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Contract - Cruz Tech - 5/13/2021 1R- 209d- 12-4- CITY OF ROUND ROCK UTILITIES AND ENVIRONMENTAL SERVICES ROUND ROCK TEXAS Project Manual For: SOUTH INTERCEPTOR MANHOLE REHABILITATION February 2021 Prepared By: "70.9f.7.411 / Jesse Penn, PE ��'r• j .,.7� 1, CAS Consulting & Services, Inc. �f� ��� �.*ij/ 7908 Cameron Road ••••T�•••• ••""""""""', Austin, Texas 78754 BY ���, ..•88340......:�.i7 512-836-2388 APPROVED ib;..ocENst?-*:' � CI ii, ATTO it NEY ,���SS/p,. NA��.....� ....... ‘‘-----6-2/08,2021 _..w ..,.=_I,....1, . ,-dlilf -i 1 t./Elz i TBPE Firm Registration No F-003572 SOUTH INTERCEPTOR MANHOLE REHABILITATION TABLE OF CONTENTS Section Description No. of Pages 00020 Notice to Bidders 1 00100 Instructions to Bidders 4 Exhibit A 1 00200 Bid Bond 5 00300 Bid Form 10 00410 Statement of Bidder's Safety Experience 10 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 Genera( Conditions 41 00800 Supplemental General Conditions 2 00900 Special Conditions 5 01000 Technical Specifications 4 Attachment A 197 02000 Plans, Details and Notes 1 Respondent questionnaire and construction drawings in a separate document. 8-2016 Table of Contents 00090665 00020 NOTICE TO BIDDERS NOTICE TO BIDDERS Pursuant to the provisions of Texas Government Code, Section 2269.101, it is the intention of the City of Round Rock to select a prime contractor by using the Competitive Bidding Method for the construction of the South Interceptor Manhole Rehabilitation as generally described herein. Sealed bids addressed to Juan Martinez,City of Round Rock, Utilities and Environmental Services Department, 3400 Sunrise Road, Round Rock, TX 78665, for furnishing all labor, material,and equipment and performing all work required for the project titled, South Interceptor Manhole Rehabilitation (project includes manhole rehabilitation for approximately 65 manholes east of IH-35 and north of TX-45 in Round Rock, Texas), will be received until March 18, 2021, at 10:00 a.m., then publicly opened and read aloud at the same address. Bid envelopes shall state the date and time of bid and "South Interceptor Manhole Rehabilitation." 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 No bids may be withdrawn after the scheduled opening time.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 the 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 at roundrocktexas.gov/solicitations. Bidders shall be responsible for printing or obtaining prints of the aforementioned documents as necessary. For questions, please contact the City's Project Manager, Juan Martinez, (512) 341-3332. 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. A non-mandatory Pre-Bid Conference will be held at 3400 Sunrise Road, Round Rock, Texas, on March 11, 2021, at 2:00 p.m. Publish Dates: Pflugerville Pflag: March 3, 2021 March 10,2021 Round Rock Leader: March 4, 2021 March, 11, 2021 00020 03-2021 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: roundrocktexas.gov/solicitations. 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. 3. It shall be the responsibility of the bidder to see that his bid 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 16 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 2-2021 Instructions to Bidders 00426487 7. If awarded the bid, bidder must submit Form 1295 on the Texas Ethics Commission (TEC) Website at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm and submit the signed Form 1295 to the City Clerk at swhiteAroundrocktexas.2ov 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 based upon the criteria set forth in Section 2269.055 of the Texas Government Code. In determining the award of a contract under Chapter 2269, the City may consider; 1) the price; 2) the bidder's experience; 3) the quality of the bidder's goods or services; 4)the impact on the ability of the City to comply with rules relating to historically underutilized business; 5) the bidder's safety record; 6) the bidder's proposed personnel; 7)whether the bidder's financial capability is appropriate to the size and scope of the project;and 8)any other relevant factor specifically listed in the request for bids. Page 2 00100 2-2021 Instructions to Bidders 00426487 15. 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. 16. 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 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. 17. 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. 18. 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. 19. 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. 20. 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). 21. 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 Page 3 00100 2-2021 Instructions to Bidders 00426487 estimat•s. The basis for payment shall be the actual amount of work done and/or material furnish•d as specified in the General Conditions. 22. Bids s all be submitted on a separated contract basis. No Texas sales tax shall be included in the p ices 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 151.30 (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 for materi s purchased. The Contractor must have a valid sales tax permit in order to issue a resale ertificate. Upon obtain ng 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 co sumables that were received during the month covered by the estimate; and 3) Th designated representative of the City must be notified as soon as possible of the re.eipt of these materials so that an inspection can be made by the representative.Where pr.ctical,the materials will be labeled as the property of the City. 23. The Cs ntractor, after execution of the contract and pursuant to Internal Revenue Service (IRS) r gulations, shall furnish its Taxpayer Identification Number (TIN) to the City. The Contra.for 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 Payabl; Department to ensure security of the information. 24. If the :id Form includes Add and/or Deduct Alternate bid items and/or otherwise provides for Alt;mate bids, the City will determine whether to select or not select one or more of the Add an or Deduct Alternate bid items and/or Alternate bids at the City's sole discretion and for its reatest advantage. If the City selects any Add and/or Deduct Alternate bid items, the total bi amount will be determined by adding the amount of the selected Add Alternates) to, and deducting the amount of the selected Deduct Alternates) from the Base Bid or the selecte!' Alternate bid. Page 4 00100 2-2021 Instructions to Bidders 00426487 EXHIBIT "A" FORM 1295 INSTRUCTIONS Pursuant to 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 (Form 1295)to the local governmental prior to the execution of the contract. The Texas Ethics Commission (TEC) has created an electronic filing application for business entities to submit the required information and generate the required form. The City of Round Rock may not enter into a contract that requires the approval of the City Council until the business entity files a Form 1295 with the City Clerk. Please follow the instructions below to file your Form1295 with the TEC and the City of Round Rock: • Upon being notified of a bid award, the award recipient("business entity")must go to the following website: https://www.ethics.state.tx.us/filinginfo/1295/and follow the login instructions 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 Username and Password and then follow the application's instructions to complete a Form 1295. ✓ The City does not have a Contract ID Number System. Please insert 000000 and the project name in this box. Do not put the resolution number of the initial agreement if this is a supplemental agreement- only put the project name. ✓ 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. Please note that there are very few instances that a business will not have any interested parties. Visit the TEC's FAQ page for the definition of an interested party. ✓ If a business is publicly traded,they are exempt from having to complete a Form 1295. Please e-mail the City Clerk stating such. • The business entity MUST print and sign the completed Form 1295 once it has been accepted by the TEC and no longer has DRAFT stamped on it. ✓ The signed Form 1295 must be scanned and e-mailed directly to the City Clerk at swhite@roundrocktexas.gov as soon as it is completed. DO NOT send the form back to the Purchasing Department, Project Manager, or mail it with signed original agreements/contracts. ✓ The City Clerk only has 30 days from receipt to acknowledge the form in the TEC system. If you do not return it to the City Clerk promptly, and the 30 days has expired when she