PORTLAND BASED AND SANDED. DO NOT USE CONCRETE. 2. FILL IN PAD WINDOW WITH 4 INCHES OF EARTH BACKFILL AND 2"OF GROUT. 3. GROUND RODS SHALL EXTEND A MAXIMUM OF 3 INCHES ABOVE GROUTING TO ASSURE ADEQUATE DRIVEN DEPTH AND ALLOW FOR ADEQUATE CONNECTING SPACE. 4. GROUND RODS SHALL EXTEND A MINIMUM OF 7'-6" INTO EARTH. 5. GRAVEL FILL IS NOT ACCEPTABLE. GROUTING DETAIL Cc5DR FOR TRANSFORMER PAD WINDOWS DDS-4 UG DETAIL SHEET 15 OF 57 03 - 10 C li w FOREIGN UTILITY TRANSFORMER COMPANY GROUND I NOTE 1 A \---) A L — ---------- 6" FROM 8 PAD'S EDGE 1 I gs 8 I I I I I I TRANSFORMER I I GROUND BUS ( P ii ■ GROUND ROD ii GROUND \\\ \\ \\\ \\ \\\ \\' 1 I \\ \\\ \\' \\\ \\\Q\\\ 6"BELOW NOTE 1 GROUND INSTALL ON PROPERTY LINE SIDE OF PAD [...6"OUT FROM PAD SECTION A—A NOTES: 1. ON NEW INSTALLATIONS,INSTALL NO.6 S.D.BARE COPPER AS SHOWN FOR FOREIGN UTILITY COMPANY BONDING. 2. THE NATIONAL ELECTRICAL SAFETY CODE RULE 384C RECOMMENDS BONDING OF ALL ABOVE GROUND METALLIC POWER AND COMMUNICATIONS APPARATUS (PEDESTALS,TERMINALS,APPARATUS CASES,TRANSFORMER CASES,ETC.)THAT ARE SEPARATED BY A DISTANCE OF 6 FEET OR LESS. METHOD OF PROVIDING C ,.....c..7..C9R UTILITY COMPANY EQUIPMENT GROUND DDS-4 UG DETAIL SHEET 16 OF 57 03 - 10 —►6„F PIERS W NOTE 1 V2 PAD FINISHED Fc GRADE s 6" (`) ) rrr=rrr / fY c r a g SELECT BACKFILL NOTE 6 6 W "[.— PIERS 00 (�-) (�-) NOTES 2,3 & 4 cc I WINDOW g SIDE VIEW FOR LEVEL TERRAIN t 8 TRANSFORMER PAD V2 PAD FINISHED GRADE -Fri Fri= j j II=Iir DEPTH WILL � % %/. % / DEPEND ON 4 FIELD ( ) ( ) FIELD CONDITIONS 0.0 4�� � PIERS SELECT BACKFILL NOTES 2,3 &4 NOTE 6 O O SERVICE ENCLOSURE SIDE VIEW FOR SLOPING TERRAIN NOTES: 1. PIERS SHALL BE INSTALLED UNDER PAD WHEN DIRT HAS BEEN DISTURBED UNDER THE LOAD BEARING AREA OF PAD. TAMP BACKFILL(95% COMPACTION)TO TOP OF PIER SUPPORTS (USE DITCH SPOIL WHEN POSSIBLE). 2. CUT SUPPORT PIERS FROM SECTION OF 4 IN.PVC CONDUIT. 3. PLACE PIERS AS SHOWN. FILL WITH CONCRETE. 4. TOP OF PIERS SHOULD BE LEVEL AND 3 IN.BELOW FINAL GROUND LEVEL TO A DEPTH OF: (1)MINIMUM OF 36 IN.IN UNDISTURBED EARTH (SOIL). (2)BOTTOM OF DITCH. (3)BEGINNING OF SOLID ROCK. 5. AFTER PLACING PAD,FILL VOIDS UNDER AND AROUND PAD WITH SELECT DITCH SPOIL. 6. ALL BACKFILL UNDER AND AROUND PAD SHALL BE WELL TAMPED. SINGLE PHASE TRANSFORMER PAD C5rtil-11144**Li9)R AND SERVICE ENCLOSURE PIER INSTALLATION DDS-4 UG DETAIL SHEET 17 OF 57 03 - 10 Maximum Number of Three-Phase Maximum Number of Cables Including the Transformer 4" PVC Conduits Neutral Size (kVA) 208Y/120 480Y/277 208Y/120 480Y/277 75— 150 6 6 24 24 225—300 6 6 24 24 500 8 6 32 24 750 12 6 48 24 1000 16 8 64 32 1500 — 12 — 48 2000 — 16 — 64 2500 — 16 — 64 Notes: 1. For three-phase padmount transformers, the customer's service conductor must be 1000 kcmil or smaller. The maximum number of runs (three phase conductors and one neutral conductor) shall be as shown in above table. 2. For single-phase 240/120 volt transformers, the customer's service conductor must be 500 kcmil or smaller. The maximum number of runs (two phase conductors and one neutral conductor) and the size of the conduits shall be as shown in the following table: Maximum Customer's Conduit Number Conductor Size Sizes of Runs #6—#3/0 2" 8 #4/0—350 kcmil 3" 6 500 kcmil 4" 4 3. If the number of runs installed by the customer is more than the maximum shown, a connection enclosure with pad may be required. Consult company representative for details. MAXIMUM NUMBER OF SECONDARY €C,R CONDUITS AND CABLES FOR PADMOUNTED TRANSFORMERS DDS-4 UG DETAIL SHEET 38 OF 57 03 - 10 ©Copyright 2010 Oncor Electric Delivery Company. All rights reserved. ci g 1 SIDE 2 SIDES y 3 SIDES x \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ 4 SIDES = \s O O O O 0O a 1 \ 2 0 0 0 \ \ 0 0 0 0 0 0 0 0 g TYPICAL LAYOUT FOR TRAFFIC AND PARKING 0 cg g CONCRETE PAD 1 1 O '_ 4"GALVANIZED PIPE ���� A FILLED WITH CONCRETE—.- 12" ...i 12 -.1 12 3 36" FINISHED GRADE NOTE 2 t`-i t`-J \\' \\ ,.Is.. :•d :...d: \\ \\\ \\\ \\ • • . \\Q\\� 0 ,6 0. _ J 24" I v•,• a a. �\ / 12"DIA HOLE — •/ \ .,• o • b ' ' -' ��� NOTE 4 \'•66 & is. ► ► O ' \ / I CONCRETE NOTE 2 NOTES: 1.INSTALL GUARD POST WHERE PROTECTION FROM DAMAGE DUE TO VEHICULAR TRAFFIC IS NEEDED. 2.DISTANCE BETWEEN POSTS SHOULD NOT EXCEED 4 FEET.ADD ADDITIONAL POSTS WHERE NECES- SARY TO MEET THIS CONDITION.VERIFY LOCATION OF POST IN FRONT OF TRANSFORMER TO ALLOW FOR DOOR OPENING. 3.INCREASE HEIGHT TO 48"AND DEPTH TO 36"IN TRUCK LOADING AREAS,AND INCREASE SIZE TO 6"GALVANIZED PIPE. 4.THIS DISTANCE TO BE LARGE ENOUGH TO ALLOW FULL OPENING OF ALL EQUIPMENT DOOR(S). CONTACT COMPANY REPRESENTATIVE TO VERIFY DIMENSION. CC1RGUARD POST INSTALLATION DDS-4 UG DETAIL SHEET 50 OF 57 03 - 10 n111111itiYM14115NM I FIRE ESCAPE NOTE 4 A NOTE 4 I I I I I I I I I I I I I I I ¢ CONTAINMENT •— TRANSFORMER PAD a DIKE,NOTE 5---""" A PLAN WINDOW OR VENTILATING TRANSFORMER DUCT NOTE 7 NOTE 6 NOTE 6 FIRE ESCAPE NOTE 6 �����u���n1111 II! 1111 IIIIIIII IIII IIIIIIIIIIIffIIIII IIfIIIIIIIIIIIIIIIIIIIIIIIIII It1111IIIIIIIIIIIIII ELEVATION I NOTE 2 BUILDING CONSTRUCTION WINDOWS, FIRE _ I nMIwr. FIRE RESISTIVE DOORS & ESCAPES � • TYPE NOTE 3 NON-FIRE RESISTIVE VENTS CONTAINMENT NO • •f BUILDING OR DIKE,NOTE 5 • STRUCTURE 1 PHASE 5'-0" 10'-0" 10'-0" 20'-0" • 3 PHASE 5'-0" 15'-0" 15'-0" 20'-0" NOTE 6 0 CLEARANCE TABLE NMI"• uuuu�nnu���u ounouuuuuouuuuuuI. DETAIL "A-A" NOTES: 1. CLEARANCE FROM BUILDING WALLS SHALL COMPLY WITH THE CLEARANCE TABLE. ALL DIMENSIONS SHOWN ARE MINIMUM DIMENSIONS. 2. WHERE THERE ARE BUILDING EAVES OR OVERHANGS WITHIN 25'-0"ABOVE GROUND,CLEARANCE SHALL BE MEASURED HORIZONTALLY BEGINNING FROM THE EDGE OF THE EAVE OR OVERHANG. 3. FIRE RESISTIVE BUIILDING WALLS INCLUDE BRICK AND MASONRY STRUCTURES THAT HAVE A 2 HOUR FIRE RATING. 4. CLEARANCE TO BUILDING DOORS,WINDOWS,VENTS AND FIRE ESCAPES TO BE MEASURED RADIALLY. 5. LIQUID FLOW OF AREA SURROUNDING TRANSFORMER SHOULD BE AWAY FROM BUILDING. WHERE GROUND IS FLAT OR SLOPES TOWARD BUILDING,A DIKE SUFFICIENT TO CONTAIN ALL TRANSFORMER OIL FOR TRANSFORMERS 500 KVA AND LARGER SHALL BE PROVIDED. 6. CLEARANCES ARE MEASURED FROM PAD EDGE TO BUILDING WALL,OPENING,OVERHANG OR FIRE ESCAPE UNLESS A CONTAINMENT DIKE IS UTILIZED. IF A CONTAINMENT DIKE IS UTILIZED,CLEARANCE IS MEASURED FROM DIKE. 7. CLEARANCES FOR WINDOWS AND VENTS ABOVE TRANSFORMER ARE MEASURED RADIALLY FROM CLOSEST POINT ON TRANSFORMER. 8. PADMOUNTED TRANSFORMERS SHALL BE POSITIONED SUCH THAT HOTSTICK USE IS NOT REQUIRED ON THE SIDE FACING THE BUILDING. IF HOTSTICK USE IS REQUIRED ON THE BUILDING SIDE,CLEARANCES SHOWN IN DETAIL SHEET 52 SHALL BE MAINTAINED. 9. THERE SHOULD NOT BE ANY ABOVE GROUND OBSTRUCTIONS, SUCH AS SHRUBS, COOLING TOWERS, GAS METERS,FENCING,ETC.WITHIN 5'-0'OF PAD OR OVERHANGS ABOVE PAD FACILITIES. REFERENCE DETAIL SHEET 52 FOR SCREENING CLEARANCES AROUND PADMOUNTED EQUIPMENT. 10. THERE SHOULD NOT BE ANY PIPING OR CONDUIT UNDER THE PAD (EXCEPTION: MUTUALLY AGREED UPON COMMUNICATION CONDUITS) OTHER THAN THOSE ENTERING THE TRANSFORMER. 11. TRANSFORMERS SHALL NOT OBSTRUCT FIRE LANE. 12. IT IS THE OWNER'S RESPONSIBILITY TO COMPLY WITH ANY INSURANCE REGULATIONS AFFECTING THE PREMISES. CLEARANCES OF PADMOUNTED TRANSFORMERS FROM BUILDINGS DDS-4 UG DETAIL SHEET 51 OF 57 03 - 10 BUILDING WALL A NOTE 1 V J J Q Q EQUIPMENT 3 cc 10' ® 10' Do— z 8 NOTE 2 PAD 2 NOTE2 Z w NOTES 4 & 5 w w w cc cc U U (/) u) A 10' NOTE 2 NOTE 3 NOTES: 1. CLEARANCES TO BUILDING WALLS SHALL BE THE GREATER OF: CLEARANCES LISTED IN DETAIL SHEET 51 FOR OIL FILLED EQUIPMENT, 10 FEET IF HOT STICK USE IS REQUIRED ON THIS SIDE OF EQUIPMENT,OR 5 FEET IF HOT STICK USE IS NOT REQUIRED ON THIS SIDE OF EQUIPMENT. 2. A MINIMUM OF 5 FEET CLEARANCE IS ALLOWED IF "HOT STICK"USE IS NOT REQUIRED 3. GATE SHALL OPEN OUTWARD AND THE WIDTH SHALL BE NO LESS THAN 10 FEET. 4. WHERE GROUND IS FLAT OR SLOPES TOWARD BUILDING,A DIKE SUFFICIENT TO CONTAIN ALL OIL FOR TRANSFORMERS 500 KVA AND LARGER SHALL BE PROVIDED. REFERENCE DETAIL SHEET 51. 5.WHEN TRANSFORMERS ARE INSTALLED, SCREENING WALLS SHALL PROVIDE ADEQUATE VENTILATION. CLEARANCES AROUND Cc:1521I PADMOUNTED EQUIPMENT DDS-4 UG DETAIL SHEET 52 OF 57 03 - 10 TRANSFORMER CLEARANCE DETAILS 60" MIN. 42" MIN. ii 14 42" MIN r , c' '1 I 1/ TRANSFORMER ipirsrlik Q 1 '=1—,■ OR Q H IY1� ` iii t.iiiSWITCHGEAR u —M1251 — I 11 N .., t,c , GROUND 1 °'Y'r .+. oro 2 °ll P:'aa;�•:A a ..•':•:.: .• "b�°9•ooS;:'� ^.°° I—I-11—II% i 11= 1=11=11=11=11=II=11-1 ,Yoe•{:o;F. e•, °p,. o" :°.='.II-11=11=11=11=111111'n-n-11— ru •11= II Y II_ IIIII��1111111�11=11=11=11- •°°•�••'•' •° ••'• ••" + L=11=11=11=11=11=11 11=11=1111 J II -II.II II-11=11=IKII1I-II-::...fII-II-tt-t1111=11=11-I:i.13-It-1111=11=It=1,.im,:•. ::511=11=11=11=11=11= =II=h•- - s i I=111.I.FE11=11-=11=11=11 l4al1=IU.Li11=11=11=11=11=II=11=11=11=1 A.411=11=11=11=11 J1=II=11=11-II=11=_ -III- 11=11=11 11=11=11=11=IIIII=11=..11=11=11=11=11=10-11=- 11=11=1 ==11= E RIGHT SIDE GAS 52 LEFT SIDE GAS ELEVATION VIEW METER OPTION qMETER OPTION s i 8 ° �1���l; ter+-�i o lllal:=::I�l I BACK SIDE GAS METER OPTION 45" MIN. g 8 i 60" MIN. 42" MIN. i P. TRANSFORMER Nil * i SWITCHGEAR i -mi I,srls;�;1C --------- - ---�;II I ee:;e� 'I`,I -� DO NOT INSTALL GAS METER IN 'l) __ i FRONT OF A TRANSFORMER OR LEFT SIDE GAS IN FRONT OF OR BEHIND SWITCHGEAR RIGHT SIDE GAS METER OPTION METER OPTION PLAN VIEW PEDESTAL CLEARANCE DETAILS 36" MIN. ice. MINrm _ 18" MIN w ` 1 RIGHT SIDE GAS t� ► METER OPTION F 011 NO v %i I::■::I� rp. Q 1 1 0 O 1 I • .1 .1 NOTES: I'' I I 1. MEASUREMENTS ARE REFERENCED FROM ti i I p C THE INLET GAS RISER. LEFT SIDE GAS d 4110 2. THE MEASUREMENTS WILL ENSURE: METER OPTION 0 u A.THAT A MINIMUM CLEARANCE OF GROUND , o °° ' 36" IN.IS ATTAINED BETWEEN THE *�y-11-11=11111=�'1-411=11=11-11-11-11 11 ° 9 °•• I-�'i�-°'I-11-°'-'1 =11=11=�=111' -II=7=11=11=11-11=II=11=11=11-II-1111 II °•11'-11 1=II=111�II n II n 11 II a 111�II n 11 II iTII�I-u=11=I1=11=11= -u=-=i u=nW =IT=11 11 =u_u-u=u FA=R11a1='u wpAu=u=u=um=n-�-1---r ENTIRE GAS METER INSTALLATION 1-u-n-n-n-u-u—u-u_n =il-n_n—n-il-n=it=u=u=u-1- AND THE PADMOUNTED EQUIPMENT - 1nailsn-u=-- ELEVATION VIEW AND B.THAT A MINIMUM CLEARANCE OF 12 IN.IS ATTAINED BETWEEN THE BACK SIDE GAS ENTIRE GAS METER INSTALLATION ill METER OPTION AND ALL OTHER ABOVEGROUND LEFT SIDE GAS Mill C I- III=Qy FACILITIES INCLUDING ELECTRIC AND OTHER UTILITY PEDESTALS METER OPTION 21" MIN. 18" MIN. AND HANDHOLES. i V 1...