receives it, you WILL have to complete another one. • A new Form 1295 must be done for each contract a business entity enters into with the City, including Supplementals,Amendments,and Change Orders. • A Form 1295 cannot be handwritten. It must be completed electronically through the TEC website application. If you have any questions regarding the process of filing of Form 1295 with the City,please contact: Sara White, City Clerk Phone: (512)218-5404 E-mail: swhite@roundrocktexas.gov If you have questions regarding the actual form or the online filing application,please visit the TEC's FAQ page: https://www.ethics.state.tx.us/resources/FAQs/FAQ_Form1295.php Revised 8/2020 00200 BID BOND BID BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF WILLIAMSON § That Cruz Tec, Inc. of the City of Houston County of Harris State of Texas as Principal, and Continental 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("Ov ner"), 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 the Greatest Amount Bid Dollars(S 5°o G.A.B THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, v►hercas,the Principal has submitted the above-referenced Bid to the Owner, for construction of the Work under the "Specifications for Construction of South Interce tor Manhole Rehabilitation Pro ect tor v hich Bids arc to be opened at the office of Owner on the 1 gth- day of March ,20 21 . 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. If, however, Principal fails to enter into a written Agreement with the Owner in accordance with the Bid or Principal and Surety fail to timely deliver to Owner the performance and payment bonds required by the Bid Documents,Surety within fig e(5) business days after receipt of a written demand from Owner shall pay to Owner the full penal sum of this Bid Bond, 'uhject to the limitation described herein. 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. [N WITNESS WHEREOF, the said Principal and Surety have signed this instrument on this the 18th day of the month of March V0 21 - Cruz Tec,Inc. Continental Casualty Compan, 'ci � al • � � (?) -� Surety i /► ► Cheryl R.Colson Prim • i ' ' Printed Name 4.1 -1/,1Tt B _ rta By: .�4 e4610,-- TiT /IF-i le. /r l/ Orr/ Title: Attorn Y-in-Fact Addre-. i 10 A► Lan- Address: 5151 San Felipe,Ste. 1200 �1���• t �.. Hoof,TX 77056 00200 4 2020 Page 1 Rid Bond 00443638 Resident Agent of Surely: / i g / / l',"4...... sc.-- iel e Signature Cheryl R.Colson -. - Printed Name 2502545 N,Ste.525 Street Addr„ The Woodlnds,TX 77380 City,State, ip Page 2 00200 42020 Rid Bond 00443638 POWER OF AY APPOINTING INDIVIDUAL AIN - FACT kiow MI Me.By ThIN Pi.siii.,That Couitht.I( suaItyCsysny,.i 1111oh ki.uwioscampuy,Nedonul FlrslnairuicsCompany of d ay R lbs CdIAN EUb*oIsnncs in"s)u,ardulyoipidzmd sxIiIasmncompmniato I.vfug t,h Pier aa P .yIvanIaInmimncecornpeny(hsin IbsCity ofCldps u� Boob. and that byvbIucofth.sIp*aru and isLi hucln wed hsdy make,coui*ftuisaiad appoint limotiky J MaI.y,Scott D Clmpmsn.CyntIm D Huilim, MaI II Man.,Jeawis M Bueban,KeIth M III.,Puinda C Martinson.Debra Buckner,Cs Maga,Barbara Ksck Usa.M Nts ,IidMduy of Inv drove Ifsht MN,th*misand lawful AItumcy(.).in.P with full power and authority kynIr sip,sell andd .cut.for uid on their bshilf bonds,undutakingi smi oiIiobligutoiyiusmimsnss of similarnatvm •Is Unlimited Amunis and to biDd than thereby as fIiy and to the amine w.t.itlfsudi IMrummts wire signed by aaLyauthoddoM o(their Iniisncs compmd and all the su of said Attorney,pursuant to the ausIy1iaiby glvai is hy ratified and conflrm . This Pow:N.rofM pursuant to and by authority of the Bar-law and Resolutions,printed on thss hereof.duty doptsd,as iadfcatcd,by the Boarth of Directozu of fire Iniunace pia. to WItue Whereof,die CNA Conipsnl&iave cagsdthspresitsto b..Igit by dm*Vice Prldu1tMd t.ir corporate to be hcio affixed on this 6th day Of Apill,2016. A, •'r''�t , a Continental C�ehY Companyi �. � National FirsInsuranCompanyofll.ztfordIneucce j 01".. e'., ' L * r-01.11.4;\ Ameeicas C Compmay of� � .�' �� Pesylvaoia• i Kiri.r I AV' ) attliF / A,Y % sift , V, . •, -/ • __.........,. ., — —.4 MO Psul T.Bruflat Vice PmuLduit Stutcof Smith Dakota,Counyof Minudiaha,lc do di6th day ofA2O1 pcoa1yP.v1T.B kDom,who,being by me duly swot%did depose end eery: that he raid in the Falb.Sof South Dska that ks is a Vice President Caivaky Company,en 1IIhmiibuas ampay, NadoedIcs Company a/Hartford,an UI s and American Canteity Company of Reg.Pennsylvania. Pennsylvania insurance company described in and which executed die above instrument;that he knows the sad of said Insurance companies;Chet the sealstsxcd to the odd moment are Bch*vont'..saIu that they were so affixed to authod the Dosof Directors ofd incecI dihssIp he thereto pursuant to bed and admowledges wmsto be des got and deed ofd incc oomcs. J.MOHR t -1 - .--0 . .._ _____,_ (;?°1% My Commission Expires June 23,2021 J.Mohr -Trn NosuyPublLc CERTIFICATE 1,D.Bu1 Seamy of CdnI Casualty ,.i, , , y,an OffnsinsncompMy,National Fwe Insurance Company of Hartford.an 1flino insurance company,and American Casualty Compy of Rin&Pia Pmy1ia inmpy do hereby certify that the Power of Awing herein above set forth is still in forme and finther certify that die Briaw sad Resolution of the Doaof Dc of die insurance companies printed an dehofi stilt in force. in testimony wheeeof!have hereunto subscribed say name and Wind the Baal of the said insurance companies this 18th day of March _ , 2021 .1T- +4 Contincutal Casualty Company ., .7' ; National Fire Ensurance Company of Hartford Goreitair ,. I s i , ; Yi v�r�►�y Ama�icao CasualtyCasualty Campy►of g�gi.Pennsylvaniaaoia, MY 11„ ! SEA. . k-;"'r.„, �\ ml ' 4‘ •,, _#_,„ . D.Bult Assistant Secretary Ponn F6$53-412012 Authorizing By.Law.sad Rsioludou xwro BY 'OFDIIC1ORSOI1XNTB4WTALCASUALTYCOMPANY:THE TWsofA is ms and executed pinumat to aid by authority 6110wing duly adopted by the Board ofDofths Companyit a meeting hdd as May 12,I99S• "RESOLVED: 'nut Sorarvp Ve Pd an oMr to sign specific dom on behalf of the Company provid that the none emit auihorlxd oMaid a description of the documents.speements or instutnenti itat such officer may sIgu will be provided!a tingWthsS orthe bsco ealeoltve." This Power of is signed by Paul T.Bruflat,Vies President,who his been authorized im to the above resolution to made poorer of attorneys on 6ehaIfof nemi Casusky Company. This Powai of A pod god sated by faicsindis under ad by the authoriw of 1In theRtn adopted by the B ofo of the Compinyby unanimous , wsusDtdmd tbs25dsy of April,2012: "Wham.die byk ,of the Compaw or sflc resolution of the . of Dbecton has authorized carious officers(she"Autkorized Moen')b setsrmus polici bow,uithrWcinpsnd otbsro1 y and Whe time • time,the.Ipam ee of the A Offi in addition to bring provided Lu aigind.hard Dopy hanst.may be pmdcd vie fuoroe is at eIc forint(csUw "Blaebonk Signatures");Now Imbcft mo1v that the Electronic& ofm ny Atitborad Officer lbs vulldaftd bimIIn on the fir." ADOPTED DY THE • I OPDIUCTOS OF NATIONAL FIRE!NSLMANCBCOMPANYOPHARTFORD: Thi PowerrefA is node and seated pug to and by authority of the&liming resolution duly adopted by the Board of Directors of the Companyby vniimovs tea anoint did May 10.1995: "RESOLVED: Th Senior or Groin Vice Preside*may suidzs an officer to yip specific documents,agreements - instruments on bef of the Company . ihat in of such authorized oil=and adsidon of*.doaa mors it such officy sip will be provided In' ling by the S r Praddent to the S of Ibe Company su prior Womb*offindis." This Power of A is s1sd by Paul T.Bmfla Vice Pnsident,who has been authorized puuMt to the above resolution to execute power of anonym on behsWOf t flieIrsur.ncc Compsnyofliaitford. This Power of ANm Ii Id and soled by fitcsimils under and by the authority of the fallowing Roion adopted by the Hoard of Directors of the Companybyuniitimouu en ammo meted the 2SdyofAprN,2OI2: "Where ��tea poll - f the bora,�and odherBMa of the of Dinctors authorized various officers(the"Aud�oei�ed Oflieers'�to oiiigsoiyhiummiesis.of like nature;and Whema ofs Az OM dition to being imovided in original.bud copy fo be pdcd via facsimile or.,,_ -;in in electronic format(coMcctIy, !1eni Ss' Now Nye be it sved: that the I1Mc Signature of any Authorized OMccr. .lb.valid end bludinion die Cbmpany." RDOITEDBYTIIEUO I. OF DIR!C )RS OF AMERICAN CASUALTY COMPANYOF ftEADINO,PENNSYLVANIA: This Power of A _, is made and exavted pennant to and bydofde following so1uonduopd by the Bofdaof the Compaaybyiuianlmous - CODSCV dated May 10,199$: "RESOLVED: TIC Sailor or Omup Vics Presided may smd an officer to Mgt'specific documents.weements and insiruments an bsf of the Ccmp p -• ththcna of mi ofiwa sdsspsn of Udoa orn oMc y sign will be provided in tins by the Senior or soup Vice President to the Soft prier to such execution bNong effective." This Power of A humped by Paul T.Bmfla,Vice Presklent,who hos been authorized pursuant to the above Rsolution to execute power of attorneys on behtlf of A an C mpany of Boding.Pemsylvanli , This Power of Ao under and by the authority ofs&Rowing ReIu opted by the Boyd of Dn of ibe Companybyunanlmous tioonssnIdsd*a2S'dayofApdl,2012: "Wham.die bylaws of the Company or sflc rosolndos of die Board of DImo het authorized various officers(the"Autisoemed OMa')to execute various polici-< bonds.thodertidaggs and other ohliptoiy inshuaKnts of Ike mum and Whereas,fkom time time.the sof the Authorised OMc addition to bc prodded in original,hard copy&mist,may bo pwded via facsimile or°drawl=io an electronic Slvt(coy."Electronic Swoons";Now dsbs ft rnoM (AM AutIioridOMccr Lb.valid and biudhig on the ny.