- 3. THIS STANDARD APPLIES TO 630 GAS LAT --- `3 -5.- - I-'-1 FORME LARGERI METER N INSTALLATIONSSMAL L, 36" MIN. ... .,i r- CONTACTTER NSTAL COMPAN IOY REPRESENTATIVESAND ER. FOR ASSISTANCE. II II. 21" MIN. 4. THIS DRAWING IS TYPICALLY USED �� - - WHEN THE GAS MAIN IS LOCATED C 11CcC:::a_>>a 7------- IN AN ALLEY OR DEDICATED UTILITY FRONT SIDE GAS EASEMENT. METER OPTION PLAN VIEW CiNii:IR ABOVEGROUND CLEARANCES FROM GAS METER INSTALLATIONS DDS-4 UG DETAIL SHEET 53 OF 57 03 - 10 NOTE 2 a . ► } WTI 2 NOTE 1 p. 6 � f Z 0 8 TRANSFORMER OR zy SWITCHGEAR d 11. GROUND .IIr=:III%=11A11"':II:"l" �.II.-II■=I1�11=�L--11.=11.11 "WAWA .1= n11? =1 11=1.=11 -I=llrl;■i=l=1- 1=11o11-11o11=1=11=o11=7114. = � 11A�11�III A=11=- 11r-.IL-11-■=■■-1=1L011=11=1L-11-�1 11-Ln41-4LJ1=WIL==I=1-L-1-11-11111t1 11A1,11 °0A ikrrgg °1AIAN ffAlf. i=1141EIATAfn114.n1411um11:411:41ll1a .11-11=11=Ilm11=1 1111=11=11=11=11=11=L=11=11:=11=11=11=11=11=11111011.=11.=11=_=11111.-11=L= - -- - 1. PADMOUNTED EQUIPMENT,PEDESTALS AND OTHER ABOVE GROUND ENCLOSURES SHOULD BE LOCATED NOT LESS THAN 4 FEET FROM FIRE HYDRANTS.WHERE CONDITIONS DO NOT PERMIT A CLEARANCE OF 4 FEET, A CLEARANCE OF NOT LESS THAN 3 FEET IS ALLOWED. 2. ALL ABOVE GROUND METALLIC POWER AND COMMUNICATION EQUIPMENT (PEDESTALS,TRANSFORMER CASES, APPARATUS CASES,ETC.)THAT ARE SEPARATED BY A DISTANCE OF 6 FEET OR LESS SHALL BE BONDED. REFERENCE DETAIL SHEET 16 FOR METHOD FOR PROVIDING FOREIGN UTILITY COMPANY EQUIPMENT GROUND. CLEARANCES OF ABOVEGROUND oCc• EQUIPMENT - FOREIGN UTILITIES ENCLOSURES AND EQUIPMENT DDS-4 UG DETAIL SHEET 54 OF 57 03 - 10 w 0 II g CONDUIT RISER SHALL BE a 4'MIN. SCH.80 PVC. 1 6'MAX. ti W 0 FINISHED GRADE-\ ■ ,, 1=1111=11=11=11: 1111II=11.= 6 1:=1:=■=ii=iell.=• -11=11- -11=11nVIVI=II.=IIVII II0 I" nu-uunn• it a u• a u• u u u 1 . , II=— 1==11=11=11— =11=11=11= 11=11.=11.=1 REFERENCE SHEET 9 g FOR BEND RADIUS 8 TYPICAL SINGLE METER INSTALLATION ir NOTE 7 SERVICE ENCLOSURE (NOTE 1& 3)� NOTE 4 II II II II 00 00 o f Y, o 0 0 nn ❑n . 7 �` I I I I j ri I c 00 I I ❑o 4'MIN. r 6'MAX. o - COUDUIT SHALL CENTER BUS WILL BE FINISHED BE SCH.80 PVC. NOTE 6 POWER LEG GRADE _ 11=11 11=11=14==n=u =lu i==Ti=1=n=1�4=Toil=oil. LLB�I� , Iwh-1 kilt': "u 11=n=u" 1.'1ui=u=n 11.=11=11=11=11=11=I■I=1L 11=1■1=11=11=11=11.=11=IL=II II=1 '�-"--"-"—' II=11�11 1,1==11=11 11=11:=11=II=11=11==11=11 1=11.�11.=11=11=11=11=11=II==1 11=11IIP11.=1 —=11=11.=11=11=11=11.=11.== L...Il:1II 11 L`�II IL��II:��1 11=11 11 II :11 1■1=11: IIV I II IL=11=11== 11==11= —II 11 II 11.=11 11=11=11?II II 111=R R L=1111 11=1 nu a n—u u.1 n uu un n a u a n�un— � =1 11 11=11 1■1 11 11=1■1 11 ,=1111 11=11=11=11=1=11=1 111=11J1 L 11=1=11=IL=1 11 C O 11=11== aL_111= �— =.1=11-1111111=1 a=1 1L-11-11 1-u uu 11-11-11=11.._ II==11=11 = = --1 — -. 11==11= 11=1■1=11.=I T=1I 11=1 =11=u. .. .. .=J11L— II--11.-11-II-11—II REFERENCE SHEET 9 1.=11.=.II=�-1. u.II�JL JL-J1--11— FOR BEND RADIUS =2_•!1•11 A_M_ TYPICAL MULTIPLE METER INSTALLATION TYPICAL METER PACK WITH SERVICE ENCLOSURE INSTALLATION NOTES: 1. SERVICE ENTRANCE ENCLOSURE (FOR MULTIPLE METER INSTALLATIONS) PROVIDED BY COMPANY AND INSTALLED BY CONTRACTOR FOR SERVICE ENTRANCES THROUGH 2500 AMPS. CONTACT COMPANY REPRESENTATIVE FOR INFORMATION. 2. METER SOCKETS INSTALLED BY CONTRACTOR. 3. REFERENCE ONCOR'S "ELECTRIC SERVICE GUIDELINES"FOR METER AND SERVICE ENCLOSURE INFORMATION. 4. CONDUCTORS,RACEWAY AND GUTTER PROVIDED AND INSTALLED BY CONTRACTOR. 5. SERVICE ENTRANCE CONDUCTORS TO BE CONTINUOUS FROM METER SOCKET INTO SEVICE ENCLOSURE. 6. METER DISCONNECT SWITCH AS ALLOWED BY LOCAL INSPECTION AUTHORITY. VERIFY ACCEPTANCE PRIOR TO INSTALLATION. 7. CONTACT COMPANY FOR APPROVAL OF METER PACKS PRIOR TO LETTING BIDS AND INSTALLING EQUIPMENT. 8. EACH SOCKET MUST BE CLEARLY AND PERMANENTLY MARKED ON THE INTERIOR AND EXTERIOR OF THE METER SOCKET TO INDICATE EACH APARTMENT OR LOCATION SERVED. C Ic\-1...... DR TYPICAL METER INSTALLATIONS DDS-4 UG DETAIL SHEET 57 OF 57 03 - 10 UNDERGROUND SINGLE-PHASE SERVICE, SELF-CONTAINED METER WIRING, SINGLE OCCUPANCY STRUCTURES FIGURE 4-A 1) si> • O�I► 4l�O 111 ANY in& Cot42 Amor Customer Rear Exit Option Customer Side Exit Option Notes: 1. Company owned service lateral conductors are installed by Company and line-side (top) connections made up by Company. Customer's service conductors are installed and connected in socket by Customer. Customer's load conductors for self-contained meter sockets may not exit top half of meter socket enclosure. 2. Meter socket shall be provided, installed, and maintained by the customer. See Table 5-C, pages 54-59 for list of approved meter sockets. 3. An insulated conduit bushing is required for raceways terminating in the meter socket. The service raceway may not contain any condulet or other open connections. See Figure 4-B, page 36 for oversized PVC conduit/raceway fitting details. 4. Customer's ground rod conductor, #6 Copper minimum shall originate in the service entrance equipment and extend to a ground rod. The ground rod conductor is permitted to be routed through the meter socket enclosure, but shall not terminate within. Company reserves the right to refuse installation of service contingent upon inspection of Customer's grounding connections. 5. Reference 400.02, page 33 for Company or Customer responsibility for service lateral raceway installation. Schedule 80 PVC or Schedule 40 PVC (if permitted by local code) is required for underground service lateral raceway. Rigid steel, IMC, or EMC is not allowed. 6. The use of flexible metallic conduit, liquid tight flexible metallic conduit, and liquid tight flexible non-metallic conduit for service entrance raceway is prohibited. 7. Service riser conduit must be straight and in-line with the meter socket with at least 3 feet of service riser raceway above grade. 8. Company service lateral conductors must enter from the BOTTOM of the meter socket, not from the side and not from the top. Line and load side conductors shall not cross. 9. An oversized PVC conduit/raceway fitting that slips over the service lateral conduit riser is required.This fitting prevents exposure of conductors due to conduit/raceway movement due to soil expansion and contraction. Conduit inserted a minimum of 12 inches into the fitting. See Figure 4-B, page 36 for illustration. Copyright 2019 Oncor Electric Delivery Company.All rights reserved. Page 35 UNDERGROUND THREE-PHASE AND SINGLE-PHASE SERVICE METER FOR ONE RESIDENTIAL OR ONE NON-RESIDENTIAL (ONE SECONDARY) SERVICE FIGURE 4-B Notes: 1. See Drawings, pages 46-53 for Company-Customer responsibility of source and load conductors and connection of these conductors. 2. Meter socket shall be provided, installed, and maintained by Customer. See Table 5-C, pages 54-59 for list of approved meter sockets.Transockets, when required, shall be provided by Company and installed and maintained by Customer. All meter sockets (excluding transockets) require the line-side conductors to be connected to the top meter socket terminals. Customer load conductors may not exit top half of meter socket. 3. An insulated conduit bushing is required for raceways terminating in the meter socket.The service raceway shall not contain any condulet or other open connections. 4. Customer's ground rod conductor, #6 Copper minimum shall originate in the service entrance equipment and extend to a ground rod. The ground rod conductor is permitted to be routed through the meter socket enclosure, but shall not terminate within. Company reserves the right to refuse installation of service contingent upon inspection of Customer's ©©©o grounding connections. 5. Reference 400.02, page 33 and 400.03, page 33 for Company or Customer responsibility for service lateral raceway installation. Schedule 40 PVC is required for Company owned underground service lateral raceways. Rigid 4 Ft Min steel, IMC, or EMT is not allowed. Contact Company representative prior to 6 Ft Max installation to determine service lateral raceway size, 2 inches is minimum. 6. If there is a possibility of additional customers being served from the same 7 transformer at another location, a service disconnect is required. This only 12" applies for instrument rated metering installations, unless prohibited by Min governing authority. Final 7. The use of flexible metallic conduit, liquid tight flexible metallic conduit, Grade 1 and liquid tight flexible non-metallic conduit for service entrance raceway is ////// //// ////// � 24„ prohibited. �( ©O0 Min 8. Service lateral conductor must enter from the BOTTOM of the meter socket, not from the side and not from the top. Service lateral conduit must 2d �Radius J be straight and inline with the meter socket with at least 3 feet of service lateral raceway above grade. 9. An oversized PVC conduit/raceway fitting that slips over the service lateral conduit riser is required.This fitting prevents exposure of conductors due to conduit/raceway movement due to soil expansion and contraction. Conduit inserted a minimum of 12 inches into the fitting. 10. Company owned service lateral conductors are installed by Company and line-side (top) connections made up by Company. Customer's service conductors are installed and connected in socket by Customer. 11. Company recommends that Customer limit to one circuit per conduit to avoid potential loading problems. Copyright 2019 Oncor Electric Delivery Company.All rights reserved. Page 36 METERING AND ASSOCIATED EQUIPMENT (cont'd) 500.08 Service Enclosures(Distribution Can,Terminal Box,Tap Can, Connection Box) Company may require the use of service enclosures for certain configurations of multiple meters. Company will specify the appropriate enclosure. Use of gutters or troughs as connection enclosures is not allowed. Service enclosures will be provided by Company and installed by Customer. Customer is responsible for all metering equipment and ensuring service switches are installed on the load side of service enclosures. Customer will install service enclosure and maintain Customer connections in the service enclosure. Refer to definition 100.01.34, page 8. For details see: Figure 3-H, page 31; Figure 4-C, page 37; Figure 5-E and Table 5-E, page 64; and Figure 5-F, page 65. 500.09 Padmounted Secondary Enclosures (Connection Enclosures: 36 inch x 36 inch x 36 inch see Company TSN 463082 &54 inch x 54 inch x 54 inch see Company TSN 463081) Company shall require the use of secondary enclosures for installations where the Customer is installing a number of conduits and conductors in excess of the maximum quantity allowed for the transformer per Company Standards. See Company Representative for details. Company Representative will specify the appropriate enclosure. Contact Company for additional design options. For reference see Drawings, pages 54-59 and Oncor Distribution Design Specification DDS-4 at www.oncor.com. All metering equipment and service switches are installed on the load-side of secondary enclosures. See definition 100.01.39, page 8. 500.10 Totalizing Multiple Points of Delivery(POD) Meters serving installations not considered a single point of delivery shall not be totalized. 500.11 Meter Socket Identification at Multimetered Locations Meter sockets to multi-metered locations shall be clearly and permanently marked on both the exterior and interior of the meter socket to indicate each apartment number or location served. Exterior: Placards engraved or stamped, 12 gauge (2.0 millimeter) minimum thickness stainless steel, aluminum or brass placards shall be used on the exterior of the meter socket. Each placard shall be permanently affixed with an exterior rated adhesive to the lower front of the meter socket. Screws and rivets may not be used to attach placards to meter sockets. Placards may vary in size; the minimum is .25 inch tall letters/numbers. Interior: Permanent marker or other acceptable method shall be used to mark the apartment number or location on the inside of the meter socket (at a location other than the cover) where it can be easily read. See Figure 4-D, page 38. Copyright 2019 Oncor Electric Delivery Company.All rights reserved. Page 45 METER AND SOCKET APPLICATION GUIDE TABLE 5-C APPLICATION METER SOCKET MAX#CONDUCTORS MIN/MAX MAX INSTALLATION ITEM MAX HUB SIZE CONDUCTORS SIZES, WIRES PHASE VOLTS SERVICE TYPE AMPS TYPE NO. MANUFACTURER* PART NUMBER* TYPICAL DIMENSIONS ** Cutler Hammer(EATON) CHR2G2GKGSU Source:One#14-#1/0 Temporary Service Size:30"X 9.5"X 6.8" 3 1 120/240 Only 0-125 Self Contained UG 902484 2" Note:equiped with circuit breakers and receptacles 120 Secondary Self- Brooks 603-3185-E Source:One#12 #1/0 Service Or Contained Milbank AP2300-03 2 1 or Temporary 0-60 OH Only 312720 One 1" Load:One#12-#1/0 240 Size:7"Diameter(Round) Cutler-Hammer UT-RS502B-CH Durham UT-RS502B Source:One#2-250 120 Residential Self- Talon/Landis&Gyr UAT314-OG Load:One#2-250 2 1 or Or Secondary 0-150 Contained 301399 Midwest Electric UT-RS502B-MEP One 2.75" Size:8.5"X 15"X 3.25" 240 Service OH Only Milbank U7262-RL Note:2W Service Is Limited To Talon/Siemens SUAT314-OG 100 A Square D UT-RS502B-SQD Secondary Mini Durham 105777A Source:One#6-250 2 1 480 Service 0-200 Transocket 320797 One 3" Load:One#6-250 OH or UG Size:13"X 24"X 9" Secondary Self- Brooks 603-3185-E Source:One#12-#1/0 3 1 120/240 Service Or 0-60 Contained 312720 Milbank AP2300-03 One 1" Load:One#12-#1/0 Temporary OH Only Size:7"Diameter(Round) Cutler-Hammer UT-RS502B-CH Durham UT-RS502B Self- Talon/Landis&Gyr UAT314-0G Source:One#2-250 3 1 120/240 Residential 0-150 Contained 301399 Midwest Electric UT-RS502B-MEP One 2.75" Load:One#2-250 OH Only Milbank U7262-RL Size:8.5"X 15"X 3.25" Talon/Siemens SUAT314-OG Square D UT-RS502B-SQD Cutler-Hammer UT-E4213B-CH Durham UT-H4213B Source:One#6-350 Secondary Self- Talon/Landis&Gyr 40404-025 Load:One#6-350 3 1 120/240 60-200 Contained 312727 Midwest Electric UT-H42138-MEP One 2.75" Size:13"X 19"X 5" Service OH or UG Milbank U9801-XL Note:Equipped With Lever Talon/Siemens S40404-025 Bypass Square D UT-H4213B-SQD Cutler-Hammer UT-RS212B-CH Durham UT-RS212B Self- Talon/Landis&Gyr UAT417-XG Source:One#2-250 3 1 120/240 Residential 150-200 Contained 301401 Midwest Electric UT-RS212B-MEP One 2.75" Load:One#2-250 OH or UG Milbank U7040-XL Size:11"X 14"X 5" Talon/Siemens SUAT417-XG Square D UT-RS212B-SQD * Manufacturer name and part number subject to change **Actual dimensions will vary Copyright 2019 Oncor Electric Delivery Company.All rights reserved. Page 54 METER SOCKET CONNECTIONS AND VOLTAGES (cont'd) FIGURE 5-H APPLICATION: THREE-WIRE, 120/240 V, 1cl) SELF-CONTAINED, FORM 2 Neutral 240 V 0 1 0 ti 19 Copyright 2019 Oncor Electric Delivery Company. All rights reserved. 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CD O m a 1 CO m o n) o Q' m N o w71 "O m 0 -0 ,Ni * • (� Q) T to N �� CIO • Z -c d � LA -1 om 1 ' n Z -Vl jo e =o xN • � o y n m • = _ \ m* �J v. _ ^ < * m * VI nm Dm o \>> z > 22 ^r _ny _ lJ /co m ZvN p`d * `l m %/ p 0 v O i Z a v I- o�Q /�Lj•!:^ •9�'+ < rNN ,n /� 1NP * 'n O I- n ^ r M m `��_ /ti, ti, E •.�+ D ZmW m `V zmN u, m Co) (n m O N N o T� y p p o(u-p m ,2 '�T7 O� `/ O m Q D P./ V) ocp in / n Vm, z 1T1 S\ D Z �-x in D •Z „/a\VIT -r�/ < Z / �., \ N Vim•• - D ,w x m m m - tr .N o / u v) `�o �s z ) z C tom= 0 -'1 n V I r n O`n #�t?'••(�Q ,•�\/1.1 / O m Ul 1 m 'm=_ L. 0) �L rrl r^ D t C N ,• �/ Z m y* m2 gal e 1 CO - i• S m Z V, 71 D �rn n� i1FFR� *•'f�.. O v �' T1� N < rn z -mm1 Z Z �.°°�. o \\\�..��` z J Q CO Q in O --1 _, - n _, - •NI-. v 01 z D g 0 o .-8-; 8-1-8-3 4-8-1-8-1,-8, 7 iv s W =I o -8-.15 11-. f-8-)1 5 11-} r in A n W < 24 24 m x m E n A O O < • m • o PLOT DRIVER: TXDOT_PDF_BW.p/tcfg RENTABLE: 10/8652/.tbl USER: AFAZ DATE: 1/29/2020 TIME: 11:15:46 AM SCALE:1:1 FILE: CORRWAI-SGNL09.dgn .A (A N Z 0 r� M nn DU)C) m OZ ZZ MD Omni zU) ow Mr LOz N c)-) .-.- UC) c�-i .. m> ZD Oc U)Zm DJ DJ I- cm-- nn n> 18' MIN _ �o rm Qom 19' MAX r r 19' MAX _ D W _Z D t O Z K -« z o Q '-' Q m D U) O Q Q D Z-i =xO r 7C Q K > mD mom 0 Z > z mm O O -a z Q zK n K m C maps 7C m o ,-+n 1-KmZ cn -I z ( Qcnm Z O m-ma.+ `� o C) m Dnr 0 N K K mz z Cl) -1 -.I K m Fine, O -7 Q I ' r > I- z m-o (n c K oo m�X C r-- O > > = Qom _ U) - Cl) -1 m • xm I 0 1c-) Z -o -1 4-4 H ,---,--0 m Z n -7 m n n z = > O ---IUl M r m cn m w m w -I -In * C n Fix D m� K mU) Z IV 7 _0_ZD Zn w > - r-, * K C) n U) Z DZ Z 0 T m< m m� m Q -I Q-i - M 0 ,--, r m > it] Z o m �' c• r M C -n of owl �_im --I 4-4 -I 0 D m XI 4) 0 m ODU w D w D A co _r,Q m--1 Q a? Ql -< "'1 > K * r CO to g r -1 m z D G rn U) (C .4 N 0 W m o -o cn n o m N D • cn C -a D � N T.; � a' 7' MIN '' Vf a � iil U L. 1 0' MAX o� �1 fl I rn38"MINmH� ro N 42"MAX v, zo 73 O II Z 7' MIN 0 �' --o O �o 1 0' MAX om 0 N oor Vf yr -m 0 38"MIN orn m�00 DJ CI Wo Z nm 42"MAX m�Ui vo on °gym 'ncn -z .-+r �Q ^ II -� oD Dn 70 > o m (n c N rQ o m DJ K 18' MIN 18' MIN - r 19' MAX z r [- 19' MAX O z O z O Q 0 Q 7C D 7C Q n O m C) z _Q mo D <m RI A n VI mK VI ZD-7 o _Q ' zn m� D O c)< 0 Z mN Z `/) o �D -Imp f7 = H (n m m Om o K rn p Z n y <m V) o n -I am Zn m - mrn—r 73 Vf m w� Vf [] n n 21 I emu 0 O "' _ w o Z � Z� N r O a' V N 73 (Ax3 U1 ID c ci D - W D D 1111 ll -IIw .n w i 0 -t / O m 7' MIN �o rn 7' MIN _ ---ci D 10' MAX -QED O-m D 10' MAX o�W AO or 38"MIN mHN �o _38"MIN D°'m om mz Km W 42"MAX o -I I- 42"MAXo�L' m�a' Q N C O °� ii -D-0 DJ CI i Q �{ Q it -U- n O m 4 o m z1 am rQ - N rQ K OM, m Ate_ m m H(n -o Q z c� -- w co o z m m n r," n O O -I -I -o m 0 -o -1 mirm Fri xi D N r m o 0 m oo N + m N ` r O�d * *• ',1 m ono 6 %,,, i, g ••-7 i E.▪ VlFi o D o .:am M /DZ • O :O 0 z , nn -1z cn x, / m o Er m cQ � P -1 l •U C • / C a p o� 1'k E •/1,. zD 'Z r• co 2 N Z7 D `X` R ▪ r - 2 m D a)U m0D g \o O• -` b -1 - is z m II w' O Pi D 7iv co o I- (n m C A v r D p -o 0 m DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver- DATE: 1/29/2020 11:15:49 AM sion of this standard to other formats or for incorrect results or damages resulting from its use. FILE: c:\pwworking\centraI01\d1411876\ts-fd.dgn -,-n Anchor Bolt Length 7 3 7 (See Table) -•o zQn Galvanize Length 0-- 0 7 -0 o - 100 MPH DESIGN 80 MPH DESIGN - W W w N N--1- = Top Thread _ Ic+ WIND SPEED WIND SPEED N m m 0 - m 0 Z O >3 m plus 6" Min. 3 0 K n m I I n mz +m f o ":"'• 7C a) 1 r K > r K X ,l m 3-•-S n --I M m- 0 cm mD X zX 0 c7nc�m = 30� ro Top 00? N o'- Cn �'- H DJ o -• 3 m > --F = M (D -I K Z 2 C Z Z (Al W W N 0= ocn3 �+ Z n+ „ Thread — w n nw nm =c 0 o D� N m Cl o D.D� +(D 0 (7 +0 . a m0 3 00 X nK 1- (-) 1- �D - - - - - -i m 3 Cl-hO v O -I I 11 �D1 K 00 m �0 �—I 0 (D XO 0 X N , III / 00 moo CO X1 H N O CO -p co< no no3m K zr �O I 1 ' Dm CI o a CT ---I 1 3- 0 7-C) •• -1 r -I r C Z # # # # # Nei m (D ❑0 Z 0 (n 7 1(n D m ----D rl (9 (0 LC, 1° a) V)Z ❑CT - + C m C 2 C a Om z oz (/)( ) ,, a°- m > ° Batt 1Ta h + m c m z czn -1 in # # # # N m 0 -+a (J I C a _I`< o Cn -C'O (" _ _ I-+r W w w w R.V, 1'�(-J o(n-•o = 7-• 7CI rm 0 n n n n -o r� 0 7 7 (n -I +(❑ ++3 (/) + + + + + H'~ z •aoc(Di� I� �X 03 °CF „ Z--II m m a, Cl �D O (D+� m Z �� I �� N m Z �H = _ _ = N =r ❑-�� CD N 2 a-1 ' 3a as W w CZ m r'' ❑ r .. O :77_ D D N 10 ❑ o -DX X X+- -• (D (D -(n 0-0 N U, W X r a70 ° 7-7'I (D'0 (D 'N - (D W N co m D --I _, N N W �1 O N Z 0 -N) -•3 D❑ W(D Na OD n C7 (D 3+ ma 70c ZO -Im c<V) 0(n 0 Z i 0 -0-• a(n 3- ❑-+, r �m a) II 010 00 3C Dm U, W N) 0 01 -0� +77 1 9'-6"± cn 3 co m -+C f 3 w N) N A A wn N-rl m Cl 0 w w �Oi Z,Thr 3 O co7 n a0 --o N m .A O m coN 0 NO Nm- m + 7 F a o- W - co �.V +� C7 3 03 X X X CO X X X X cri �N -. o cc CO 0O= t 3 N m rn rn N D r"� ( A o cn o -�D C n mD m - Z v, Z x 0 ° �p D ��� 17-6 Nominal 0 D N o)z --I �:: 3 O Z 3en -A T + ., N .n N a D z7 Z Z 13 1 0 1 _1, W W .A H + O m N Z ..� 2 D C7 3 3c-' x x X (-A Ul v, 01 v, u, w - x m (n D ❑ xCAI a, v, 01 U, cn Cl a<< cn r \�: N —I - f cn • -0 W N CO t• ' D z1 Or 0 Z co -i U) I- cn '-' i ' O D _ = D c) 0 N N CD N N (�Ti 2 Z I- 1C a DI- z m > 33 a V) x X .A 71 yI O❑ Cl) -(D0-7 Dr W W ry D N _ T.p T1 j ' c1D(fin7oO 33 -, O W m O +zrmO -Onx1 _ 0V10 3 ? D 0 3+3 a 0❑ �Vl00D-I (n1*+- +1 (n37(n <0 -I U) W m O Z 00(D + 0-0 300 W DON Z 3 Q�0 0 0 (D Dr LDrl I Ied Shaft Length �' 0 -i K -o(n K w K K O 19 -6 ± m+°° +ate° o 0 o+❑ o❑ 0 O m --/ '0 +' --11- m0-1- 4 • -Cn 7Fm I- Cn V) CD(D0(n3-(0 _. -• a 10 35' Lum. Mounting Height m o°+ +a m �a ° 0 — ° -I° 7 °0 3 0 m o+az (n 3 +- 3 0 3 3 0-- a -0-I- z, o.a,o ar o _ 70 O < /• • .