^ Figure: 28 TAC§1.6O1(a)(3) 1 IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Pere obtener informadon o pare someter una queja: 2 You may contact Conffnen1 Casualty Company, Puede comunicae con Continental Casualty National Fire Insurance Company of Hartford, Company,National Fire Insurance Company de American Casualty Company of Reading.PA and Hartford,American Casualty Company de Reading, PA Continental Insurance Company at 312-822- OO. y Continental Insurance Company at 312225OOO. 3 You may call Conthen1 Casualty Company, Usted puede Ilamar at numem de telefono grabs de National Fire Insurance Company of Hartford, Continental Casualty Company,National Fire American Casualty Company of Reading,PA and lnsumnce Company de Hard,American Casually Continental Insurance Company's toll-free telephone Company de Reading, PA y Continental Insurance number for information or to make a complaint at: Company's pare informaclon o para someter una queja al: 11774724115 ISTI724115 4 You may also writ to Continental Casualty Usted tamblen puede escribir a Continental Casualty Company,National Fire Insurance Company of Company,National Fire Insurance Company de Hartford,American Casualty Company of Reading. Hartford,American Casualty Company de Reading, PA and Continental Insurance Company at: PA y Continental Insurance Company: CNA Surety CNA Surety 333 South Wabash 333 South Wabash Chicago.IL 60604 Chicago,IL 60604 5 You may contact the Texas Department of Puede comunicarse con el Departamento de Seguros Insurance to obtain Information on companies. de Texas para obtener Informaclon acerca de coverages,rights or complaints at: companlas,coberturas,derechos o quejas a): 1100.252-3439 14OO2S24439 6 You may write the Texas Department of Puede escribir al Departamento de Seguros de Insurance: Texas: P.O.Box 149104 P.O. Box 149104 Austin,TX 78714-9104 Austin,TX 78714-9104 Fax:(512)49Q-1007 Fax:(512)49O1OO7 Web: www.tdltexas.gov Web: www.tditexas.gov E-Mail: ConsumerProtectiontdi.texas.gov E-Mail: ConeumerProtection@tdLtexas.gov 7 PREMIUM OR CLAIM DISPUTES: DISPUTAS GOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your Si tiara una dispute concemiente a su prima o a premium or about a claim you should contact un reclamo,debe comunicarse con el Continental Continental Casualty Company,National Fire Casualty Company,National Fire Insurance Insumnce Company of Hartford.American Casually Company de Hartford,American Casually Company Company of Reeding,PA and Continental Insurance de Reading.PA y Continenl Insurance Company Company first. It the dispute is not resolved,you primero. Si no se resuelve la disputa,puede may contact the Texas Department of insurance. enforces comunicarse con el departamento(TDI). 8 ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es This notice is for information only and does not solo para proposito de Informaclon y no se become a part or condition of the attached convierte en parte o condition del documento document. adjunto. Faun F827742OI6 00300 BID FORM ' BID FOR_\,-. PROJECT``A.%.. ,I.. South I te cepto Manhole Rehabilitation Pro.ect PROJEC,rr LOCATION: Round Rock, T..`' OWNER: CI*ty of Round Rock, Texas DATE: TBDI Gentlemen: Pursuant to the foregoing Notice to Bidders and Instructions to Bidders, ^.' `..', .,n'. bidder/k`,`b` p'o,`s`, `. ' all `i' ..,,`' ^, .. ^ alle . ," . '�' ^� ^'` ' ,b.. machinery. equipment, tools., materi*als. ....`v.. and miscellaneous items to complete all the Work on which h. bids as by the attached Bid Documents, and as sho,m on the plans for the construction of South Interceptor Manhole U ,i , ''\.. .. . ..''`.. - _ ' - and binds himself on acceptance of thl*s bid to execute the Aareement and bond for completing said Work within the.time stated, for the following prices, to wit: Any addenda issued wi'll be posted ..it. the Project Manual and/or Contract Documentson the In Cityl s Nve b'ite at ro'd,..'��.`../l bythe close .' business n` . - _ - - - - - _ . ` Pri*or to submi"tting a b I'd, the bl"dder i*s responsible for determining if any addenda have been issued and for following any instructions in any addenda 'issued. Bidderacknowledges -,|_, of,, folloNvi'ng Addenda`' .�`' Addendum "number and date. ' - _ - B*1 d te fiw� Item Quantit �r` .. � `�� ��^-.` �'«^t �_. .`^,r.t - _ ` . Ls, Contractor to Prepare, Submit, and Implement (including proN'�':. all 'c-ze"a'`` implement plan) a ..'a,, Pumpi`ng Plan, '`'`` ... s`s. . -. ` . Texas Professional Enai*neer co plete in place per LS for One hundred ten thousand dollars ___ �_. _. cents. 'o''' ','''' ___.__ - BASE BID Bid Approx. Item Description Item Quantit Unit and Written Unit Price Unit Price Amount 2 14 EA Furnish All Materials, Equipment,Tools&Labor Necessary to Install Manhole Vents complete in place per EA for Five thousand seven hundred dollars and zero cents. 5,700.00 79,800.00 3 12 EA Furnish All Materials, Equipment, Tools &Labor Necessary for 32-inch Standard Manhole Frame and Cover, Complete in Place, Including Surface Restoration to Existing Conditions. Der Plans complete in place per EA for One thousand five hundred dollars and zero cents. 1,500.00 18 000.00 4 4 EA Furnish All Materials, Equipment,Tools&Labor Necessary for 24-inch Standard Manhole Frame and CoN er, Complete in Place, Including Surface Restoration to Existing Conditions. per Plans complete in place per EA for Nine hundred fifty dollars and zero cents. 950.00 3,800.00 5 1 EA Remove and Replace Existing 48- inch Manhole and Replace with New FRP Manhole, 60-inch Dia., W, Including Surface Restoration to Existing Conditions. per Plans complete in place per EA for Tweleve thousand five hundred dollars and zero cents. 12,500.00 12,500.00 00300-9-2015 Page 2 of 9 Bid Form BASE BID Bid Approx. Item Description Item Quantit Unit and Written Unit Price Unit Price Amount 6 30 LiF Furnish All Materials, Equipment, Tools & Labor Necessary for Pipe, 18-inch Dia., SDR26 PVC, Including Excavation and Backfill, WW complete in place per LF for Three Hundred dollars and Zero cents. 300.00 9,000.0. 7 1 EA Furnish All Materials, Equipment, Tools & Labor Necessary for Concrete Drop Manhole 60-inch Diameter, WW, including Surface Restoration to Existing Conditions complete in place per EA for Nineteen thousand five hundred dollars and zero cents. 19,500.00 19,500.00 30 Abandonment of Existing 18-inch Wastewater Line per Section 510 complete in place per if for Two hundred fifty dollars and zero cents. 250.00 7,500.00 350 LF Furnish All Materials, Equipment, Tools & Labor Necessary for Mulch Sock complete in place per for Twenty five dollars and zero cents. 25.00 8,750.00 00300-9-2015 Page 3 of 9 Bid Form BASE BID 0 49 Bl*d Approx. Item Description Itein U ni"t and Wrl*ttenUnl*t .. ./_ ,..^�.`.`e ,...`._ - i. 305 VF Fu ish All Materials, ! Equip ent, Tools & Labor / Necessary for Corrosion Resistant Lining-flor Co C t Manholes (48'nch D per Technical SDecifications complete in place per VF | for One ^,....d ,...y"v� ....^.s ' ! and zero cents. ''`m 4~.i~.'oo ' -- .' 110 VF Fumi'sh All Materials, Equi*pment, I'lools '` Labor NecessarN, f-lor Corrosion Resistant Li*ning f-or Conc ete M nh I ' (60'nch D ....`.},..a. Sloecl*fications complete in place per VF for One hundred seventy five dollars _ and zero cents. '-'') 1.`.o,0 ._ `` 305 VF Fuml*sh All Materl'als, | Equi"pment, Tools Labor / Necessary for Cementitious | Manhole Coating(48 inch � Diameter) per Technical 0 SDecirications complete i*n place per VF fo r One ' '`� '� / `' " v' tv'"e `,.`., - - and zero cents. . ` !'' ., . .' K. _. !.` 110 | VF Fumish All Materials, � Equipment, l'ools, .: ..`b.. Necessary for Cementi*tious Manhole Coating (6ominch Diameter)per Technical . Soeci'fications / complete in place per f , .w k"�,' .v ,.`' ...'z_`.. - - � and zero ��_`' ...00 1.'5.'00 ' - - 00'.0)'00-9-2015 Page 4 of 9 o..Fo__ / '`.'. 'I.. Bl*d Approx. I....Descripti*on Itein- ''' -'-'�,.`-- '�..i-.�' ._.._�_,' `�_.'_.. .-- `. 245 V F Fumi'sh All Materials, Eqwpment, Tools & Labor Necessary for Installation of Fiberglass Manhole Liners (48- inch Dia eter Manholes)per Technical S.e.....t,o,, co plete i*n place per VF for one . `` � ,.. , `' . dollars- and zero cents. 1050.00 257)250-00 — .' .' EA Ful-11'sh All Materials, Equipment, Tools & Labor Necessan, .` �/`-r.'!.i", ...^-u). [ �erench/Trough Technical Speci*ftcations and Plans complete in place per L A for Six hundred fifty dollars and zero cents., ..,.V; i6.11..o0 - ., . EA Fumish All Materl'als, L-`qui'5pment,,,,roo1S & Labor �'.'e.`a`.`' .`'.'.`'..`' N/lanhole Frame/Cone Pe. 4"echnical Spec I*ficat i*ons complete in place per !.A for Seven hundred fifty 4 0''a'z ^nd 750.'' 11500-00 zero r�''��� 00.300-9-2015 Page 5 of 9 Bid Form BASE BID Bid Approx. Item Descriptl'on Itein Unl*t and.x..... .... .'... .''.',,^ ,`,...^.. _ -__ l' . L.. Fu ish All Materials, Equipment,Tools & Labor / NeCeSsary to Ren air Concrete Collar complete in place per EA for Six ,u.d... '`» dollars- ., ,,` -' -_ � and ze ro cents. ....,' .,/``, \' | LS F1*11 Abandoned 36_nch Is Wastel�%rater . .i.. '�'"... ,..i. Grout complete in place per L. for Nine °^-n. .~ .^d,' dollars and zero cents. ..5j.... `.yA.` .. / LS Contractor to Prepare, Submit, and Imple -ent(including proN,iding all materias 'v implement plan) a 1'raffic Control Plan for work located near a road way, (vehicula and pedestrian), signed and sealed by a Registered Texas Professi'onal Engineer complete in`.ac. _�. LS for Five ~o"`,` '' ^^,, dollars_ - zeroa:- cc,, ` ',0..., ,,.(,.~ ___� _________ 20 135 LF r4urnish All Materials, E#;',,Ui*pment, Tools & La#Or Necessary to Remove and e,, lace Fence in kind, Inclutin 9 | -ze."/'"v'.. ,.,. `g Conditi*ons com�Ie`e i*n place #er LF for One hundred thi '"^ ...`- -__-_______-___'___-___ a_� z. cents. ,._ '._,` ____ 00300-9-2015 Page 6 of 9 Bid Fonn BASE BID Bi'd Approx. It,`'Descri"pti*,im Itein ..."�'. ..^ '....'..'` `�`.�..`, .�..��-,.� -,....' — _ — —' '. ' EA Fu I'sh All Materials. 00 E-4quipment, Tools & Labor Necessary to Install Bollards complete. i*n place per EIA ., Seven .u".''' ''� d 11 s and zero cents. /.`' ^'.00'., 22 . L S Mobl*lizati'on (not to exceed 50,,.' of tota bid price) complete in place per LS 4RWMENI� f-or Thirty .'.'`^'''`n/ dollars ' '. and ze ro cents. 34,000.00 341000-000 _ 23M 20 LF Pipe, '2.4-inch Dia. PVC SDR 26 co plete in Place per LS for Three Hundred .c).`s and ze ro cents. ,.l.. .`o^'_.—.. .' .. LF Contractor to Prepare, Submi't, and Implement (including all materials requi'red to 'implement Plan) a,rrench Safet),r Plan, signed and sealed by a Regi*stered Texas Professional Engineer, in Conformance with State & OSHA co plete i*n place per LF for One hundred seventy five dollars and zero .+�. . i., ,3� '``0" .. -___-- . 25 . E.' Fultilsh All Materials., Equipment, Tools & [,.abor Necessary for Stabilized Construction Entrances complete in place per EA for Two'o's``' ''''- '' fifty''''' dollars ' ------- —' and ze ro ______.e-r' 2,750,00 51500,00 _ BASE BID Bid Approx. Item Description Itein U-n 1*t and.`.`.�._'.-..".~ ..`.'.e ''..-.. `' . LS F1*11 Trench around Exposed / Manhole 1436050 th Concrete/Gab ions complete ..place per .S fio r Seven thousand two hundred fifty two dollars a n--d. zero cents,. ''.... -.....'-- . - _ 27 ' LS Furnish All Materl*als, EqUipmlent, 'roois & Labor Necessary to Re .Exl*sting Sid walks to Existing Condit-ton ` complete in ``'., per LS for Five thousand dollars and zero cents. '.`..' '..',. .' 28 100 LF Furnish All Malertals, Equi*pment, Tools & L bo. NecessarY for Tree Protecti*on complete in place per LF f-or Twenty''' dollars - -- - and zero cents. '.'`'`' ''''-0' ' .'I�i ��,� U.L` '..�.-' ! Lliru .�` 755,777.00 - - atetwials: 249,000.00 I I e r C a r s,, 506777.00 � t�»`. 755,777.00 00300-9-2015 Page 8 of 9 flb,..7o., TOTAL BASE BID(Items I thru 28 ) ,g1j 1`1'11_ oo Materials: aka,,pop. •o All Other Charges: Sm() Ce4 In o0 * Total: —1_,T__C'417"I.ov * 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 cerlitic-•ion as per the Instructions to Bidders. The undersigned & ifies that the bid prices contained in the bid have been carefully checked and are submitted as co f- t and final. The Owner reserves the right to reject any or all bids and may waive any informal' ' s or ,chnicaliiies. �ctfull �% m p y �,, i Restted, ,;t/i 1101r d _ _ Sign Pri ___0"1 11-7-k0 /6\14t\‘ ,f‘4k A.)4-1-lcvt. t Name Address Ilakda'ati 2f?)\ Avail 2.9fiA _...... le Telephone i?An— 1---a \1AL Name of Firm 'bin '2.-‘ _____,..0011 Date cretary, '.' Bidde s a Corporati,n 00200-9-2015 Page 9 of 9 Bid Form Attachment A Respondent Questionnaire (40 Points) Name of Company: Crurtec, Inc. Company Address: 12210 Ann Ln, Houston,TX 77064 1. Describe your COMPANY EXPERIENCE for the last five years with projects similar in nature to this one including manhole rehabilitation, manhole coating,fiberglass manhole inserts, by-pass pumping and/or City of Round Rock projects. Include a description and contract value for each project. (20 Points) Crurtec has been doing trenchless underground rehab as a general contractor for 15 plus years doing manhole rehaL,CIPP, pipebursting, bypass pumping,CCTV and cleaning. It has a team of experienced personnel who has performed every scope of work called for on your project. Mr. Eric Dupre is the primary PM/Estimator for this project and has done some of the hardest manhole rehab project in Texas. Here are some links to work here has done for references: https://ucononline.comJmagazine/2014/may-2014-vol-69-no-5/features/skyrocketing-h2s-Ievels- prom.pt-emerglency-manhole-repairs https://ucononline.comlmagazine/2011/march-2011-vol-66-no-3jfeatures/tackling-manhole-rehab-in_ Laredo Mr. Dupre has a long term working relationship with Mr. Chris Welch at LFM who makes the FG inserts/manholes.Our install methods for grouting the FG are now apart of Containment Solutions manual. NACE trained and SSPC concrete coatings certified as well as ACl certified for shotcrete. Crurtec has all the equipment, manpower, and technical experience to self-perform this entire project in-house. 2. Provide a list of any sanitary sewer overflows experienced during or as a result of your COMPANY WORK over the last five years. Provide a cause and estimate volume for each listed occurrence. (Points 20) Crurtec has performed major sewer rehab work all over Texas in greater Houston area,Victoria, Kingsville AFB,SAWS, and many other places. YTD we have not had any SSO's on our projects unless they were already occurring as part of a failed system backing up that we were called out to remedy. r-s---- --1.7* ------"ks RUZ TEC INC. TRENCHLESS UTILITY CONTRACTORS CRUZ TEC INC. 12210 ANN LANE HOUSTON,TEXAS 77064 PHONE (281)469-2888 FAX (281)469-2885 June 4, 2021 To Whom it May Concern, RE: South Interceptor Manhole Rehab Project On behalf of Cruz Tec Inc.We would like to acknowledge the math error that occurred during the bidding process.The Bid opened on March 18,2021 was totaled at$755,777.00.After tabulation of the bids, it was discovered that that total bid price is$784,527.00. If you have any questions please feel free to reach out to us at the number listed above or to my direct email jsoliz@aacable.com Best Regards, r Jenni er So rr Dire 4 for o Operations 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: Cruz Tec, Inc. Address: 12210 Ann Lane Houston Texas 77064 Phone: 281-469-2888 Completed by: Jennifer Soliz Date: 3, 17/2021 I. Does the company have a written construction Safety program? [Yes ❑No P P �' 2. Does the company conduct construction safety inspections? [Yes No 3. Does the company have an active construction safety-training program? ['Yes ❑No 4. Has the company been fined by OSHA for any willful safety violations in the past Dyes ErNo three years? 