•oo: �• I ❑ -❑ 3❑ 0 1D -I 0 +-•o < R.C7< 1+O(/�C7 3 - -h❑ 41* V v.' °' ".w ° D (n 0(D a -(n (n 0 -0 0 0 fi 3 0 (D 7 1 V 0 +C a°••••' I (D a+N 0 0 N (D (--( 1 - CT+(n 7(On .0(D-•(D 3 0 7(D 7 3 -o 3 -3 3 - C) O 3 Cr 0-1- 000- C-•+ C 00a -h N ' -0 CT -Q CD CT D (D 0 0- CT+-0-• 3(D-• -•m 3+C +f C/1 0 O ❑-- 0 r CD (D+n -+ 1 a3O 73-F(n-• Nr0•-•O-107 a-•+ 0 < - 1(D �� • (D IDOQ°n (D 0 (D(0 + 7-•OC❑O(DO > N 0 7 0- 3 - 7 H- a-•0-h 0 cn 3 3 1 0 0-3 3 7N 0• 7 N 31 +' (aD -•3 -b -❑ -3(n0-- 0+70 n❑a - - N �ln 7� .. + p -•4*❑ CT 0 • CT CO (D 1 w (n 0 0 0 0+1 0 1'-0" m m r Co N-0 0 1 -hco -n (D a (D (D a 7 7-• n O 0-I 0 n 0 0(D 0 0 (--, 7-• 7 V)- N 1 7-•a(D • 3 +• O O 3 --N ��% N 3(D 1 N CD (� ma (n(D❑-h (n 1-• (D-bO #3❑a > - -•()+- -h N❑1-- ,•o. 7 O 1 K Cr)(n in 7• +(D 3 (n W N (n Vl 3 -1 ❑ 73 N 0 0- �03n +1Cn0 (D0 a(n'0 0 O(D -'0 O 0 O -h-'n ()C7++ 7 V1 +o'< � . • 0 0 C` 7 -.gip - +- - C 0 (D -•-,< (DC lD OcD+O • 0(n3-00 nm F N (D N 0 7- 3 Z 12.(n7 7a(D C - • +O 0 o 00 0 + •a 3 + (n(D(D 7 -•3 C -• -I-I- • 703-03£0 N _(p go + + C+ + (D (D a 0 0(C) 1 N N CT• I I I 0--•(D(❑0- +(n -• (n-. +-• - a -•3 3 (D K 1-0 1 + o 1 N _ 0 +0 0 0 3a-+ + (n •.• / (D ❑ # (n 7cD N �'ZOW 3 103 —3 OCo 0 7 N(D w + ❑ n a = a ro �= • DOr - -.- 3- -1 0 (❑o • . p CD 3+ 0 _ _ 3 CT 0- I- �`\ ca - ❑- — v ` ` f -m m Z 1l a.0 o t /� + e w c,1 mO m m 0 v > i , zoo m N ( r n 1 i' \ n-.-} /`_� - W m D '—' m °,� ,'' 1f1,� --I0 31:13 _ _-, = 00 0 0 D ' //\ � ` ( (D 3 1 (D ❑ N a = o -h'p+CJ aU1H COm OO m +nTI m-hDZ + ` ll:�� ,`il t)O Q _ - ; J 1-• �Om �ImW ONON -7-h (n-h- O-h1O 7-O OO7O ram-( a , -0-C _ _ _ o7 o nn (D (D 1 c (D-c Cco ❑ / I- � j01-+❑ <SO3 ' o +-F3 g1O a-8a +09a Qfa aa0TAN -ln r -h1-❑ 0 0 +0 700❑ n❑n ❑❑1 rri0 Z itch � �ovnViVNo -+ o�0— c1DaX oom m❑�+ �Q+ ++� N1 -0 P -icn(� wD + �' U1 -10 m — (n❑-• ❑x7 C�-•mo mo 000 0 2i( m . 7(n \ \ I m--1 -I 3(DD 7 3 -•-� a3+ o O a(7n -h30 3 7 7+ I-I D CD C +7 1,. - * (D(0• N- N- D 0 K 1 1(D+ +0 3 (n-I-0 70 0 3 +3 N N n a I- " 0 0 �}.•. 0 O7 CO< , (/1 0< = = 0 K -0 <<<1 7- o X 0 +(D 3 ❑3 0❑ 3-0(n (n-0(D 1 3" or as directed -o n(D D am r a-00) +o -CD oao<< m3-. -,❑(n (n (D 7 ❑- 71 03 f n D -•-o (nNC )-C+ -F 1 -HO 00-• by the Engineer 3+ (n+ 1 (D - 3 C--• 0 3 3 3- (D o+a CT (n cn 3 3--0 0 -0 N '-'03 m +N n 7 —a+ ❑w1 1<<-CD + +3 Embedded Dr Shaft Length + 0 — + w -• co H �( 31 o 0 cn+ CD H --0 3 1 0 r r<< (See Summary Tab I e) 0-' — - - r mp = 10 - = m N C31°30) In a -°o +(n -°+-aa a(°•< OS0 p T cD (D m O 03" (D01a 300+ C(n(n (n<(D ��in � ❑30(3 X�3+ 10-h3 0000. 0((D •D❑ 30 n. IT % ������ w N - - xi '❑1-+ 3 3- a m`m 3 4 3(n o N C Cn Lc} A�� + \� _ N +0❑ C (n+ ❑-•-•(D (n 3 m��c5Ail r���� *.*.5%) > CO = N_ A_ = oo�Q 30 • 3 ±+oo n� m� o.xo (D - - CT3(D(D 0-• 0 0011 --I-(D --1(D W C -N 1 h-- 'CO 7(n-•❑ -I- (a-1- - :G, / ••~ _. •I co CO -J (T •(D❑7 0 +(D CT a 0❑'C(DD m m m LP / / D D (D (D *a co(D 7 7 - �' VTI•Z / a N .a = \ m7 _ + + �G cTT] m o r p 2 :�/ 0 7' • -1 _, ' l) 0 O N1 r+�2(1i 111 �y% Z -I 0CJI it F4- .....4.47_ o 0 ,p o \� o f n(n 0++CT 2 (n C1 0-•1 = V1=(n G7 > z \\t��"' +C 07470 0-•3- 0 3 3 0 z1 - -•-0 -o -o -o -o H r 1 CT- 00 3-7 --❑D -a --1 c) N 3 (c)(❑N(3 Z 0 0 0 0 0 O 1 CCD 0-(D N D+a-3 < a-a o -CD 3 a (D 0-•3 1-10V1(n -0 03-•07 3 3-• ❑4*-•0) m 0 MMMM n > -+O-D a f aH (n a 3 c❑a(D 0 -h7 -❑-h-• --i C n- ❑Cr-• K-I-+0 0 -•+3 0 7 0-h (n K-•(0 > 1- m m n D > O 7+0 30(n- aN01 N(n(D0a (D 70 03 r m 1-, z - NN+ 0 00>003 (D +1(n + 01 ❑V)❑ C7 O lD (D(n 3 w+--h CT a(n CD (D -•0 3-•+O N)co �,� = 37 £ OBI�n 'O0 701CO (n 7 a3O O = Z 0 Vl x 0 3 -Fn(D 0(D 0 0) +-1 0 U1 3'• (n 0 m �, Z< Z 0 0 0+a 73 aD 0 1+ (n +❑ - -1-0) + 7 i 4i m - O O O O �, D 0 0-• - 0+ 7C73 - co-+ (D I--h3 N m o(nN HN C< =H 7 (n❑Z10 CD(D 1C00 •• • I n 7 3-3 +(D m(n❑ + =❑ 7<C)(D a CT -(D -•3 1 m W W W W -I m a+CT 0 aX 3-•(D 0+ ❑0 ❑0 N =- 3-• + m m m m -< ("( o T I ❑NN 3• 0m--32- - (na-1 3(n0 Z i ( i ( O u+ v 7 7 a o =N -0 -C)(D0 C) (n 1❑+ > > > D m " a a -PD(n co a�0 7 -1 CT - a N-•1- = Z O X) 0 (D❑(D -A-N-h -•�'<(D CTn-•O0 0 0 <1C(9 cn L. 0) 3a 01-a00000 00)CD-1,- Co -•(D010 Z m Z N 0, D £O 1 3 (n- (n(n -I- (/) - (n(n+A > m F., -•a3 (n c 3(D +0 + m(n -• C C 'g -I +OC =❑❑0-•+ =N 1 ❑N+C = 0 001D - 1 a1+ 0-(n-7(D Da)i0 -DO Za ) 0 3 3 0 D N (n n<7--•1 3-(D 1 3 3 0a-cn -0 K F-1 �-+CT -❑N 3 0 =7 N❑ 0 n. • -h = ' > D v 2 c� �. +O 7 <3 1❑C 0 7 a n CD 0 +-U1-I D N y 0 (D-(D ❑-•0)3 3 1 0 0+ a-17 7 71C o 0 73 - S 3+(D 3 N 0 7 1 7 0 -•C 3 (D 0-0 W -� Z (na --•❑a0- ❑ -hN (D+ 1-h-0U1 p '^ A N730-h(Dm 3 +07(n(n(n + 0fio+ 0 r �•/' E 7 -•(O a 1 (n 0 7 N -• O +-•1 n ' r —I o O70 3 +(n-(D-- 1-hN C(n 0 0+3 D m - ,� D 1--1 - N+ (❑(n(D CT 3- +a = -•(D-0 a .--- • (n a _ o > r 3 =axocD(n(n-• (❑+(n n + 0 r O y = CT ❑-0- 7 =C-• ❑ • +- 0 -h 1 -. -. -' (.,1 m N 1- . S `om .' 0 Z " 1 D(DlD -o++n' 33 -+ 0- 3 a Iry W w w w mD r K I I-1 Q 37 -(n(n 0- i <0 CO 1 D _1-n in D p 0 (I)CI (D D->0)a ❑-0 NCJ _r, -1 0 •I O r 3 Cl) 70 C) CT a C 3-F-• 3 CD- =N -A Z •1 Z 0-F- (D 3 0 0 0 70 -•1+ 0 W m O 7-•< 3-3 0 a(D 3 N❑0 - m 'v v 3❑ -•CNa303N -•3 1 Z I 0 -• 00 0 c❑ 71+CD (0(1) _ ±. -+N 1 31 • (n N < - • N 0 a 0 I DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver- DATE: 1/29/2020 11: 15:52 AM sion of this standard to other formats or for incorrect results or damages resulting from its use. FILE: c:\pwworking\centraI01\d1411876\sma-80.dgn r- r (DD (DD se -- o00 - -0 A --A t W W 1,1) N N -h ❑7 -0,'„. 2 A (c-,',' N N N ON -'h 7 7 W 2 . m •0 --I 7 7 N D" H II II II II 3 O. D-a0 U❑--0 o 7 7 O\O 7 O O _1, W W W N N _, < 7 3-0-a-- --I LA.] U1 -I LAc0 + r- W N N N N a f 0 7 0 a) 0 C(D (D (D • • • o- (n CO H- 7 0 0 0 0 0 O U o O U1 U1 O 01 ' () (n 0-1 -IO-IW (nor() o❑ -. 0, m-C-0 H0T(n D 7 3 r (D o O 00-•0U)O 7 D• Z° 0 0 0 c0 (0 (0 07 -I al 0 77 0 c0 (0 (9 (0 co Co -4 • 3) (D 7 00❑0 0• • • • D 0 ° 7 ip 0 -•• ❑ 0 Ut O U1 Ui O O ui ui • C ,....1co W W 07 co (_,,l c C (n 0 7 Z Z (D --1 0 m 0 (D 0 0 a N + + + > 2 • 3 7 7 a -0 -0 -0 -0 .A -O -0 W 0 K CO LC) Co Co (-0 Co -4 -4 , 0 Or C C 0 -- ci -.I N W Co C d) 01 of -- in D c -• z r C -if i �\ w p i -1 1- 0 ( C (n D n ❑ v I 0 - 7 : N N N - - • -{- co co -4 -1 Co -4 O) a1 0 r.F1 (.0 CO C0 c0 (.0 (0 C0 C9 T co W co co CA W co GAD co +-I •-h 0 0 , (nn1 (D(D 07 7-- CO - W N N N N -. 15 -0Min-19 -0Max-17 -6Nom. I a O NNNN U . o - 3 I I I I I I I I W W CA W -I ---1 --I • 7 (un I ess otherwise noted) `` D o m �< ❑ -0 oo X, - � � (9 N (0 (9 (0 <0 cO I0 lO Lo 7 aC °e. O (+D rr0 = _ _ = 0 = D D D CO D 7 N - a- m ❑ II 11 11 BOB O L„I 7- 1 1 0 Z!n D W W W N N r Ul W N N N N D° 0 ` -1 -I I` -i -•o- I (n 7 0 (n o a 7 -I w C0 Ui e -4 w c9 + - O o cn Cn O Cn O Ui D D N am G)a '5111 m 73 Cr)m (D 0 3 3 �3 O O O O O m gym{ m CO �'I D co z D 3 O I = H `� o+0 C ��" - H + +Doa cano 6 (n a CO- _ O ^ y - N Zl 30 cD 0 0 - (n — cD D 7 O 0 N O c0 c9 c0 c0 ao D D J n K D a I 7 cn 1--1 C 0 D = 70 0 c0 0 (0 co _I 0 (D Crco ° (Dr 7❑ 1 C 3+0 . . . . . . • D 00 O O Ul W O U-1 O vi -20 O C > N �O+O `<-+ z p c+p L z 7' O O Ut O O O U1 O -< O Xi 0 ITl N C O C D D N x ❑ o 3 a (rD 0 0 S� 7 CD 7�n (D ❑ D O _ Z '�'I rr-•1 _ 3 ,- K F--1 -I- r I + ❑ - O D 0 (O W 07 OJ Oo r Z 7 r C� O (!1 7 p D' W W W W W W W W r N N N -J N .I D 0 O (0 w m =O C +n 7'❑ 1 m D >� M =., I D K D D z 2 I + 7 U1 (11 U7 Ul U1 Ul U1 (Ji N D� 0 I� ;� £ m O O o D N + 7 °• 3 rn v' :� O N ro H 7 7 n 0 D • + - r U) to -+, O r (,I r o - o �CO � v1 r ? D -I-- 7 C) w w w -I -.I -.I 0 H c.1 c 1 co Co w au w w w 01 I =m = I a cO c9 c9 tO c9 c9 to c0 �. r 0 — w ai _ 7C1 O - .>� �- > 0 U)4 ' Z U) K I I < I =m I r N N N N N ]• Z x (n T \\/`'`. N 0 0 N fi + N N N N N cc W W W W W -J -i Y -•V)-h I I I I I` I I I 1 (9 tO (9 c0 l0 l0 (O c0 7 cn U)(D C- O -<\ K U) -C 0 I I l9 O� W I O C9 = - T lD 1 0 Dm - Om It-/ = O 0 a❑ -< I0(n N in+-. ^ O I C C o iY (D O K 0 I 17 P 3 I Ol dl Ol 0 0 0 0 ❑ 7 /� + p 7 D° co D D D D D D D D D O+ U\Z N it +10 Q 3 O o '< r+ 10 (n r (D C a i'� CD 3 � \ r / I V) N 7 ____ >�. • • • - — 1— - — - -i r .rG �0 C3 CD m cD N 0• G�<`<<. \� n(n +m Rise � � N - - , 1 8'-0" Nominal 1 -m =D �U o o(1-6--Rise ±2" 1 9'-6" Nom. Mounting Height co m >•0 m D+ CO v m + _ O 0 1•(D (D K , 1 nu)(D =7-0 ❑ 23' 6" Nominal _.0_1_ D D (D +7 0 +o 30'-0" _ 7 35'-0" Nominal Mounting Height 3-i U) Z-n 2 > 1--1 r , z 7 1- z 0(/) 0 r-i D O O N co Z - 0 S _P -0 -0 W W N N N -h t(D 1 0. -°h 0 )O 0-. A .A W W N N N -h a73 D- �](7 Z w ❑co 7 a 3• Z 3• —. oo _0 0 dl N co -0 0 + + 7 co -A O N Co O + 'n 2 7 D-0 0 0 N 3 O n O D D - D - 7 a 0 -. ? o (D "T" nu) • G7 D (D 7 CO 3 7 0 - 0 - (n 0 -•O V ! ~ \\1/4`\ Co > 7 0- > D O co .A O �, 1❑ co -o O dl N co O �, -•0 0 Cr 0 OD_O `, r V) + > H H H -D D r r r 0 r r r r 3 0-1 O °'� D� ` 3 I I I � (D ❑ I I I I I I I (9 -0- < - C O ' ��O••••° -I • •.•..%>' '17 O� W W r D D r ° r 3 00 03 w co co co co co co co oo D -+(D 0- a) x Cr) O O O 0 1 0 0 0 0 O 0 0 O ° N 0 -m /6' .°°'9j,1 Z r(n I I CD CO (n D • D o D D H- x 7o (+n- /�y ;1•, .• + ,n H 7 O 0 1❑ N o O co 7 7 O ❑ ❑ cD /O •n o = • / +1 0 = 10-7 Q D3 3 D a+o 0 ❑+ mom = /n :m o •p/ 30 a+0 - 7 -0 7 0 77 •F `� H ••y/ -1 C c3 (n CD (D -(n 0 a 7 to '• -o rn 1 ZC. . m •:}�- - mcz 0 7 0 + -. 0D 0 (D Z-0 r Tir N O 11144, •• to •• ' •Sa.✓ Cn �)cc = (n 0 0 ° C o-°I-C O m 0 m m C) -- t E *.�! -I TI D 0 7 0 -0 7 -+(n -• 7- Iz x o a) t R * C c-) C -D -}- - 0 N -I- ❑❑ 7 a)- rn Ei m CD ��\\,.+� -I ° CD (n - -. " - -• 3 0 a o 2-I 3' -7 N z 0 -0 + 7 a o + (D + -0 7 0 -• ❑£ W o 1< I (D D 7 m 03(n=0 No = -1- 0 -0 N O a lD (D 0-D nofC. mz "3 0 CD 0 N -m 0 T cD 7❑ _ - o 0 - -1- `'<+ f,-I 1 a • -<73 a O 0 + £� fJ (D -I (D ❑❑ D C o C LA LA N N �. 0--' _1, .A -0 CA (...I N N N N a O nl CD - ❑ N 00 _p 7 co -0 0 6) N c .A 0 1° -A C7 i-i -I 2 H m O❑ 7 ° D 1-1 )--1 H HI D a a7 (n U) in U1 U) U) U1 U1 D +a Z Cri in 0 7 4-0 + .A + H H H H o H I 1 I I I 1 I ❑ 7'D D - • /"1 M. 00030000 CO OD CO -O m ++�° K 0000 -. c70 ~ 0 0 0 0 0 0 0 0 + 0 C o O O(D Vi O Oo D o acn c<D m ❑7 �r -0 D *a0 Cr 0CD (n N - -< - a co O 3 ao ❑ > iv N�a = O ❑ ❑ In O O - cDD m O(o a ao '� n + 7 aH7 + ^ ❑ N I�-1 O 5slii, m a cD H cn 3((n �1 0m cn a + a so Z V� (n DOD p m� (n sJ 3 fa 3m C3 O(n O 0 oQ t° ° C° a Iy n❑ 1^ - Op I— T� T� -y �` -•°3❑ 4 7 ° -1- z ° (n O m V N W CT 7 a-D(n a + cn ( �. -1. - O D 7 HOC a v s (O —I 1-1 0 o CD -_ 0 - cn - CD +(D w w D o c� Z o❑7 (D .A 4, -0 W W N N N C �+ ; V l C � fi D(n co 0 Ol N ❑ N [n co o dl N o7 -0 0 - r Ul " m! - > -' '^ o o O-• �HH-1 _ pH 7 0. r^ 4 I I I 1 I 1 C CO m 0 D Z N V! �� �. 