5. Does the company have a lost time injury rate of 7.8 for SIC 15,or 7.6 for SIC 16, ErYes El 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 VIYes ONo ON/A B. Excavation jYes ONo ON/A C. Cranes EYes flNo ON/A D. Electrical E "Yes ONo ON/A E. Fall Protection Yes ❑No ON/A F. Confined Spaces 11Yes ONo ON/A I hereby certify that the above '• ormation is true and correct. Signature ,G% ,` Title Corporate Secretary Page l 00410 8-2014 Statement of Bidder's Safety Experience 00090654 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 Q, ,`�n� Log of Work-RelatedBecause the forms in this recordkeeprng package are"fillable/wntable" employee health and must be used in a manner that ' PDF documents,you can type into them input form fields and p protects the confidentiality of employees to the extent Year 20 19) ��s-': then save your inputs using the free Adobe PDF Reader In addition, possible while the information is being used for Injuries and 11/messes the forms are programmed to auto-calculate as appropriate, occupationalU.S.Department of Labor safety and health purposes. f�/Occupational Safety and .,/t/i 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 inv.byes loss of • omplete 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 or illness recorded on this form.if you're nor sure whether a Establishment name A&A Cable Contractors/Cruz Tec Inc •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 1909 8 •reel free to use two lines fora single case if you need to. Houston TX through 1904.12. •Complete the 5 steps for each case. CityStaia Step 1.identify the person Step 2.Describe the case Step 3. Classify the case Step 4. Step 5. (A) (B) (C) (D) (E) (F) SELECT ONLY ONE circle based on the Enter the number of Case Employee's name Job title Date of injury Where the event occurred Describe injury or illness,parts of body most serious outcome; days the injured or Select one co/corn: no. (c g,Weider) or onset of (c R Loadingdock north end) affected,and object/substance that ill worker was: illness directly injured or made person ill(e g (e g 210) Second degree hums on right forearm front Remained at Work Illness acc'rt'lerte torch) b (M) 1 Days away Job transfer Other record- esem fte trans On fer rs or ! c o I Death from work or restriction able cases o a work restriction (G) (H) (i) (J) (K) (L) . o Reset Luis Marquez Jr laborer 7 10 (1) (2) (3) (4) (5) (6) Q / Job site Burn to upper arm r//_�� Al /'► r month/day r `_ r r 5 days 5 says 1l \ r rr Reset / month day r r r r days days r r r r r r Reset / trxxtih/day r r r r days days r r r r r r Reset / month J day r r C C days days r r r r r r Reset / r r r r days days r r r r r r month,day Reset / month 1 day - r r r r days days r r r r r r I Reset / r r r r days days crrrrr month/day i Reset 1 / month J day [ r r r days days r r r r r r [Reset 1 / month/day r r r r days days r r r r [ r Reset] [ r r r days days r r r r r r month/day Page totals 0 1 0 0 5 5 1 0 0 0 0 0 Public reporting hoiden for tht.collection of information as estimated to average 14 minutes per response,including time to ret tea the c a o Si nons search and gather the data needed.and complete and review the collection of information Persons air not required to BQ surd to transfer these totals to the Summary page(Form 300A)before you post it 9 o utiucit respond to Sc collection of informal=unless it displays a ctarcntly valid OMB control number lives have any comments about those l,`V e .--4 estrrnatcs or any other aspects of this data collection,contact US Deparunetrt of Labor,OSHA Office of Slat:siical Analysts,Room r� ici. Delete a Form Page = ! !r-ZC>-t4 2,-,Constitution Avenue,NW,Washington.L)(.:20210 Da not end the completed forms to this office Page 1 of 2 (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 8 (` ). Because the forms in this recordkeeping package are"fillable/writable" Year 2Q .\.__; 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 Adnttnistration Form approved OMB no 1218-017f 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 Voar establishment Hams A&A Cable Contractors Inc./Cruz Tec,Inc. these forms. street 12210 Ann Lane Number of Cases CityHouston State TX 77064 Zip Total number of Total number of Total number of cases Total number of deaths cases with days with job transfer or other recordable Industry descnpiion(e g,Manufacture of motor truck trailers) away from work restriction cases Utility Construction 0 1 0 0 (J) North Amencan Industrial Classification(NAICS),if known(c g,336212) (G) (H) 0) Number of Days Employment information(/fyou don't have these figures,see the Worksheet on the next page to estimate) l'otal number of days "Total number of dabs of lob 55 away from work transfer or restriction Annual average number of employees 5 5 113835 ---- - Total hours worked by all employees last year (K) L; Sign here Injury and Illness Types Knowingly falsifying this document may result in a fine. 'l'otal 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 i a Injuries 1 (4) Poisonings -__ 0 Skin di-order. 0 (5, Hearin. los 0 Company executive Title Phone - - Date 131 Re,,piraton,condition 0 es, All other.LLne 0 Post this Summary page from February 1 to April 30 of the year following the year covered by the form. Save In put Public reporting burden for this collection of information is estimated to as erne 58 minute per re pan.e including time to review the in'ructions,search and gather the data needed,and complete and review the collection of information Persons arc not required to re pond to the olle lion of information unless i►dispia5 s a currently valid OMB control number If you hale any comments about these estimates or any other aspects of this data collection contact S Der.artment of labor OSl IA Office 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 301 (Rev.04/2004) �_ Note:You can type input into this form and save it. Attention:This form contains information relating to '.-.. Because the forms n ths recordkeeping package are f1IIablelwntable' employee health and must be used in a manner that �.-!'' /nr and illness PDF documents you can type nto the input form fields and protects the confidentialityof employees to the extent . J � 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 cident-In Repor . the forms are programmed to auto-calculate as appropriate occupational safety and health purposes. occupational safety and Health Administration Form npprot ed OMB no 1218-0176 Information about the employee Information about the case This Injury and Illness Incident Report is one of the first forms you must fill out when a recordable Luis Marquez jr 10)Case number from the Log 1 (Transfer the case n,unher from the Log after you record the case) I)Dull name work-related injury or illness has occurred Together 7 11 2018 III Date of injury or illness with the Log of Work-Related Injuries and Illnesses 2)Street 10803 Green Creek Dr#1107 Month Dav Year and the accompanying Summary,these forms help 12)Time employee began work 7:00 0 AM 0 PM the employer and OSI IA develop a picture of the City Houston State TX ZIP 77070 extent and severity of work-related incidents. i3)'r;me of event 0 AM 0 PM ®Check if time cannot be determined Within 7 calendar days after you receive 3)Date of birth 10 30 1999 'Re fields 14 to 17:Please do not include any personally identifiable information(PII)pertaining to information that a recordable work-related injury or worker(s)involved in the incident(e g.,no names,phone numbers,or Social Security numbers). illness has occurred,you must fill out this form or an -11 Date hired 7 31 2017 14).What was the employee doing just before the incident occurred?Describe the activity,as well as the tools,equipment,or material the employee was using.Ili:,pe:ifit.Examples:"climbing a ladder while equivalent Some state workers compensation ntontl, Da, Year carrying roofing materials";"spraying chlorine from hand sprayer";"daily computer key-entry." insurance.or other reports may be acceptable s) o\Tale 0 Female He unhooked a camlock on a hose Q substitutes To be considered an equivalent form,an} substitute must contain all the information asked for information about the physician or other health care professional on this form 6)Name of physician or other health care professional i s).What Happened?Tcli us how the injury occurred.Examples:"When ladder slipped on wet floor,worker fell According to Public Law 91-596 and 29 CFR20 feet";"Worker was sprayed with chlorine when gasket broke during replacement";"Worker developed 1904,OSI IA's recordkeeping nile,you must keep Amiraf Shari soreness in wrist over time." this form on file for 5 years following the year to He was unaware the water in the hose was still pressurized with hot which it pertains water when releasing camlock the hot water sprayed out If you need additional copies of this form,you 7)If treatment was given away from the worksite,where was it given? may photocopy the printout or insert additional form Facility Life Savers Emergency Room 16)>+What was the Injury or illness?Tell us the part of the body that was affected and how it was affected. pages in the I'DI',and then use as many as you need. Examples:"strained back";"chemical burn,hand";"carpal tunnel syndrome." Street 17685 Tomball Parkway burned upper arm City. Houston State TX 'zip 77064 17).What object or substance directly harmed the employee?Examples:"concrete floor";"chlorine"; "radial arm saw."If this question does not apply to the incident,leave it blank. Completed by Jennifer Soliz Ii)Was employee Treated in an emergency room? p water 0 No 1 tile Director —.- --- 9)wits employee hospitalised overnight as tin in-patient? is) If the employee died,when did death occur? Date of death Phase 281 _ 469 _ 2888 Dale 2 27 2019 0 Ye' Month Day Year Month l)a, Year O NO - Pa • _ of 1 Save Input Add a Form Page Reset FAA,:! moilin ',Wen bit ih,cogeerion II!,nfoin,atlti.,.C:C1lnitcd rrr a i. m,er ,Z:mince.?<I rr;lai;,i_.11,lay.l,,lir.I:.:ci lovi ii.r't"ructions,smelling emsting data sources gathering and maintaining*the data needed and completing and rev,caving the collection of information Persons ate not required to respond to the collection of information unless it displays a !moiling .men,aa.t(1`.111 cordrol,,umber if;Lill tra+'c,:r,t.err nies',a'c.,o[Iv.c:nma'it,•*r auv whet a.543.1-.ai Sti,.dabs...411c.t:on,ci.ludtag suggestions for tedoc,nt'this burden.contact US De;•artmcnt of Labor OSI IA Orrice of Statistical Analysts Room N.16,1,1 200 Constitution Avenue.NW.,A'ash,ogton,DC 20210 Do not send the completed forms to this office 1 Lnon:This form contains Information relating OSHA's Form 300 (Rev.0112004) to employee heeN'and must be used In a * that the ,tiality of employees to theYear 2019 'extent possible while the M�fbrtnetbn is bang used Logof Work-ReiaIllnesses ��pe��Ste,e� ,��s. UDePamentOfLabOF tod and �... ISafely and Health Administration You mud record information bout emery workmated ferry or mess ihat involves loss of consciousness,restricted work activity or job transfer,days away from work4 or medial ant beyond fist aid.You must also record significant work-related injuries and uses that we diagnosed by a physidan or used health careprofessional.You must also record work- Fam approved 0MB no.1216-0178 injuries and yes that met any of the specific recording criteria area in 29CFR 1904.8 through 1904.t2 Feel gee to use Iwo yes nor a sine case if you need to.You must couplets an Establishment name injury and ass incident mat(OSHA Form 301)or equivalent foram br each inky or S recorded on this form.If you're not�,,, r a case Is recordable,cap your local OSHA aWoefor help. A&A Contractors Inc/Cruz Tec,Inc. City Houston State Texas __,... Identify the person Describe the case Classify the case -(A) (B) ---- Enterthenumberof I (C) gyp) (E) ,- (F) CHECK ONLY ONE box for each case based on days the Injured or ill ;Check the"iryury°column or choose one type of Case Employee's Name Job Title(e.g., Date of Where the evert occurred(e.g. Describe injury or illness,parts of body affected, the most serious outcome for that case: ,worker was: Illness: No. We1der) injury or Loading dock north end) and object/substance that directly injured or made I onset of person III (e.g.Second degree bums on right - -— ' (M) illness from acetylene torch) ess — O��� RiItVdos1cm(moJday) DSRth DaYS y transfer o r tZi o From restriction 2 o c r -.1 ti Job transfer Other record- Work (days) Z, a g 2 .„le � f or restriction able cases (daYS) r � I U � i k tG1 (H) (I) 0) (K) (1) (1) (2) (3) (4) (5) (6) 1 Jose Muni Laborer 11119 jobsite-trailer ri,ht tip of index finger �- 0 7 0 0 7 0 1 0 0 0 0 0 ME III 1!Hill.. illi 11111111.11 1 Ili 11111 Mill Ell Page totals o 0 0 o 7 0 0 0 0 0 0 0 Be sure to transfer these totals to the Summary page(Form 300A)before you post it. f i2iIIPub6C reporting burdenforthisOf a�brrrfation is estimatedtoaverage 14 mutes Der response,Including ttrte collection .0 fA � J I to review the instruction,search and gather ga the data needed,and complete and review the collection of information. � �g a. ' Persons are not:Nukedtorespond!a the collection of iniamati�on unless it displays a currently valid OMB control / � il � number.If you have any comments about these estimates or any aspects of this data collection,contact US Department of Labor,OSHA Office of StabsGcs,Room N-3644,200 Constftution Ave,NW,Washington,DC 20210.D� completed mstohisaffioe. Page I of> 1 0 0 0 0 0 OSHA's Form 300A (Rev.0112004) Year 2019 Summary of Work-Related Injuries U.S.Department of Labor Occupational Safety and Health AdministrationForm approved OMB no.1216-0176 Al establishments covered by Part 1904 must complete this Summary page,even if no nurses or illnesses occurred during the year.Remember to neWew the Log to wetly that the entries are complete Using the Log,count the individual entries you made Nor each category. Then write the totals below, i Establishment information making sure you've added the entries from every page of the log. If you had no cases write"O.' Employees former employees,and their representatives have the right to review the OSHA Form 300 in Your establishment name AM Cable Contractors Inc./Cruz Tec,Inc. its entirety. They also have limited access to the OSHA Form 301 or its equivalent See 29 CFR 1904.35,in OSHA's Recondkeeping rule,for further details on the access provisions for these forms. Street 12210 Ann Lane Nufnber of Cases City Houston State Texas- - Zip 77064 Industry description(e.g.,Manufacture of motor truck trailers) Total number of Total number of Total number of cases Total number of utility Contracts - deaths cases with days with job transfer or other recordable away from work restriction cases Standard Industrial Classification(SIC),if known(e.g.,SIC 3715) 0 1 0 0 1 0 2 3 (G) (H) (1) (J) !OR North American Industrial Classification(NAICS),if known(e.g.,336212) 2 3 7 I 1 0 Nwnberof Days Employment information Total number of Total number of days of days away from job transfer or restriction Annual average member of employees 60 wnr k Total hours worked by all employees last 7 0 year 110712.85 (K) (L) •Injwy and Iliness Types Sign here Total number of... Knowingly falsifying this document may result In a fine. (M) (1) Injury 1 (4) Poisoning - 0 (2) Skin Disorder 0 (5) Hearing Loss 0 - I certify that 1 have examined this document and that to the best of my knowledge the entries are due,accurate,and (3) Respiratory completa Condition 0 (6)An Other illnesses 0 Jennifer Soliz Project Manager Company executive Title 281-469-2888 3/11/2620 Post this Summary a from February 1 to April 30 of the year following the year covered by the form Phone Date Pub c reporting burden for this calledlon of information ss estimated to average 58 minutes per response_inducing one to renew the irstruction,search and gather the data needed,and complete and revmw the collection of inlmabon.Persons are not requ red b respond tot a codection of infbrmation unless it delays a currently valid OMB carol number If you have any comments about these estimates or any aspects of this data collection,contact US Depa►bnent of Labor,OSHA Office of SteSstits.Room N•3644,200 Constitution Ave,NW,Washlnaton,DC 20210.Do not send the completed forms to this office. _ .. _ _ - .. .. ... _ .- -... --......... ..•. ...., T a.... _ ram. r'r, i•. ._' r '. - ..y,. ;4. _ ..1 - -,,...w.- _ •.,- _ .. +ter, ,.,�*.t ,. - -.. _ ,.ti', _ 'G.-''L:C'.. - __..._ n••+.a.v.w. .. .. .. ..v..a t-a.._-.. _.•T._ .........r.... _.... .,. ,. _Fri. -....!'.in .___ _. _ .... n- .. ,.:r-., -•t--tw.'.Cn.._.. L_ _ C_.C":-. 1 .` "'1-'w1 .... t _ _ _ -_--, .- .. .. .- .-_ _ -.. . ._.,:---''---'---'------ - ::-+.x ^5..,.. _ .rJ,....>.,.:s,-w'�.:>._.rrc c';<'`...-_ .:w. .a;..4:.:w:..t+..,._- -.... .......i+:Krv.-_c x.....�..c...•fis L _' ,t't, _.fi _.....o-rw:.... - :.__r_-.-_.-...a.._4Y.v:...--�..c,......_R.....-i."..-...3T;.w.r.._--.._.1-c..Yr.r-'«.'..i.i1.,ra-..w.I�..u,-._,G.:.t...;-b.esrs=.•-a-..-1-.. ...x.-.3ii...T2n:- .f, -...r._,,..4t ..nae►a..xwx:<s.::fiz'b,. .�...,7..,_a,s,..a.s..s..d.r.t..- a rt,3--ur' .a-t• �3-.1-.K...e ;__- -_-,_y-. -... _.,.- ,. :,. Attention: This form contains Information relating to OSH ASS Form 301 employee health and must be used in a manner that �r •urg.es and Illnesses I ncr.dent Repo rt ,protects the a flatly of employees to the extent I nOccupational Safety and Health Administration possible while the information is being used for U.S.Department of Labor ..._._......_ ._..,..._._...�..r...ae..._<.��.-._,...,.F.t.,�.::a_>.�_. .;::..— -,.. W.....;.e.�.._.._._.w....._.,...�s� .....,,._...,.. .___....�_... r.K ,,�....v,�...;...- .._,.