0) a0(+n I i i i I °� w0 a o 0 0 0 0 0 0 co °+ -� �D • "— ' C 1--1 O Q a m co co 00 00 0 n D m o m °o cr --h r F `h 0 -•o O+� 0 0 0 0 o D 0 lD 3 c 7 o D m lD-• 7 rF-i a OD N D C7 C, -n o y 3 0- co+ _ -. + cD CD • K m Q Q (n Z = Co + Cnn CD ma o> w m 0 a Z C D m m 7(n Ut D ° a+ ❑ Q Z � ITI � r -co o �� + O z� 3 t ..� m ,, 0 ❑ � 7 ❑ ° c<o o z `ICD (DC- N 7 O- 0 + 7 O ' +O + 7(D (n p + r _ __ O N cn - (n(n - o + y n _ m 7 N z N N v N `.. a 0 DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver- DATE: 1/29/2020 11:15:55 AM sion of this standard to other formats or for incorrect results or damages resulting from its use. FILE: c:\pwworking\centraI01\d1411876\MOD sns-95.dgn L.'', — H U) z V1Ul0 Wo m m z m • 7 m m In m -,,-•n + c, '•m Cl, o o a++ z l0 o m —++< o z 7 -•m — m o 0 woo —o + , —,O 7 r-,,1 m m O In 7 -- In O▪ m V V7 7 D m 7 m m m m . n 0 x - -n o - —n,nQ+m a,—m 7 m m - a- m • a,o -•nQam 7 +O m 7 0 • ,- o 0 7 m O -•0 - m 7 7 m a - 0 0 0 � m — 7,0 O m a .0 7-I- -0 7 m -• + D0 +7 7 m -+ O , 0 X -. . ,0 0 . -7 - m 7 X f!, 7 m ti m an • D w O a m m -7- .0_ ,< mQ. 0 701 , - r m - m 0- - D 7 lr 77 • 0 + - +m CD ++ .0 CI a • m • m x , in m n + +17 , m . 7 — D m m o a 29 m � m • 0 s O a CT, £N -'�• o a < + m 7 "0 m 0 o m 7cn f o (pan 7C Q p N O t0 7 7 Q. 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Dr xK —1ya N o �\i? * " pH C ro K p m r " K 0 �I g' - ‘N.N. - j o D x V) — (� N O " Z g 0 0 —.A f N 0 N" < • C0 v' g 0 DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver- DATE: 1/29/2020 11:15:58 AM sion of this standard to other formats or for incorrect results or damages resulting from its use. FILE: c:\pwworking\centraI01\d1411876\MOD tscf04.dgn (O CA �I (P U1 a W IV - n DD �� a -I Z E'IT a a' 3 2-+5 ro+CD fD O-Gig I'"1 -1-I-I-O O T ( ) c") CD ❑7 7- 7 O 'a 7 co❑ X Si V 7 X 7❑ '-C. 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X N N �o 1 )X CD 00 �_ \ o� 0 E 0 D C7 -T1 0 a- W °++ `� I o D ° a `^ I T cn ❑ 3 a-ID 0 a 7 Z IV I V O (°ii h Co r� , -I.7° °, -°O ,--1 N 0 I❑ 7 F IH m ��11 '�1 c/�`n CD 0° If) C 0 -h 7 H o m C7 C) V I o y -I++ z: - 0 0 0 (D 0 D H H ' c °E c D c 0 a (aD z K 0 C � '� �� 3 a o a o 0 Z Z Z m or, r $ at 7 cn W v n I to r W m " _1 j t7 o K N DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver- DATE: 1/29/2020 11:17:18 AM sion of this standard to other formats or for incorrect results or damages resulting from its use. FILE: c:\pwworking\centra101\d1411876\mad.dgn 30'-0" ±1" _ 23'-6" ±1" _ o� CD N 18'-0" ±1" Co _ --0 C o2,-6„ 9„ �_i ,�r "�' °' 7 oa r- cn . 12" ± IA" 2'-3" 1,-6„ _ 00 ,I -' C o-• aL (I) • -h : 7n ` T 0 D X a = i°._ -. M 7 o ro -o co 3° -=a 7X 000 n - (n300 -❑ Oro a O 0 0 -•0 0 �°+�m °_� 7 ram+ o� 11" 9" N !6y ?<�+ K- O 0 mo O W ��❑ m) ,_.. 4„ m D 7 3 / -hK 7 cD r-±1 -0 at) M .....? . V ) (c " I—I M 0— M -,-__________.....// T °IA.- ,/// -I m rI-lr D c v / , a ---'l \ D N \ 0 ( nnnm„ / �1(n o 1 F-1 N ❑CDC o O a O N B(n C1 32(n D X �� �m N° ! 0 ' O 0 7 ,I �'m 0(n O \ N 4 ro N-7 -. 0)C 0 = ❑(D- ❑0 D a�7 = 10 7 h V) � (n W� 7 O (D D _ +(D Z \ \ (nnC (n00 a (n a ON w n 00 a- i� SO ro (D o o, - ++O 03 3 a0 a 7(D - - 7• 0 0 fl (D x x ro (D 3-�a +O ID O 0 7-• _•0 _ w X a (D+ 0 0.A 7+ _.a 7 CD 7 0 3-•o n a i N a-•2 o Xpcooc - (D n - 20 - = an 7 n ❑+ C 0 -0 7 O Q❑U)(n N CD . ro ❑(D O _ N 0 O-• CD X 7-• +n n �� �a N N ❑=w -F 7 307 __• O++ --n O a a❑ +a 0 OO 7❑ - _.O ro- ro N a 300 0 i ❑3❑ ro�7❑❑ -•a + << O- O- � �3 CD 7� om +(D+ 7 N❑ cn 0 (n o 4,3 3 7 cD ro o n ? -� W£G-)O N ro - _ 7 -0 CD 3 -h +_, (D ...0 3 (0 (n�D73 N 0+ ro0 7 a Cr a-C 7 O+ ° 0 Z7 0 ro 7<DO n (�� -C 0 CA "O K 0 a K 01 7- (D- a 7 (n-•K 3- --• o -0 0 - 1 = N ' ro 100 OO 201r�cn 3 7?+CD• CD m (0 a) (D W NO W = = =+ 7 II ❑ _ (D n00 n • C) 4l J �i in co W cfl N O- 7 4, m Ir (_] moimmumm (D' X m ��wa�� ����� w ro+ a wri�7��� 1 D r ro D N N C F--1 - - H I-I N 0 W " 1ik+�'` ilW 17 r- Z� X N x X x 0 0 D 7 r �::��'� ■II�� V J x •- 7�6 „ N x - - (Do m (71 < C7 1 1„ 6„ o �_ a N N Z nn�cn�1�= n(n v ro + 4 0+N 5/16 c �_ _ _ = fn n a0 N (n C7 3 3(n 7 X W❑ O� NO \ +0 m Z°C (nC0 = OM- room �a = (03 1,V) N —I (D-a-oroa -.m= 0 > O (n 0 C (n 00 ❑0 3-0 =a w a Oro w7 0 ❑V)-❑-• 0--(Da 403 m 7 0m 2 x o a s B.o m 0 D ar cn 7 a❑ a)0_ -- » CD a-•B O - 20 7 +❑ H o w W w w (,, n o3- o na Nm (DID 1n ,na ro °++ ° °O Q n t0 0,1 v rn 0 n ID 030 (D;7nn =3 + < O- - m o CD -I N) ��3 �'°4,�� 0 - 00 mQ + �CD-I �/ �/ /� )roif a ao 7U O N NO O fi -❑ + - -7 a) 0 1--1 CD- a co 7 '1l 2 (n 70 70 i T na)0 07 -o �,- --• o m m0 4" °- - Qa i-+ +� (� > m �r� III io v o`� v . `\� N • m r [ 7 -= _ -I 1,11-f -I 9• - > OWN Ire7146 I IIMArill_111. I-I i'-' 3 �:: t. _, � _.a < R°c_a „ O O 000 ti -•O fi 4 1 -a a- -< Zoo = /16 r v) C 0")-01 co 0- o O co N,_-, +W7 7 7 = / +°a a ❑ =OCn OO p N+ + W OOrow•-1,a I') +Q y 0 0 X + +2 \ -' Z a+❑70 N a ro 7 7 7(D = 7 --•3 + a 7 a) (n 0+'C '0 90 7 7 CD . K ro-•+ + ,��j/��j a ■ -•o o -0 +p C•� MO 111111IIID v, o�> 3 7a a r All" r _ _ O -0 D + -I V) ��osokA���\\\ D CD Z X - 0 7 7 i'ri �474 ij M ��� \\ hl (n= rs,\(n N 0 0 0o W ❑0-• _ -I \���\\ %�� -I .Cl cn+ rn D a ° (T7 jHT ') - , OO -7 + o❑'Co < (nN0 D (n-CI- n- 707C 0+�O ` �� C � 007 # 070 Z Cn �(D<7 T. c,, Z0 D0 0_ ��� Q # a N o° O � (0cI _ + Bolt Circle 7 x a,#o --1-r 3 7 0 c 2 Diameter < o o a i 0+N W V CD ' .. • f 3 0 0 X +O 0 \ / o I N - -00a -I--• X ,- CT 3 CD-a (D(D 2 x N m ,.< (7(0a �,7 CD 3 m (D + • ++ 7 (�D -I, W N 7 Cr a--h 3 # o O-O O+- C+01-h3 # m 0 - +0 C 71n 0 -0 o-F co o - +-r7- ++-I -. 0-(n 0-I (n S-(n-o-I CO O Cr • I O S O 1(0 I - 0 0 7 N 0 7 +-7 _+0 7 O❑n C N 7 Z a)7--- (,4 0 9-• • u.) 01 7(n 7 0 0 (D(n(D\7 7 0 O-•+7 0 0 0 a)C 7N 7`-•7 0 N C"7+ 3 3 0 n -•(n 73 0-7 -I 1.)- 3 0 7 0-0 a 0 000 -•0(n (n O(n =0-•"C N 0 (n i 7-•-0 m -o (n- 7 ro- ❑C+0 N- 700 7N(nOO +7N(n 0 N o Q , -• 1 - 0 7 7 -•V)O +- o(n 7(0 < -1- 0(00 01 +0(D C V) -OM 7 V)C ro -•N 70 +7(D > (D-• (n 70 +0 V)7-K7 N-I,❑ ❑7 0 7 0 ■ co +0 7 (n 7 + 1 aH0(0 3 0 7 n<< a 0 - ❑ 0 0 0 +O a 7U1 7 ❑ a(n a (n C') O -a 7 7 0 (D "O+n O 7 (D a 7 a 7 -007 -• - ' On+-hC (MOO) 0❑ 1•'T - N+C 0 #N H., 707•'-, 0-7ro-- 0 -0 a (n - (0 -•-r 7'C 0 ❑ 7• ❑X O- N11111.11,_ Q • #(n co(n 0 70-•7 0 O 0 -+7 C �/❑ W3 n(no -mop 7+ *r--7" Cr C / W 00 7 0❑ a + #N C (n❑ 0 CD W7 a-00 • +o (0 7 +fi3 n �j� �/ ta a 01 7 -• 7 7+a�1 O(D 0 O-•0 7 0 n •N ON7 0 `<cn07 -•7+ a j/i�j 1... N " # 7 10 -h---0 0< + 0 (D O / Q C ro(D O -ho7ro�_lD 7 70-}CD 0)❑7� T� �� // �� O o Q /� �2 nx \ (n01 W77 0❑ =N n +7(0+❑-• v (40 ,1� _�. + Q -,\ \ o (D O C 0 0E- n(D 77-ro 0 m n 0 W (n-•+ O 0 -C-•- 0 0+(D-O 7(n D CT N (n 7 7 -•C' + 0(n-7 (D X) •—■ N _l ❑a + m V) -O7 2 a 0 (0C o70 ro K• o- 1! v o o- n- 0 7+7 7 7(n CD-ho -� _ o c —.I -0 y o 7 (D n n +0 7+C7 0 —I + { k Tr- n -17-0 O-• ❑O O C 3 M o = -0- x D �1 o ��•o o�ro°-(aD °o-�� +a Z mx a: CI �m7 NON +W o 7:1- D u' O D - 7ro 00(n 7` MO0 -hCO 0 o- - --• 7-0 0 m ro =0 7 I-I XI -I m 3 0c W�(7D OW+Q.74 N(D30(DO CD a-h- n If- --(ronn ��� r O� -(n NO 0 7 ro -•a 0\0- 3 7 a 0 0 -0 0 am C 0 T Co I-1 N 0 CO C' +C N 7 +A--7, _.0 0 7a"O 0 _ +N 0 L D g = V '^ ^ (n (D n o aro.0(0 0 CIO 0> 7 7 0 7 " 7 0+ 7 =+ = n C y N y' C7 # fi c 7<-C 0 7 N(n-7 co ,❑a D o n -I 7 (D 0 O —I O r C Kam' ❑ 0 0 0 0C❑ (n 7 0 7 ,<2 0) -0 x X 0 Z 0 70) (n0 (n7<0-(n7 7+(D (D-o0 -C 0 _ I— N �� N O ro 7� 70❑--(n (n(D 0 X0 00 0 ro• OO K N = 0 — m C �� --'D NOW C n+Q °NAY O a7 70 =0 N< I 1` n� �° 1-. = 0 -7+ -L H,C•- -•-•0(n(n 7 7l0 a 00 n F c) c, = -K 0 0 N -N 0-N 7 7-•C+ =7 =- N = Q ro r o v` v " VJ p C I 0 7 -•N❑ C -(0-I--I-• - 0 0+ o �., D 1>!.D n S m m —I Z l ' 3N T#7 (n-a7(nn CD m+7(D0 O0) �_ (n 0 _ (-)D u) K D xi r ..,,co o� com° -I- 00) m °°00(n o f - K — � ��30 F 0 -•0 U)- - 7 1 +0 -h 0 0 7 -•Co 9 (n D o(D Z o I4. 77 O -Oro Won -7 7❑ 7 ' _. 7 U) n(n 2 D �I ,^ In ON +7 0 NO❑ - +❑a 7- (D N 0 0 N Q +0 x I r— V' apt- 01 7 ` X++ +7(n Cl) - -4 - _ 3 1• ❑ c��, a 31 N NN N 07 C (nX (D LA x n 0 7 C O ❑ 7 `0 a) Cr D 7 Q 7 .A y > N (D 7 7 7 0 0 + - i + S - -I- 3+ ro.,= o cn Q o n 0 7 � DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver- DATE: 1/29/2020 11.17:21 AM sion of this standard to other formats or for incorrect results or damages resulting from its use. FILE: c:\pwworking\central0l\d1411876\lum-a.dgn 0.A 1'-61I± 1I21 5'-6"-±1 II 7 = 0 N N L d (51 - (D (n C u) D i n n n ��0 0 ��n D-o-FN Q. Bolt Holes (� N).") n 7� n N� (D- _ r _° Cn Cn o r _� 111± 1/211 N�=o I I� Simplex fitting OD �x X 3/411+ 1/211 �A°n QD oX R. o - , - r D -O N r -I D I n 0 0 0 0 --I H N -0 Co u-) 1---I ,- \ liNIMMIlti--"----1 E D H> N 10��, O�Q=1■ �.. ?( O7 I \, N N in KfRDUl -I z n . ., -1 z(-) IL_ lamminkN z ,1� = err& 1j I— z \�D�p 14 r z I ��p o D m N N :3: —i lb ( 0/ D ((-?- OS, - W. D L ? 9 , 7 0 C� �u-i �.,. \ K n9 n � • r L � ,� 0 D , `� D \ e0 rn D I+ eo�1� o f 0 KIh. _ _ �� P II,I D N N 3 = M 10" 'r rn o r N 7 �/ r �� n 0 m —� 0- mm -i D�' --10�I 1OQ= ! -.N N- x a -nizD n c7nc+n �o H > v 0)Wn �I - Cn 0- - o 00 • I--I O I I n O O 0 N 10 I a o -f-N- X 7 -0 w O O T N F5 _ _ 1 II �-I/2 11 (3 _• z ° x -I 4 Q n Ulm 3 0- I W N m 1 /2 -0 9°0 I . G O+ - Z o =o ooOO Z (7D-o • o° _ a cn I • 0 X D co -I _ n 0 (D ulm ��oo D?�1 -0 O 07 0 N 0 = a- 00-• 00 0 -I 4 -I ' -} --(D Nr (n0 (D(D- -T� 07 7 n• O 3-0 a a (n 0 0O< co 0 0 a+ 4 + CD + 0 (n N a , r _ O w ��wvw w a��w�o. -0 v w � vvmv 1'-6" +1/32 5'-6II±1 II MIMMIta .L 01 �, ��v�� � -13 o III1151111 Bolt Holes --I n in H - 0 1( Simplex fitting O O Dp 30 O D 4 _ Z m 0 3 d NWN m 0 3 N(Alro _. --,17' --I--' C N 0 C. 0 O (D 0 m - (D -I1-1 -0 - 0 I \ • C > H (D <-D (7D* +� • H 0 0 ++ • • -I \ S 7+ NN ul D X 0 -•+ X CD \ r� _ + Z x _i3O, 7 1- X Z X n O m c, _. 0- o -,,a) 00- _+E. X 0 -•n- --a \ -(A c 0 I_ N -. -a N —I a \ , X O f� (0 7 a = 7C = 1 N \ n \ O I -{ _ m01 I ' 1 m I__�N ' m �r1i D \ \, O N cn (n _ - 0 0 D D ,'t--:? _ = 0 Z X U1 3 NWN X iv LA I-I 3 r- N = - ,-. N = T \ \ (n N O 0 Ui m 3 (n N O 'O(n N 0 (D 0 CO - - (D 0 I--1 0 - "' - W 3 -0 7C' 7 W - 3 T n 01 0 I""i"") m I -I (D 0 0 0 0 (D 0 0 0 CO z X (D— �0 -ham z x CD �0 --F 0 , \ ��' �, X -- -I- X C, x +a + x 7 0J D r- 7 - 10 _7 0 o"N= Z7 I 0 (0 1 7/a 11 N= In N= a 0 0 K W N I In 1 1/2 '0O= Q I-F I+ <0 N \ > °� N X ; = N 0 N 0< I 73 _ _ -0 _ - N = •O n O e K 00 •• I ____4_ I a I- ° MWMA n 0_ aomo x • mn I� I m D +(n �� _ /81I n O n+ K - (I) x I-I N 0 C 7L `./ 11 1--I II m i 7 N M J_ -I? .o. ID -17) - -2--- \' 111 0 0 f".? r -0 p OPlib' X — — x 0 IL a ii mDlivi m -o ► 1 —I __I 1. ' —I p 1 = D —I - — o D 5 1/211 Approx. M 1 i--I D w I I \ --I 11 7/8 11 1/2 II, 1- c) 1 �� J� > D r H 511 APPox. m ��iai�r/i1001/i/ cn 3 3 o o I— (�1 O D Z (0n > 7 -0 O O O O o 0, O3 CD0'D W3D a > ao<o -F - X O<---I (T1 7-J (On C< 2 1 3 CD 7000 -F(n07-(n+f D-•(n ,--It0 o(n(no (57a30 47->In0m(n 0 0K -� 7o 00nCD - 0000 0 7--0 7.7'-• -7 7 -F 0 CC 7-'0 Cr(D(D-•(n 0 -•0 7'0 7-•-0 m O 0 0(D- nn7n0 -F -I- 0 (D- -Fn(D4-73(n0 3<3(Dac(D z 00'D -•C3 7 -h (n0-F(n X C X (D I-, -I--3 a- 7-P1 0 n i 0 3 < o-o o a(D 0(D 0 K (D-•(n 0 a o m +-•01 " 3 C n-F -•n--• -•10•4 Cl) +7-+ 0700 -•0 0 + 7-� 0-(n 0 7 O SOJCD n C ---•- -7 3 7 n MD a7 0--co 3> 0 aN n--1--1- -•0 a 7+7 7 010 O" CD 0 -•N0 7 0 < - -7 7 -- -s 7 N 0-a-o o cn n - n-- 3> 7 0" 7 0 0 CD (n-• 0 - lD lD 0 N n 7 Cr N 7 Cl O CD-• N CD C0 O-• 7• --n(D a 7 0 CD 0•-• rN (Dn �CDl1 D D a- (D+- a CD (D(D D +7 N n CTt N CD Q(D (D 0 O O'-•7 7 7 n N N 0 1n a 7 Q 7 a 0-•- -i r Ui() N �,* Q 7 70 O-•+ U1� 0 a + 0(n - a 0 *7 0 0 n 7 C 7 in 7 z ��3> 0�•0 • D o �•�7- H H D.H 01 71 O 0700 CD�O+(Do a70O a0, 0-- nOaO(nO(Dn O00-3n+0 n- O --N £+ -Fna-• Ui tTK 7 0--rip +7 N 0 CD (D (D 0 7 7 G7 n 0 -•+n 7 C a O 0-,(n N 7 0 0 (Tl 7 CD O O(D C -•CD a 7(D 3 a 3> I D O D o D -000 n7 3C o> (n 0 01,+ 77-Q 7 n(n-• 0-h-• o)1n77 U1 -W 7 77 0)- CD W mcn 7 N 0 I A - +a to 0)+ In-• 7 0-•+ Cn W 73 V� +C Q(n +(D 0, -•W(n -- Z�, -+� -•7+(D 7 7++n (D(D n�o(D In-h �! m C * aa-070 7 O -hN-• 0f07 <00 77-•O(nCa(D7'7 -h070< O NV!(n +�Q 00 0��� 7G1 -I a '—I ()-• -•(D +0+o a-•(n3 7-•0 0 0 7 7 0 0 -c, 0 a -h+(D -•I--h7 7 D . 7 O G7 m -0 H 7 0 0 3 a- 0 0 o Cr)-I-c 3 7 ( 7+n-I,f CD (5-H --•a3 Cn C o 3 +r -•0- am -o • n _, o f �•�••� D 0(0 0)0 CC 0 n- -+aCC- a-• -•-h-• 3 7-+n 7-7 CD +-h 0< -0-•3 7 0) 10 0 N Ito 0 0- O N D7 0 O• N 7 D + CD - (n+- 30-O• O0 0 7+ Nn0 nOOt?-•0- =0n - O+aO-• - N 01 V n n(DC() 0- -0 0- -X 7-'CD a -•Q0 - 7 7 0 7 a 3 CC (D 0 7 7 U1+ n 7 I +-, 7-• -•7- O' O� r D O ^ Q 3-3 7 0 0 (n a+H+ CD+ 0 7 7 - -•aO 0 7 7'0 -O(n 0+0 a10 rn -•a0 O(n -4,I0-In 0 I (n V J v Cr) 0-CC (n 0 0 0 a s(n-h 0(n to-•7 -h o+0 0-0 7 0)-• +7 Cn- -•7 CD+ 7 7 ++ -•-F 7 0 D W Cl) -(n0 O N 00 h0 0 7 C a =0 O n-O n+(n 7 a000 "O C C+7 C -cn n IVO-4, N a 0a a < Cn 7 r O D n C4+°N o CD fiO o o a-F -+-IN -}a ��CD 0 0 N�•�—F �,o o n N c 7 7 0 (n 7 0 Ul O 0 O IV` aQa -•617 Nam, +ten 0 O 7- '1'1 � a(n O- 7 CC- - -- 7 n�0-• O 0 7 n 7 n-a+ =0 +7 CD 7 n+D 0 UlIO 0 0 0 0 m0+ 7 O D D D > o n z n O -(D 7 N +N1n 0" N- 7 0 0 0• n-C aH7 -(D+-+n n D 0 0 - -h (p-p 0 W D_ 0� lnn0(n7 (n'<a (n 0 -•(n 0 +00 CC 7 7 • a • 07-D + OO 61- C ? 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No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver- DATE: 1/29/2020 11:17:25 AM sion of this standard to other formats or for incorrect results or damages resulting from its use. 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No warranty of any DATE: 1/29/2020 11:17:32 AM kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion FILE: c:\pwworking\central0l\di411876\cccgl2.dgn of this standard to other formats or for incorrect results or damages resulting from its use. c)_, n-a O m j m 7 O O O C ca ❑ O m +-. + D ZO1Cn Ocn CD CnD O - 'I L O m N O m +3 C Z CO m Z O + 3 \ 3 0 ++0- +O_❑ 0 •C 0) CTI _ -a \ ir -D —1 NJ nA V vN ^ i'm� Au., n e A W 1 1 A I • cnN m n ^ = H N r = Cr m „ ,AN in 1-4 _ - _,_ •-`-• Y a) w H R = R H U1 = I N H A �(�,� co Y I H v n '� v ,�\C —� rN v v v U1 C vN v I c X) n-a C ^p ACO Y r -S _ o _ = C7 V)+ f + ^ \ m O IT1 o - _. tT7 > cn_. N - m cn 1 3 m _ m - m CD x "_' CD 0 .. O NA m 0 m O - Z- m O CmD Oh _ -.< + 0 + z 0 H D o 1-1 Z N 0 O o m c o m--Im o� mm7 +1 Cl) r 1 � • � - Wmm A c � HI "' o -H 0m 7 _ m a o +� 0 d m mN O r O r _ - o a v -0 -CD31 � =_3 a m 0 CD 0A 31 3 H r -I C n 3 (D '-- 0 v 0 3 C (1l- Z+-0 O m ❑ +m < (D 0 3 N- 3 - 3 N INN N Igo -0 =>itul 6 R O _ ^ N--1 l a a -�, N m o(D nW A Co c 1 I O W ❑ 0.� m L+3 r = • N 61 = � X m 3 0 - c cn Ulso, co r ^ I �, m �m m +-FD- —I R r I In _ + °X N O N E A I N v m �� 71 o J m� A _ < D = �/ -.° m7 - H o N m °� Zp (n N - N n W (/1 _ I -o = •� =Y = �H < U1 > (D O n C7 + O m 3 A __ H ❑ m O -+ H v 1 (}1 co Z- H C -< s I - (D 1 1 ❑ 0 om _ z 1 = � (r = me �- = a° N o -CI r r G7 W ro .A o a -' > r 0 (.J7 III -h A _ -i A - m H Z I + W H c O+ (n 1 —1 < A 1_. �. A I O m -0 H Ul 0 (D-h 3 ❑ _ (D 1 - _ OI, = a O DC Om cljn 1 � C 1C > Cn m 7 m7 o H Y I 1 Cn a 0 C A _ Om r ^ 1 ❑ -Oi, + r --i o �cn,, ,v 1 -D O a\� m N N is C ro Ia(D A A l'Ar 6I,R ' = i + w 71 • • ^ H N / r _ H CiJ r >I N� I H � vN I n A N 3,, Y A :. C �—� o N 73 m 01 m-, N Z. Z- _ Dcn --),(--) C31 N rn� Z- = 0 oa MZ 0 -F Z ❑❑- 03 m 1 = 1.--1 --1 = D 1 C 0 A a A 1 0 CD -m a s 10 R H oa = G7 �m o --0 —I C I- .. �_ ° 0000 (JI -ho A n n —I C = C r- _ 3 0- C Q C � 0 3--I- + •� ` tJt A 0 C N O • (3D m ^W• m m �7 0�, �Q ago- - _ � c7 F - 3100 0 7 � om m ., a73 n ❑ -1 c0D CD m(]n 7 D < >- 7 a + a H -E�1 7 cnn 0 0 -1 z = H in a m CD G� XI > aO��0H m Z W Q o -o O -1 l3n H 3 O a • z -� o o+ �a)m m •• = 0 -+° v 1- ❑ (n -, o 0 -•.❑ --I C in - in f(A< CD O 3 m m = 3 3 3a- - ❑ M c Z 3 O 1.03 + + ,�, 3 a _ CD 0 0 C 1 0- N - O (p co 91 07 A W N - 0 n o--(D-o-0 1 * 0 < O ❑ C o- 0 7 < ❑- +'D(❑ +m 1-0 0 Cn > 3 m7 c)+1 a * n ()£ D 3 o o --❑ CD 7 1 3 3 Do ❑ ❑ - CD (D +1 O -C O X CD ❑ 7 ❑ - -•o o 3 CD +3 O C -•- (D 3 -•0 ❑ < Cn (D CD CD a C < < 3 -•1 0 ❑ + -D -•< (D £ - 3 C 3 CD -•7(D 3 1 +- -� ❑j D Al -h 3 0 0 3 c 3 1 1 i a m (D m 3 + -< 0 0 +3 ❑ 3 CD 1 CD -•3 O 3 CD 3 0 D"a o + (D - -•(D z - - 3 3 3 -h-• 0 -•O CD (D ❑ 3 -h 3 CD a m 3 a +o-+b 1 1 3 0 (❑m i 1 (n a s(D +< 10 ❑ - (D (D (n o 0 0 a 3 3 1 +m 0 (D X C 1 0 0 f 1 (D ❑ H❑ - 3 • CD 3 -•(D 1 0 - ()-0 3 3 - 1 ❑ 0000 0 - 1 3 0 0 30 C-D 1 -•CD + 344 +_. < 1 -•+3 1 ❑ C -h 37 ++0 0 - +a 1 3 ❑ 7 0 0 +O 1 0 X 0 ❑ O N - (D a m CD 3 7 + 0 3" 0 + -0 ( 10 • 3 - 0 +a 3 -•- 3 + 1-0 -+1 -•CD 3 3 1 z O 7) - • D"-• -D fi a 30 00 + •...10 3 0 1 - ❑ 0 -•+3 fi Cl) o 0 (D -•❑ +-•0 3 1 -• _.g - (03 3 +CD o ❑ ❑ ❑ (o +1 CD 3 am O 3 1❑ Cn o 7 C Ui❑ -i- m +-•3 0 7 3 ❑ 0 0 0 - 3 a-1 a co -h 0 < 3 a m 3 O -•(D 3 CD 7 1 ❑ +N- iD (n 7 3 O CD - 1 a +CD (D (D - a (n'V (D 0 a D'(D + 0 C a 3 -•0 0 - +CO 0 ❑ 7 a+❑ 0 3 3 a co < 0 (n o+(n C - - CD•• a) T -❑F O C° -❑"O 0 (D -0cnn 3 (n 1 0 -•1 < C +(D O 1-D (D C co - 3 3 1 0 0 1 m a 0 -lD c x 0 1 -•0 7 (n 1 1 C (D 1 3 0 (n ❑ 0 a 1 0 a < -a❑ • 1 a =3 -+ '•^ \ 70 ❑ 3 0 1 1- ❑ o C O - (D 0 3 D'++3 < C a -h❑ -•1 0 CD =o a 0 o r, A (D -•-0 3 to 3 3 D'❑ m a 3 1 0 In N 0 +(D 0 + (0 (D 1 ❑ (n 1 m o o -1 a 0 o .❑ 3 -0 -•0 3 7 CD a 3 a 0 +C 3 0 1 1 3 O' + \-D -•a CD a n3 0 a -, C ❑ ❑ m +-•0 ❑ m C - ❑ 3 CD 1 +1,-•o ❑ 0 0 0 a OCDCDI - 0 0 N ~ 3 C +(n 3 - CD - _ _.-• -+ a- 0'. 0 -.0 C 3 ( 3 -'0 3 0 + (n ❑ 1 3 k 1 m (n CD ac -• ao +- co cn -❑ Cl) o -•3 + ++m xa 3 a • (Doc m cD cn A - n 21 CD (D + -•-•a CT 3 (n 3 - a` (D C 3 +- CD -• 0(0 1 D'Cn ❑ 07 ++ `I< "' `,,,, N a(D fi+ -•- (D -._.+ D '< X 1 +Cn o a(n'D (n a 7 0 -(D 1 (D 1 0 D m 0 7❑ 3 N C fi' (n 3 7 (D a 0"D D'(D 3 a- +1 Co 1-_(D (D D C $ C Z f�) 73 N -1 -❑ O -+1 - ° a)-�I m 'D 0 7 7 3 ❑ a 3 3❑ 0 3 < £ Cl) -h C C-OI- N �j'� 1 -h-❑D 0 m 3 A + -m lD Cr 0 3 O 0 -lD o m +D Cl) 1 -• 7+ d C7 0 0 < ❑ O 1 + CD (D -7 ❑ - - a o ❑ D a + 1 (n (D D o T TT ••1 0 1 3 (D < 0 N X + 3 - • 0 m 1 0 3 -3 -0- --❑ 7 o K a - 3 W N a 0 O 3 (D 3 + -•3 ❑ m OCDO Oa 3 0 3 1 0 -+ ❑ (D O O K K< 3" 3 O -•(D 3 co 1 m ❑ 07 x a T." a❑ ,❑ + C 1 Cl) 0 3 -•Cn ❑ 0-•+ o(n O C +3 (D +C + + - 3 1 - C •+CD O N a 3 r a 7+ C a ,�,. • O v 1 1 C 3 1 O ❑ CD + 3 ❑ (D ❑ N 3 1 O ++C O • 1 m ++ 1 -m (D 7 +❑ ^ (D D a +C + + -•a O - - 0 �•(n a 1 -O C a m + CD 3 -•(D N 1 7 ❑ (D Cr) 3 1 a❑ -•X (nO 0 a m +- ` ' --• C -•,.< m - D v 8 z ^ Z m _K` (D Cn 3 (D Cn +0 ❑ ❑ 0 + • ❑ -h 3 1 + 'D Cr) - -0 0- 3 3 +0 1 C , z ` J •-I CD ❑ ++-•3 0 - ❑...< 0 0 O a • ❑ 0 -•❑ - CD -I- CD a ❑ 7' (n - a V1 x ^ CI a) 0 0 -❑ m O 0 +-0 CD -1, C + (n < ❑ a-• -•(D -h 7 (D 4, C + -•CD 3 3 V7 - 3 1 + (n (D 3 D" 3 1 3 3 -•❑ ❑ • o I y Q O O (n ,--•°• +3 0 1 (n a 3 3 a(D ❑c❑ C 3 c❑ ++O - 3 -• — �, C C • 3 3 Cl) 0 3 +- (n - +3 +❑ +❑ O CD 3 ❑ -•N - a CD 3 1 -+3 0 0 a 0 0 + -•a 1 CD (n (D - +C O 0 < 0 3 CD D- n❑ T +< CD 0 • 1 3 +3 (D 0 CD 1 -•(D 0 0 r n N C ^3 a) a-1 o°-F3N (n Cr 0 fiN CD +D-a a(n a a - a 3 3 0 • c `o CO ❑ c f - 0 -•(D 0 -+ n 1 (n 0 + CD 1 0 z 0-o m w o -0 3 -•1 a + 0 0 ! (n 0 *0 1 (D Cs D-1 -o -•1 K -+ CT 3 m m X C7 m O 7 3 C + a + O - 3 a O +0 CD +C 0 0 3 a 3 3 C a+ CD ❑ 0 --I C C A a 3 Z < m D 73 a(n -< (n - a +CD (D - ❑ X 0 C 0 T CD C m T-• cD ° a o 0 -°h3 m IVZ 3 a a y00 a 0 H (D = ni-y a --0 cn y '. .. Pt. CD LAI 3 z CO Q. m 0 DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use. DATE: 1/29/2020 FILE: c:\pwworking\centraI01\di411876\pedl8.dgn z D -IU1*DH o r n=cH--Iz -1 '"' 73 D 77-I N = - .. -HI Z ZZD DD = -< if 2 Za)0Dc)r r -< r m 0 n o -m = - - -0 cx, rc c)c K = I�I (Ti m (/1 x x)0 N H a7 m 0 . if w mu, oo cHmzzin d N G D w .O-1Hp J Q =o cn m rn m o I I G D ° r S- mm D> n- mK-n--Ii - ' m n - X mD rn mmz > D m �r H 7C• r (/)r N-I CO n p ' C C) m �: zcn m • K mm C x O r HHc XJ . 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V) 1 O \' :o. \ oo Tlx Z _ I � I I 'ems � Litt, cm D 'u•, y� o C ` v 3\ Zi \ -i m 1--) (a I -a I C _ N .ti I " ` 9, \ o u,o o �, ` x x.. n z I E K _�� F 73 Fn H I N \'' ._ Z g Z I x m z I E z =�1 F C g X r v \\:w 2,y' I 11;D 111' F w cn ti �.� �IIIIII F E D c m v:*•, f 1 ��IIIIIII(I W o Tl rn \ f,:.,,,., D 1111111111 F \` •"x NA t �I q - —, D O cn v u• r .111111' v, H D m = \a z c -p �'I,1;1'1;1;1;1; d� n z r 73 N 1111111111111111, -1 H 2 m < ►: Z D -o / �Ill�i�11111111► '�' I r D � ti v D y -o H p O Z x ` •11��1111111111111. C — (� , ,� In o J111111111111 1r1i z o x r Z H O c) 11111111111 �111k ,-,u, —1 y 0 Z c 0 r" n C ,I��Ih�l 11111�r,r ? ° F cW T F ; H Q y,� m C ( =n �11iii1�'1� n A y D , m -� n H H H ,'I' r) m z Q. (/) a' 7c m z z DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use. DATE: 1/29/2020 FILE: c:\pwworking\centraI01\d1411876\pedl8.dgn N N N N N rn Co -4 Cr 01 _N W N 0 to, on -) 0) 01 .A (...4 N • -I C U) CT-•O ° O.0 0 0 ❑ 0 ❑ +n m 0 m 7 n "a c -n c:, -o =n 0 -a 0 CD Cl +Vl -o 2 -1 C m+D O +xi-n-o £ Cl -I cn 0 ❑ -I K 0 n ❑ 7 ❑ m CD CD -I,CD m -•Km a❑ a C C) +X ❑ C 7 7 C +- NC 7 7 C -7 O 3 ❑ m 0 • m m a 7 7m -7 C `O 7 ❑ 7 7 CD - 7 ❑ 0 + a + + -4-tn+ .