__.... ....,_=,.,a _,= Form approved 0MB no.1218-01 78 Information about the employee Information about the case 1) Full Name Jose Munos 10) Case number from the Log _ 1 (Transfrthe case number from the Log after you record the case This Injury and Illness Incident Report is one of the 2) Street 301 Berman Dr 211 11) Date of injury or illness 11/4/2019 first forms you must fill out when a recordable work- --- related injury or illness has occurred. Together with City Houston State TX Zip 77060 12) Time employee began work 7:oOan AM/PM the Log of Work-Related injunes and illnesses and �---- ------------� � the accompanying Summaiy,these forms help the 3) Date of birth _ 3/22/1978 13) Time of event 5:15 PM AM/PM Ochecic if time cannot be determined employer and OSHA develop a picture of the extent -Pima do not Include any personalty id•ntiliabis tea o to widgettM bvelved in the inaa.nt(•.oM no nam..,phone and severity of work-related incidents. " ff )In fellswbg fields. Within 7 calendar days after you receive 4) Date hired 8/7/2018 94) What was the employee doing just before the Incident occurred? Describe the activity,as well information that a recordable work-related injury or as the tools,equipment or material the employee was using. Be specific. Examples: "climbing a illness has occurred,you must fill out this form or an 5)[JMale ladder white carrying roofing materials";"spraying chlorine from hand sprayer;"daily computer key- equivalent. Some state workers'compensation, Ej Female entry." insurances,or other reports may be acceptable He was moving pipe substitutes. To be considered an equivalent form, Information about the physician or other health care any substitute must contain an the Information professional asked for on this form. *15) What happened?Tell us how the injury occurred.Examples:"When ladder slipped on wet floor, According to Public Law 91-596 and 29 CFR 6) Name of physician or other health care professional worker fell 20 feed';"Worker was sprayed with chlorine when gasket broke during replacement"; 1904,OSHA's recordkeeping rule,you must keep Dr.Luo _ _ "Worker developed soreness in wrist over time." this form on file for 5 years following the year to __ lifted pipe and dropped on his hand crushing tip of finger between other pipe which it pertains If you need additional copies of this form,you 7) If treatment was given away from the worksite,where was it given? may photocopy and use as many as you need. Facility Concentra Medical Center_ __ •fie} Whatwas the injury or illness?Tell us the part of the body thatwas affected and how itwas affected. Examples:"strained back';"chemical bum,hand"; 'carpal tunnel syndrome." Street 6545 Southwest FWY broken finger tip right hand City Houston State TX Zip 77074 8)Was employee treated in an emergency room? Completed by Jennifer Soliz [JYes '1n What object or substance directly harmed the employee? Examples:"concrete floor';"chlorine"; No "radial arm saw."It this question does not apply to the incident,leave it blank. Title Pro ect Nina!er Pipe 9) Was employee hospitalized overnight as an in-patient? Phone 281-469-2888 Date 3/9/2020 []Yes Q No 18) If the employee died,when did death occur?Date of death Public reportng burden for this collection of irfvnnsdfon emanated average 22 minutes per response,including time for reviewing msbuctions,searching eiceibng data sources,gathering and maintaining the data needed,and completing and reviewing the collection of information. Peons are not required to respond to the collection of infotTnalion unless N displays a cement valid OMB control number If you have any comments about this estimate or any other aspects of this data cdNection,including suggests for reducing this burden.contact: US Department of labor.OSHA Office o1 Statistics.Room N-3644,200 Constitution Ave.NW,Washington,DC 20210.Do not send the completed forms to this office. • Note:Because the forms in this recordkeeping package are"fellable/ --- w to Fillth Log writable PDF documents,you can type onto the input form fields and Ho Outethen save your inputs using the free Adobe PDF Reader.In addition, the forms are programmed to auto-calculate as appropriate. The Log of Work-Related Injuries and OSHA's Form 300 1111 Mott.You can type Input Into this form and save I:. Attention:This Forth contains intormadon relating to Illnesses is used to classify work-related Because tee earn k,this racert�k package •Rlabie/+rt+cabte• a„p0yee Fteaeth and must used in a rdtarsrter that Log of Work-Related Ba aocumekin Sot,can type kko�corm erat aK,a lee(O the c«ti must: to fire axront Year 20 injuries and illnesses and to note the dz R rroo Adobe t Readier.to addition, possible virile ttto informetion�used for Injuries and Illnesses t�corms apt approprb,e ��„ „�, e1y and health purposes. o......> ..►>.... extent and severity of each case.When an t.1....wow* 11ewmndesr r•.........wu.r*R.rasaue incident occurs,use the Log to record ••> e about m v worMosiolodo..&and.00utstory worS-reiefod ivory cr Mess Vol involve.ion d •Compiefe emk,wy tend Mess incidentr rt(OSHAFe,sxr)a.t,koieni consciousness.rt,tnct d,cork ecskity a lob rtnahr.Oafs away tram work,or r..dced staar.ertt d.fordint old dorm(breach or waness rscornee on r.Maim N you'll nos sure w ether i rrwt.�..r.,....X)7 companyspecific details about what happened and a ... i as and Mass. r Q ph ysician. acaa.dl».u,c.r.piotosslonel. use f,ecesabi..call your Ocii OSHA elate tor ft*. •Wore-resoled!Wren end Maasaa ON met any of the specKr Hoarding chi t Woe in 2t CFR tart 1904.1 •Foil free e we two Mae Pot aOng"can if you wed 10. how it happened. twougtt 190e.12. •COMA*Uu s Mgfar Bach em& °4.�n tti+'heir sr..,1�� If your company has more than one N) (e) (C) tW (E) r) It.mu no.old.. establishment or site,you must keep F.�,�.�•.. J.btitk p,te efteb..Y Wbe.e t,wnesteeterred Uneeibeab,oreieee..p,n bed greelrwwwwrw. •�+r•a•� ie.,.U.J., es-es.of tc w t.fa.,disci i, h twill elIccM Nh e.sail ebleeWleear tbet f Won. s Wire.er..re per Ut tr R_ separate records for each physical location tu, .kenwa.rrytAr�.,...ew..ho.. a'"""''""�'a .� r`r that is expected to remain in operation for t>� = "°"' °'"'"""` ` !is >f i1!' 1Gi OR (n th (xi to I a II I I Za one year or longer (u (I (31 (.) (5) (a If you need additional copies of the , Alm kIkon Weider _ __ icarmrs. learn,left anti awl kJ?lei,fell front ladder 0 O 0 0 't 15in, 000000 Log you may photocopy the printout or b 2 sha,x,.i/rmnder Fa rtdn,nett, pourtnp deck porno„l,rgfrom leadfnnes 0 0 ® 0 -"r' _�0 000000 Insert additional form pages in the PDF " "` Z S,T,,,Sander ElertrtrMn ,4 'md floor storeroom„ brains lei,fell over ben 0 ® 0 0 v'••r+ 0001000 and then use as many as you need. The Summary a separate form a Mph Boccrlla Laborer 9 I!7 dges packaging neservr Met strwin lions a bar _ 0 ® •*w• °ar, 000•O 0 o shows the work-related injury and illness t Jtm,odooruuels .,lachineopr lei=J p,oelsrrttar floor Sari tre left •, totals for the year in each category.At the —, 0 0 0 0 _�• • 00000 end of the year,count the number of """1!e" .t : — -- O 0 0 O _.,. •0•,000 .p b incidents in each category and transfer they totals from the Log to the Summary.•Then ` •_ • -. °. o•0000 0 post the Summary in a visible location so ,1 ••0 0 b that your employees arc aware of injuries and illnesses occurring in their workplace. Be as specific as possible.You can Choose ONLY ONE of these E '' use two lines If you need more categories.Classify the case by Note whet r the '!i r You don't post the Log.You post room, recording the most case Involves an RI o only the Summary at the end of the year. serious outcome of the case, injury or an illness. Q 72 Revise the log if the injury or Illness with column O(Death) being CD o progresses and the outcome is more serious the most serious and column C) .ro than you originally recorded for the case. J(Other recordable cases) 4 Cross out. erase,or white-out the original being the least serious. Qentry if hard copy.(II using the PDF's tillable form O feature,simply change your selections.You can also clear the entire case entry from the log using ,µ ,„ the Reset button.) 