-.Cn---C 7 -I 7-- 3 7 0 -7 a -•7 0 0 7 Cn 0 -0 a Cn ❑ Cnax a 0 +❑ O +CD 7 X 7 rn0 X 0 - 03 a am m'a CD CD a m ❑ +0 7 a 0- > CD Cn 'D < CD 7 m 0 a CT 0 < CT CD 0 Cn Cn Cn • CD +-• 0 C 7 < 7❑ 3 0 C -4- MI --CD +0 m m 0 0 .P0 0 1 --0 m 7 + m m -• 7 m m m m m 0 - ❑ C m Cn C + +7 7 m -•7 tn+ 3 3 -Cn a > 3 a 0 + +a+ + 3 CN+ CD -•7 ❑ 7 r -h- a m m m m 7 --a 7 a£ -4, 7 7 D+7 - 70 7 as 7 7 -7 0 c a- - M c0 -h-I- -I-❑ 7 m ❑ 0 ❑ Un❑ 7 7 -• ❑ m -• O 0 CD 7 -•0 ❑ ❑ 3 m ❑ m ❑ 0 CD CD < 7 7 m CD 3 m CD CA c❑ ❑ --7 3 0 -p ❑ 7 CT --m a D' 3 o C7 + 1 3 m 3 Cn c❑ 7 7 0 Cn O -3 0 3 7 - 0 7 a m 0 7 7-0 a 0 -F D - a- CT (n ' • Cn7 0m - ❑ +- - C - 'Dc❑ a-o m 0 0 +❑ m7 T'a • 0 'Dm c C ❑ 0 a❑ 3 ❑ m- -•-h a (n ❑ 7CD3 ❑ mm ❑ C m C CD 7 7 CD m -h O m +- 0 > -h "D £ 7 7 0 Cn m C (n 77 < -h❑ -•7 ❑ - O a- m O 'a Cn +m C - 0 Cn m ❑ 7 0 m a a 7 = 7 -•a a 7 m 7 Cn + << Cr) m C m ❑ m ❑ Cn Cn ❑ 3 C 0 -Ii,0 Q0£ ❑ ❑ £ m o0.* ° oco3 X) 7❑ ,.< 3 7 -•CD • ❑ =a m7 -• m 7o mm -• m -•7m7 0 0 - 0 mCn C ❑ • 00 0 7 ❑ CIm+ ❑ c 7 3 C Z O + 3 O 0 m 7 + 3 a 7 7 - 30 00 CT 3 +CT m 7 ❑ m 7 T m m m 7 7 O 0 T, 7 0 7 7 C CT7 7 4,m m I-I £ C m 3 0 -•3 m m a 3 7 ❑ -I-CD ❑ - o +O m -, 7m m a o + m ,❑ m ❑ ao a m7 7 m +7 7 7m7 0a00 + Z 77 7 + 0) 0) 0 a -a7 3N 7CT- c O 7m 7 0 --£ a D- • m m +0 a co -i- +❑ - 7 3 -m 0 'a ❑ ❑ m 7 --h7 0 7 3 ❑ Cn Cn + Cn ❑ a-•CD 3 7 -,Cn a)-°I,7 0 0 7 7 7 -7 0 0 0 0 0 CD O m - a ❑ m + ❑ ❑T3 0 + +0 a ❑ -•0 3 + ❑ --• m 7 7 7 m a m m D ❑ O 7 + Ca <c❑ (0 --•ca 07000 m 7 CD + a- a 7 --(n 0-00 - - aT. m -+C ❑ mtT<< -a a ❑ mm+❑ a 3 m 7 m m 0 7 m Cn 7 - 3 3 > -I- m m 7 - - • ❑ a - --3 7 0 -•3 + 0 m m - ❑ ❑ 7- 0 ,--•7 - m O C 0 O -0 0 +K m a -0 + +7 a-h a -i - C -f- -•❑ 0 m 7 0 0 + ❑ m a-• +0 0-0-Cn -0- 0 - 7 7 Ca) m + +7 c c- C C 0 m ❑ a 7 -•-❑ -I a m 3 m z 3 7 0 (❑ 7- a c -h'I 3 0 O al m m O T. -• O 0 0 ❑ ❑ 0"7 + 7 7 0 a+ 0 7K 171 m + +- 0 0 0 - c❑ ❑ 7 0 ❑ - c❑ - a -•7 ac m ❑ 4- CT a m Cn +3 7 O D' H, m ❑ -, -h m m 0 m 0 -3 X1 7 -+-• 0 7 0 • 0 -Cr) 7 0 ❑ -•7 • m c m a 3 + m +£ Cr) ❑ 7 -❑ ❑ 7 ❑ 0 0 0 7 OD -7 r-) - 0 m m + m - m 0 m 7 -- C 7 -17 0 m 0 -m a o -•aa 0 x 0- O m 7 0 m a 0 0 -•7 -• 7 C c❑ ❑ > -0 7 - a(-AI 3 m 7 -• O ❑ +7 7 +7 m o 7 3 Cn --am -c- m c -- -• -h a m 7 m m -, ❑ 0 0 a r ❑ 3 + O • C 7 7 3 -I-D 0 CT 3 7 cr 7 ❑ +a +a- m m 3 +C a 7 3 m C £ 0 +m m Cn -•+- 7 7 --£ a 7'D -•7 7 7 3 ❑ O m 7+0 m a m m m 7 7m 0 7 m 7o x +a-• O CT 7 7 -I, 07 m x 07m m 7 -•0 m - +-• m - +0 m 0 3 • -h mm C 00a+ 0 -h m 7 o 3 a a 7 m Cn 7 +m 3 ❑ m +aca -1--I- • `< 7 m a - + +--❑ 0- • c o -7 7 7 cn 7 3 ❑ cn m 7 CD - 7 --7 m m 7 C + 3 m ❑ a m a 7 m 7 7 7 - C c❑ O m❑ CT ❑ -❑ m -0 < ❑ a' ❑ O a 7 7 -•+❑ 30 m -•K C - 7 m a £ m + CD {, 0 CT co -f- m +7 +m K m 7 c + a K + K C ❑-< -(-11 0 3 - ❑ a 7 7- +a- + o ❑ m 7-• + 7 7 O + m 0 7 O m 7 m +CT m 7 ,-- -0 7 3 m 7 'a - + 3 -• ..0 a) ++ - 7 - 7 c a21❑ + 0 m CD 7 7 CO 7 7 3 -I-- a❑ ❑ -m ❑ a£ -m 0 0- cn a'• • 0 7 0 7 m + a m m 7 7 m 0CT 7 O 0 0 m m ❑ a0 -•7 +-•+3 0 70a C 7 m 0 -m ❑ ❑ m CT 70- m • 7 3 -m *- 7 - + 0 0 7- +m 7 7 7 ❑ m -•0 o m m xm +7 3 ** m ❑ 7 ++ C m m m m m -•m m a-h>CD ❑ 0 H.)7 3 , 7 m m -•0 T 0 70 O a 7 7 m 0 ❑ 3 0 7 73 a 7 0- 0 < m,. 7 7 + - m 1, ❑ 0 -0 -0 7 3 m o 0 as 0 +-• C a Cn- 7 7Z)7 - +m 3 + -•3 C +m m m m c❑ - -D -ha- 7 -ha -• -+ 0 a • m -0 CD -- v1 + m ❑ -•7 c❑ 0 -•❑ 0 ❑ 7 ❑.-0 3 a7 7 m -I-CD + ++ 0 0 =. 7 O Cr) -0 c❑ 7 0 + co,0 -h 0 0-o X - m m • +C m m 0 7 • 0 7 000 m C 3 3 -o-I 0 4-a) 7 - m m C + c 7 + 7 0 7 as ❑ 7+0 C m --❑ 0 0 - O m m -hO +--• 7 X -D m m -I 7 0 7 m +, 0 7 O m -0 O m 7 + + 7 a 3 7 +m n m ❑ + 7 00 3 m + • 7 0 0 m 0 • 7-• 0 0 0 CT m O -+ 0 -• 7 ❑ m + C 7 0 - -h m C 7 7 7 m a a 7 7 a 3 7a *.3 0 a0 0 o 07 - C -h - 7 m CC) O £ 3 < -3 -•0 4,0 ammo m ❑ a x Ulm a O ❑ a 7 7 a 77 m 7-0_ ma am 0 -h 7 0 +- - 0 O + - 7 (0m + 13 Cl 0 ❑ C ❑ 0 -ha-n m - CT'CI CI 0- 7 a m m -7 a 7 +- C 7 7 -0 - m m 0 m a 7 m 7 K --1- +3 a m 0 -•-C C Cr) m - ❑ 3 ❑ ❑ ❑ ❑ m 7 m 0 a- m *7 -•3 0 a m m -• a m ,.< - 7 3 7 7 0 ❑ m 4 m < m ❑ ❑ m a - 0 m C 7 a" 0 am--a 0 am a m c0 3 0 0 -0 a ❑ 0 - 0 -•-• 7 n<< m m 7 0 - ❑ m - -am c m - O X Na+ 0 -b m r0 am --0--h -I- cm m 30 7:0-0 +a a o -am mm ❑ - 0 N) mm 7 0 a m 3 c❑ a 4, ❑ -•7 m ❑ m 0 ❑ ❑ +7 0 ❑ - -° -D 0 m 7 7m m 0 3 -7 -- -° C + -❑ -0 ofiC ❑ Cl c)IDZ ❑ 0 m ❑ N 3 m + -7 a m 0 7 ++ 0 + ❑ m m 0 0 m 3 -0 0 c❑ -m 7 m m 0 0 ❑ - -h m 'a 4- c + +.A a +3 m 3 m a m 7 -h C m ❑ +❑ -•0 -3)'D 7 ❑ O m 0 -3 -7 -7 7 Cn m P1 m 7 7 • m m --❑ 3 ❑ 70 7 - a 7 3 m 7 7 c❑ C -•00- 7 C a 0 7C- 0 0 a X/ < m + C - Cn 3+ m c❑ m m 7 m 77c + 7 - 7 m co ❑ 0 -£ m3 7 - ❑ *C +- < 7 a ❑ cn 3 - 0 m D - m a c - 7aa a 0 = �, C ❑ - ma 7Dm - maoD m - ❑ 7a0Cn -0 - -h m O a CI m 0 0 ,-,❑ CD +❑ 0 0 + m O + 0 -O m 3 a 0 c-)a-• a a 7 - C 0 0 7 + r O 7 c a a 7 - 7 m + 7 0 0 0 7 CD 0 T 0 C 0- m •-- (.0 - 3 7 + -•C 770 0 0 7 ❑ ❑ m m 7 m m m c 3 0 3 O + ❑ 7 3 +m c-7 O ❑ 7 0 3 7 +3 a C ❑ + -❑ a a0 7 +K 7m00 ❑ 07 0 0 ❑ -- ❑ O3 + -hc 0 W❑ C + m +- C D" CD 0'-• 7 0UI 0 Z - O 4(0 m ❑ ❑ -•-4,+7 O c< O m 7 7 + +❑ -- ❑ 3 ❑ 0 m c -0 -O m n a+❑ -, 7\ 7 m m 7 m (+ 7 0 ❑ H 7 3 -1- a a 7 0 0 o a a 7 CTD m 7 a 4, C 0 0 7• c❑ a 7 _ D7 Craa a a a m m 7C 7 m Ul 7 3 7-o m m 0 0 -O 7 3 -•m am 0 m ❑ m m -•CD CD 0 - O ❑ 7 -•0 O - a --h +7 0 .A ❑ 7 +m 7 m -•3 + M -h ++N - a H -0 7 7m -C❑n 0 3 7 7 + 0 0 0 C 7 O x < CT-•- ❑ 3 -I-Cr) + " x m ❑ + m as 7 O a7❑ CD a 7 ❑ C a -I--I- ❑ m m m 7 3 0 7 -•cfl 0 -4, D o o m 7 X - a7-0 - m m I V) 7 m ❑ 7 0- 3 O - ❑ 7 0 - a s + a 7 0 m 7 Cn a 3 D-•m 0 +- 0 ❑ 3 • 0 7 + m - CD 7 m 7 + + a m -0 -i- < 7 7 C a -0 m ❑ + ` m C O m m + - -+ < -m C CDOO m am + O-o m ❑ 7 ❑ m ❑ - 7 3 0 a - ❑,< a+ m 3 m < -m 7• - 0 CI)+ -7 • 0 Cn ❑ 7U- m -h C ❑ m K c0 7 a a - m - ❑ m m -h< - m 7 - • -•-I- N 70 0 m 7 ❑ +"0 7 -•- c 7 77 -I- Cn m 0 m -•CD a 00 0a0 m -m m m N a 7 < mm 7 7 -h+ 7 7 m m m 0 7 ❑ 7 CT-I- - m Cn 7 CT m 7 0 -h m 7 ,-< ❑ 0 -o 7 < m m • 7 0 a m m 7 a 0 • -O -❑ - + C 7 m +a co a < -c o ❑ o • a a m ❑ 0 c m 7 0 0 7 Cr) Cr Co K ❑ 0 77 7 C +- 0- m 7 0 m 7 -I-m as 7_1, 0�m ❑ 7 -1, 7 -• ++❑ m 7 0 - ° - a 0-7 3- a c -- CD 0 a - + a m m m(0 ❑ + c 00 • CT • '< c o a 7 7 m a 3 a 7 + a m 7 7 m +0 C 7C --7 c(C)+ a;7 m +a o a a£ a c❑ a m • m a • ❑ -- a m 7 7 7 0 7 - • a C 0 0- a- O ± H- c c m m ,--, m .07 + m a - a c o a o +o m 7 3 + + + C O m • 7 O m 3 7 0 -h 00 - m - 7 m 7 0 - +0 m 7 --C + - a +m - + -1- m • +- m O a m m e 3 m 7 7 7 m a 0 0 m m 77 m m m a --c a 7 3 -I- 0 m • CT (II -I- a 7 +7 m m +- 7 aO - CD CD CT W W W W W N N) N V) N N) C3 .Cs (...1 N O C9 co -I I-I CI) U1 rn • G -i Z U) -0 'D = m 3 D +O -1 n to 0 a-a -a 0-a * --r- r m n O 7 - 7 m ❑ am 7 7-h7 7 + 7 7 - �1a 7 n N❑ ❑ C a 7 - a ❑ mom m ❑ 7 ❑ ❑ 0m0 (n<< K7 CAm ❑ +< m a -a< m 7 m 0 -•0 C7 < r X 3 > co m 0 m m 07 -m --O -•- c❑ m -7 m >0 -• 7q "+ - 0 0= a 0 7 m +❑ aa❑ am m -I- m ❑ 0cra CA m r -I m - O m ❑ 7 0 m 7 CD m ❑c0 + -m O - 7 Prl =03 D 7. 7 C,.< - - O +a❑ m 0 c❑ 7 CD 7 C m H,- 0 a Cr) O 3 0- -❑ -1- 7 0 m 0 i a a ❑ + 3 m - -- 7 0 c❑ -h-h 0'0 - ❑ C +m n D Cn CD 7 -•❑ X -- 7 m 7C-D a 7 ❑ -h +❑ m -• £ + -<D ,-, + 0 0 3 7 + K 7 ❑ -m O - m 0 0 - -•7 ❑ -h N O m 7/ to'1 0 ❑ m 3 a O m 0 7 m CD m C -•0 0 +7 C m 0 Z ^m -• 0 C 7 m +a 7 ❑ m < 7 - 7 0 - Cr+ I-I _ o £- + +0 --m 7 0 3 -• m ❑ a-•Cn 0 -c ,.< ❑ Z r- co -n Cn -• C C - +0 ❑ ❑ a0 - 7 +- 730 7 3 CT C) nD -°r +07 m 0 7+-•a - a Cn -•so Sao C -• +- ON D D a a 7 3 • 7 -m ❑ m so 'D m 3 o❑ c 7 + m m �� tnE • J 77 7 -•a 0 -a-00 ❑ 7 7 0 ❑ m ❑ Cr-3 -•0 O n m 0 m ,-,< C 3)m ,.< 0c0 m 7 0 - • -a +in m < m�7 D �-- II D-1 m m m c 7 mm ❑ m O -I- 0 •(D 7 0 0-0 -- 7 0 m non x II ,--,m a 3 ❑ ❑ Dm<< £ a m m a7 a)-CI7 -•3 XI H 0 m -In O ,-< (n - 0+ *0 mm +- V 7 a n ) -noz n0 II =4 m m 7 - 7 0-7- m 0 -• -0 0 C + 7 � n -1z II D 7 = ❑ 37-•0 m T m + - +- -C + CT C) �... 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V) o. DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use. 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DATE: 1/29/2020 FILE: c:\pwworking\centraI01\d1411876\ped18.dgn -o (1) XI m O M-0 in-o m -or u)x m cn o D� Zx Zx H n m C')D i-, 73 m LT' o VI m MIDv D My C ' Ur H = v cu, -�D COn ZI- ij� o '*I m * v) O r (n c cm 0 -I n? 0 n � * 4 u zx p �x m o H-� �r 4 cc-)Z'crlCD * Zu, m" 00 7C 4 >. :C)0 > O Z C•) 4 r N COL r O 7c n T` V)K --n • m 4 c) Z y z \1`,c; /, CA K m" o -o O 4 m -1 , 1 ",I-101 / 1�,_ (I, �, i 0 c / 7C ,--111:10 / M , M 7/\illirdr n IF ,I 1-11-1D m m ' , m <x ' m ( U) N 7,A I - (n __I D x -i Z 1 o 1 1 c") K-I' \'‘, cn 1--1 o p D cn< - �, 0 nZ -0 N Z Z a, CO m a cn I cn co m z O m On D. * DX D z1 �'� - l `� N 0 H V)(Z 1 H z? n co -t ((n-1 D< - , = "C � I 0 z7 = 1 o cri OO �,�� U) > r I n "z > I71 r 1 c-" c) D n \ > v 1 v �\� 'T H I`� \\ C C \� C � _ -' N �\ N \ r FA 0 v 'mo C7Hmm OD nI- m (n rn cx -1D o m or -I O n 7K > --I CD 7, -< m xi 0 m -tom r- z m n O xj O o N m (1) D Z 1-1 r I- 0 D D Z O C --I C ul xJ i-I ZC7 -oo (/) r zx K om Cm = H -1 z (n z 0 0 (n Z u'. 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C 1 Z DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any DATE: 1/29/2020 11:17'41 AM kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use. 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W, x >yO' n 3 0 0 a y O DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any DATE: 1/29/2020 11:17:41 AM kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use. 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No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion DATE: 1/29/2020 11:17:47 AM of this standard to other formats or for incorrect results or damages resulting from its use. FILE: c:\pwworking\centraI01\d1411876\bc-14.dgn -1 cn C.JI Jo. 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(ATS) EARTC Teliecommunications, LLC (EARTC) Attachments: Bid Security Statement of Bidder's Safety Experience 1I v v J Bid Item .ITEM NO DESC CODE DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE< 1 104 6021 REMOVING CONC CURB LF 28.00 $10.00 $280.00 $15.00 S420.00 2 104 6022 REMOVING CONC CURB AND GUTTER LF 43.00 $10.00 $430.00 $18.00 $774.00 3 104 6036 REMOVING CONC SIDEWALK OR RAMP SY 158.00 $60.00 $9,480.00 $50.00 $7.900.00 4 162 6002 BLOCK SODDING SY 20.00 $60.00 $1,200.00 $13.00 $260.00 5 416 6032 DRILL SHAFT TRF SIG POLE 36IN LF 52.00 $400.00 $20,800.00 $350.00 $18,200.00 6 479 6001 1ADJUSTING MANHOLES EA 2.00 $2,000.00 $4.000.00 $350.00 $700.00 7 1 479 6005 ADJUSTING MANHOLES (WATER VALVE BOX) EA 2.001 $2,000.00 $4,000.00 S250.001 $500.00 8 500 6001 MOBILIZATION LS 1.00 $30,000.00 $30,000.00 $10,000.00 $10,000.00 9 502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 2.00 $18,000.00 $36,000.00 $3,000.00 $6,000.00 10 529 6002 CONC CURB TY II LF 14.00 $80.00 $1,120.00 $22.00 $308.00 11 529 6008 CONC CURB & GUTTER TY II) LF 16.00 $80.00 $1,280.06 $40.00 $640.00 12 531 6002 CONC SIDEWALKS 5" SY 107.00 $150.00 $16,050.00 $26.00 $2,782.05 13 531 6004 CURB RAMPS TY 1) EA 1.00 $3,600.00 $3,600.00 $3,000.00 $3,000.00 14 531 6009 CURB RAMPS TY6 EA 1.00 $3,600.00 $3,600.00 $3,000.00 $3,000.00 15 531 6010 CURB RAMPS TY 7) EA 5.00 $3,600.00 S18,000.00 $3,000.00 $15,000.00 16 618 6046 CONDT PVC SCH 80 2" LF 610.00 $17.00 $10,370.00 $9.00 $5,490.00 17 618 6047 CONDT PVC SCH 80 2" BORE W/PRESSURE GROUT CONCRETE LF 295.00 $50.00 $14,750.00 $30.00 $8,850.00 18 618 6053 CONDT PVC SCH 80 3" LF 305.00 $20.00 $6,100.00 $10.00 $3,050.00 19 618 6054 CONDT (PVC) (SCH 80) (3" (BORE) W/PRESSURE GROUT CONCRETE LF 680.00 $57.00 $38,760.00 $35.00 S23,800.00 20 618 6058 CONDT PVC SCH 80 4" LF 90.00 $25.00 S2,250.00 $12.00 $1,080.00 21 620 6007 ELEC CONDR NO.8 BARE LF 1460.00 $1.25 $1,825.00 $2.00 $2,920.00 22 620 6008 ELEC CONDR NO,8 INSULATED LF 1380.00 $1.30 $1,794.00 $2.00 $2,760.00 23 620 6009 ELEC CONDR NO.6 BARE LF 85.00 $3.00 $255.00 $2.00 $170.00 24 620 6010 ELEC CONDR N0.6 INSULATED LF 170.001 $3.00 $510.001 $2.00 $340.00 25 621 6002 TRAY CABLE 3 CONDR 12 AWG LF 650.001 $1.50 $975.00 $2.00 $1,300.00 26 624 6010 GROUND BOX TY D 162922 W/APRON EA 6.00 $1.700.00 $10,200.00 $1,000.00 $6.000.00 27 628 6164 ELC SRV TY D 120/240 070 NS AL E PS U EA 1.00 S6,000.00 $6,000.00 $6,900.00 S6,900.00 28 636 6001 ALUMINUM SIGNS Y A SF 27.00 $33.00 $891.00 $40.00 $1,080.00 29 644 6007 IN SM RD SN SUP&AM TY108WG 1 SA U EA 1.0o $1,300.00 $1,300.00 $900.00 $900.00 30 644 6076 REMOVE SM RD SN SUP&AM EA 3.00 $37.00 $111.00 $70.00 $210.00 31 644 6078 REMOVE SM RD SN SUP&AM SIGN ONLY EA 3.00 $95.00 $285.00 $70.00 $210.00 32 666 6036 REFL PAV MRK TY 8" SLD 100MIL LF 612.00 $2.00 $1,224.00 $2.40 $1 468.80 33 666 6042 REFL PAV MRK TY 12" SLD 100MIL LF 557.00 $4.00 $2.228.00 $5.00 $2,785.00 34 666 6048 REFL PAV MRK TY 24" SLD 100MIL LF 130.00 $12.00 $1,560.00 $10.00 $1,300.00 35 666 6054 REFL PAV MRK TY ARRO 100MIL EA 9.00 $157.00 $1.413.00 $300.00 $2,700.00 36 666 6057 REFL PAV MRK TY D8L ARRO 100MIL EA 1.00 $157.00 $157.00 $300.00 $300,00 37 666 6078 REFL PAV MRK TY WORD 100MIL EA 4.00 $367.00 $1,468.00 $300.00 $1,200.00 38 666 6178 REFL PAV MRK TY II 8" SLD LF 50.00 $5.00 $250.00 $2.40 $120.00 39 666 6180 REFL PAV MRK TY II 12" SLD LF 557.00 $3.00 $1.671.00 $5.00 $2,785.06 40 666 6182 REFL PAV MRK TY II 24" SLD LF 58.00 $6.00 $348.00 $10.00 $580.00 41 666 6184 REFL PAV MRK TY II(ARROW) EA 1.00 $375.00 $375.00 $300.00 $300.00 42 666 6185 REFL PAV MRK TY II (W) (DBL ARROW) EA 1.00 $375.00 $375.00 $300.00 $300.00 43 1 666 6300 RE PM W/RET REG TY I 4" BRK 100MIL LF 200.00 $1.00 $200.00 $1.25 $250.00 44 677 6007 ELIM EXT PAV MRK & MRKS 24" LF 36.001 $25.00 $900.00 $10.00 $360.00 45 677 6010 ELIM EXT PAV MRK & MRKS TPL ARROW) EA 2.00 $160.00 $320.00 $200,00 $400.00 46 678 6001 PAV SURF PREP FOR MRK 4" LF 200.00 $0.01 $2.00 $0.40 $80.00 47 678 6004 PAV SURF PREP FOR MRK 8" LF 612.00 $0.02 $12.24 $0.75 $459.00 48 678 6006 PAV SURF PREP FOR MRK 12" LF 557.00 $0.06 $33.42 $1.45 $807.65 49 678 6008 PAV SURF PREP FOR MRK 24" LF 130.00 $0.12 $15.60 $2.85 $370.50 50 678 6009 PAV SURF PREP FOR MRK(ARROW) EA 9.00 $6.00 $54.00 $72.00 $648.00 51 678 6010 PAV SURF PREP FOR MRK (DBL ARROW) EA 1.00 $6.00 $6.00 $75.00 $75.00 52 678 6016 IPAV SURF PREP FOR MRK WORD EA 4.00 $6.00 $24.00 $75.00 $300.00 53 680 6002 INSTALL HWY TRF SIG ISOLATED EA 1.00 $18,000.00 $18,000.00 $20,000.00 $20,000.00 54 682 6001 VEH SIG SEC 12" LED GRN EA 9.00 $215.00 $1,935.00 $300.00 $2,700.00 55 682 6002 VEH SIG SEC 12" LED GRN AR EA 4.00 $215.00 $860.00 $300.00 $1,200.00 56 682 6003 VEH SIG SEC 12" LED YEL EA 9.00 $215.00 $1,935.00 $300.00 $2,700.00 57 682 6004 VEH SIG SEC 12")LED YEL AR EA 8.00 $215.00 $1,720.00 $300.00 $2,400.00 58 682 6005 VEH SIG SEC 12" LED RED EA 9,00 $215.00 $1,935.00 $300.00 $2,700.00 59 682 6006 VEH SIG SEC 12" LED RED AR EA 4.00 $215.00 $860.00 $300.00 $1,200.00 60 682 6018 FED SIG SEC LED COUNTDOWN EA 8.00 $400.00 $3.200.00 $780.00 $6,240.00 61 682 6023 BACK PLATE 12" 3 SEC EA 9.00 $63.00 $567.00 $85.00 $765.00 62 682 6024 BACK PLATE 12" 4 SEC EA 4.00 $78.00 $312.00 $125.00 $500.00 63 684 6031 TRF SIG CBL TY A 14 AWG 5 CONDR LF 534.001 $1.80 $961.20 $2.50 $1.335.00 64 684 6033 TRF SIG CBL TY A 14 AWG 7 CONDR LF 1672.00 $2.00 S3,344.00 $2.80 $4,681.60 65 684 6046 TRF SIG CBL TY A 14 AWG) 20 CONDR LF 690.00 $4.00 $2,760.00 $4.50 $3,105.00 66 684 6080 TRF SIG CBL TY C 14 AWG 2 CONDR LF 1380.00 $2.00 $2,760.00 $1.40 $1.932.00 67 685 6006 REMOV RDSD FLSH BCN AM SOLAR PWRD EA 2.00 $650.00 $1,300.00 $500.00 $1,000.00 68 686 6292 INS TRF SIG PL AM MAS INSTALL ONLY EA 4.00 $2,000.00 $8,000.00 $1,000.00 $4,000.00 69 687 6001 PED POLE ASSEMBLY EA 3,00 $4,000.00 $12,000.00 $2,500.00 $7,500.00 70 688 6001 PED DETECT PUSH BUTTON (APS) EA 8.00 $633.00 $5.064.00 $600.00 $4,800.00 71 688 6003 PED DETECTOR CONTROLLER UNIT EA 1.00 $2,800.00 $2,800.00 $2,500.00 $2,500.00 72 6004 6031 ITS COM CBL (ETHERNET) CAT-5E RADIO LF 110.00 $4.00 $440.00 $2.80 $308.00 73 6004 6031 ITS COM CBL(ETHERNET) CAT-6 PTZ LF 110.00 $4.00 $440.00 $2.80 $308.00 74 6306 6001 VIVDS PROSR SYS EA 2.00 $4,100.00 $8.200.00 $5,800.00 $11,600.05 75 6306 6002 VIVDS CAM ASSY FXD LNS EA 6.00 s1,8o0.o0 $10,800.00 $1.550.00 $9,300.00 76 6306 6005 VIVDS CNTRL SOFTWARE EA 1.00 $2,350.00 $2.350.00 $3,150.00 $3,150.00 77 6306 6007 VIVDS CABLING LF 1410.00 $5.00 $7,050.00 S2.68 $3.778.80 78 ITERIS EDGE CONNECT CARD EA 1.00 $2,350.00 $2,350.00 S100.Oo $100.00 79 JAXIS NETWORK PTZ CAMERA EA 1.00 $3,000.00 $3,000.00 $4,200.00 $4.200.00 80 COMNET ETHERNET SWITCH EA 1.00 $1,600.00 $1,600.o0 S1,920.0o S1,920.00 81 TITAN INTEGRATED 5.8 GHz RADIO EA 1.00 $2,160.00 $2,160.00 $2,500.00 $2,500.00 82 OPTICOM DETECTOR -GTT MODEL 722 EA 2.00 $1,300.00 $2,600.00 $1,235.00 $2,470.06 83 OPTICOM PHASE SELECTOR - GTT MODEL 764 EA 1.00 $3,900.001 $3.900.00 $4,900.00 $4,900.00 84 OPTICOM CARD RACK- GTT MODEL 760 EA 1.00 $800.00 $800.00 $505.00 $505.00 85 OPTICOM CABLE - GTT MODEL 138 LF 351.00 $4.00 $1404.06 $2.50 5877.50 R-202v--OZ13 7/21120207.46 AM Page 1 of 2 Texas Registered Engineering Firm F-754 =EARTC Austin Bi dde..>.r CcnTraffa� Signs� .:. e e omm. uT isationsLLC structiarr Co.,(ATS) (EARTC) Attachments: Bid Security 1✓ d Statement of Bidder's Safety Experience d 1 d 1 86 1 1 JISLN (LED) (8 S) I EA 1 4.001 $2,600.001 $10,400.001 $2,368.001 $9,472.001 87 1 1 IPOLYMER TRANSFORMER PAD FOR TYPE II (ONCOR) TRANSFORMER I EA 1 1.001 $1.900.00 Si-900001 $500.00 Isno_nni I, Timothy Grimes, do hereby certify that this bid tabulation is accurate and true. 7/21120207:46 AM Page 2 of 2 Texas Registered Engineering Firm F-754 July 21, 2020 Mr. Matthew Bushak City of Round Rock 3400 Sunrise Road Round Rock, Texas 78665 RE: Signal Construction at Hesters Crossing and La Frontera — Bid Award Recommendation Dear Mr. Bushak, Two (2) responsive bid proposals were received by the City for signal construction at Resters Crossing and La Frontera. HDR reviewed and tabulated the bids as summarized below: 1. Austin Traffic Signal Construction Company, Inc. submitted a bid with a total bid price of $388,559.46. 2. EARTC Telecommunications, LLC submitted a bid with a total bid price of $279,280.85. A Bid Tabulation detailing each bid is enclosed for your review. Based on the information presented, we recommend the City of Round Rock accept the bid of EARTC Telecommunications, LLC. Sincerely, HDR Engineering, Inc. Benedict P. Patrick, P.E., PTOE Project Manager Enclosure: Bid Tabulation 719 Hesters Crossing, #150, ROUnd Rock, TIC 78681 T 512.685.2900 F 512.685.2901 Texas Registered Engineering Firm F-754 CERTIFICATE OF INTERESTED PARTIES FORM 1ZgS 1 0f 1 Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 21 31 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2020-648952 EAR Telecommunications, LLC DBA: EARTC Manor, TX United States Date Filed: 07/25/2020 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Round Rock Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 000000 for furnishing all labor, material and equipment and performing all work required for the project titled, Traffic Signal at Hesters Crossing Road & La Frontera Blvd 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary 5 Check only if there is NO Interested Party. nX 6 UNSWORN DECLARATION My name is Carlos Reyes and my date of birth is My address is 15710 Crissom Ln. Austin TX 78728 USA (street) (city) (state) (zip code) (country) declare under penalty of perjury that the foregoing is true and correct. Executed in Travis County, State of TX , on the 29 day of July , 2020 (month) (year) Signature of autho ed agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us version v1.1.3abaat7d CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1, 21 31 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2020-648952 EAR Telecommunications, LLC DBA: EARTC Manor, TX United States Date Filed: 07/25/2020 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Round Rock Date Acknowledged: 08/04/2020 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 000000 for furnishing all labor, material and equipment and performing all work required for the project titled, Traffic Signal at Hesters Crossing Road & La Frontera Blvd 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary 5 Check only if there is NO Interested Party. MX 6 UNSWORN DECLARATION My name is and my date of birth is My address is , (street) (city) (state) (zip code) (country) declare under penalty of perjury that the foregoing is true and correct. Executed in County, State of , on the day of , 20 (month) (year) Signature of authorized agent of contracting business entity (Declarant) I=nrms nrnviriPri by Texas Fthics Cnmmissinn www.ethics.state.tx.us Version V1.1.3a6aaf7d