'y1 OSHA's Form 30NN (Rev 0412004) Note:You can type input into this form and save it. Year 20 l' `i ); Because the forms in this recordkeeping package are'filiable/writable" 20 �: ':'= PDF documents you can type into the input form fields and U.S.Department of Labor Summary of Work-Related Injuries and Illnesses then save your inputs using the free Adobe PDF Reader Occupational Safoty and Health Administration Form approved OMi3 no.1218-0176 All establishments covered by Part 1904 must complete this Summary page,even if no work-related injuries or illnesses occurred dunng 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 entnes 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 nght 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 ostabiishmont cams Cruz Tec, Inc. these forms. Street 12210 Ann Lane Number of Cases City Houston State TX zip 77064 Total number of Total number of Total number of cases Total number of deaths cases with days with rob transfer or other recordable Industry description(e.g,Manufacture of motor truck trailers) away from work restriction cases 0 0 0 0 Utility Construction North American lndustnal Classification(NAICS),if known(e g,336212) 2 3 7 1 1 0 Number of Days Employment information(If you don't have these figures see the Total number of days Total number of days of Workslieet on the next page to estimate away from work lob transfer or restriction Annual average number of employees 50 O 0 v y,- Total hours worked by all employees last year 64,479.00 (K) .. 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 O (4) Poisonings 0 (2)Skin disorders 0 15'' i!caring loss 0 Company executive Title Phone 281-469-2888 Date 2/02/2021 (3)Respiratory conditions 0 (61 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 overage 58 minutes per response,including time to review the instructions,search and gather the data needed,and complete and review the coilceuun of information.Persons arc not required to respond to the collection of information unless it displays a currently valid OMI3 control number.If you have any comments about these estimates or any other aspects of this data collection,contact:US Department of Labor.OSi IA Oilier of Statistical Analysts,Room N-3644 200 I onstitutson Avenue NW, 1Vashington,DC 20210 Do riot send the completed forms to this office. OSHA's Form 301 (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 fi-lable.wntable employee health and must be used in a manner that Injury and' IIIness PDF documents,you can type into the Input form fields and i i li f m I he extent protects the confdent a ty o e p oyees to tthen save your inputs using the free Adobe PDF Reader ,n addition. possible while the information is being used for U.S. Department of Labor Inc1 d e n tReport-- the forms are programmed to auto-calculate as appropriate occupational safety and health purposes. Occupational Safety and Health Administration Form approved OMil no.121 S-0176 Information about the employee Information about the case '1 his Injury and Illness Incident Report is one of the first forms you must fill out when a recordable 10,1 Case number from the Log (Transfer the case number from the Log after you record the ease) 0 hull name work-related injury or illness has occurred.Together 11)Date of injury or illness with the Log of Work-Related injuries and Illnesses 2) Street Month Day Year and the accompanying Summary, these forms help 12)'Time employee began work(Hit MMi 0 AM 0 PM the employer and OSI-IA develop a picture of the City State ZIP ..- 13)Time of event(tut MM O AM 0 PM 0 Check if time cannot be determined extent and severity of work-related incidents. 3)Date of birth * Within 7 calendar days after you receiveRe fields 14 to 17:Please do not include any personally identifiable information(Ptl)pertaining to information that a recordable work-related injury or Year worker(s)involved in the incident(e.g.,no names,phone numbers,or Social Security numbers). illness has occurred,you must fill out this form or an 4) Date hired w HI 14)*What was the employee doing Just before the incident occurred?Describe the activity,as well as the tools,equipment,or material the employee was using Be specific Examples:"climbing a ladder while equivalent.Some state workers'compensation, Month Day Year carrying roofing materials","spraying chlorine from hand sprayer","daily computer kcy-entry" insurance,or other reports may be acceptable 5)QMtale °Female substitutes.To be considered an equivalent form,an} Information about the physician or other health care substitute must contain all the information asked for professional on this form. Name of physician or other health care professional 15).What Happened?Tell us how the injury occurred.Examples "When ladder slipped on wet floor,worker fell According to Public Law 91-596 and 29 CFR20 feet", Worker was sprayed with chlorine when basket broke during replacement""Worker Worker developed 1904,OSl'lA's recordkeeping rule,you must keep soreness in wrist over lime this form on file for 5 years following the year to which it pertains. 1f treatment was given away from the worksite,where was it given? If you need additional copies ofthis form,you may photocopytheprintout or insert additional form Facility pages in the PDF,and then use as many as you need. 16)*What was the injury or illness?Tell us the pail of the body that was affected and how it was affected Enantples "strained back","chemical burn,hand","carpal tunnel syndrome" Street ' City State 'ZIP 17).What object or substance directly harmed the employee?Examples "concrete floor","chlorine", tl) 1Vas employee treated in an emergency room? "radial arm saw"if this question does not apply to the incident,leave it blank. Completed by Jennifer Soliz o Yes o \tt 'Idle Director 9)Was employee hospitalized overnight us an in-patient? 1 g) if the employee died,when did death occur? Date of death Phone 2814692999 Date 02/02/2021 0 Yes Month Day Year Month Day Year 0 No Add a Form Page Reset P iyila repontnx burden for this col:eclair of information cranatc:t to at rrac 22 rst.emates Tv,rcipvmc.,totPadomft lane`4 revivo,nr in.trLct,otia,'_arching existing data ources,gathering and maintaining the data needed.and completing and reviewing the collection of information.Persons are not required to respond to the collection of information unless it displays a Lune.,21r3 OMB cnntrol norlxr ft V.have any znmmen,about itit3 c`imate or anv tuner,pest.of dins data collection,meludin,sit estion for reducing this burden,eonuet US Department of tabor,OSI M office of Statistical Analysis,Room N-3644,200 Constitution Avenue,NW,Wastungton,DC 20210.Do not send the completer)forms to this office. 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 � t M AGREEMENT made as of the (V ttIeA'l'j da of ane/ in the ear 20 .yy BETWEEN the Owner: City of Round Rock,Texas(hereafter"Owner"or"City") 221 East Main Street Round Rock,Texas 78664 and the Contractor Cruz Tec,Inc. ("Contractor") 12210 Ann Lane,Houston,Texas 77064 (281)469-2888 The Project is described as: SOUTH INTERCEPTOR MANHOLE REHABILITATION The Engineer is: CAS Consulting& Services Inc Jesse Penn,PE 7908 Cameron Road,Austin,Texas 78754 (512)836-2388 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 4-2020 Page 1 of 5 Standard Form of Agreement 00443647 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 one hundred sixty ( 160 )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 five hundred and No/100 Dollars($500.00 )for each calendar day that Substantial Completion is delayed after the date(s) specified for Substantial Completion. It is hereby agreed that the liquidated damages to which Owner is entitled hereunder are a reasonable forecast of just compensation for the harm that would be caused by Contractor's failure to achieve Substantial Completion of the Work(or any portion thereof)on or before the date(s)specified for Substantial Completion in the Agreement and is not a penalty. It is agreed that the harm that would be caused by such failure, which includes loss of expected use of the Project areas,provision of alternative storage facilities and rescheduling of moving and occupancy dates,is one that is incapable or very difficult of accurate estimation.It is hereby agreed that if Substantial Completion of the Work(or any portion thereof)is not achieved on or before thirty(30)days after the date(s) specified for Substantial Completion in the Agreement, the Owner shall have the option to either collect liquidated damages as set forth herein or to thereafter rely on its remedies under the Contract Documents and at law and in equity, including without limitation, the recovery of actual damages. The date(s) specified for Substantial Completion of the Work(or any portion thereof)in the Agreement shall be subject to adjustment as provided in the Contract Documents. 3.6 Contractor shall achieve Final Completion of the entire Work no later than one hundred 19O (190 )calendar days from issuance by Owner of Notice to Proceed. ARTICLE 4 CONTRACT SUM 4.1 Owner shall pay Contractor the Contract Sum in current funds for Contractor's full and complete performance of the Work and all of Contractor's obligations under this Agreement. The Contract Sum shall be seven hundred eighty four thousand five hundred twenty seven dollars and no cents. ($ 784,527.00 ),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 .Ifyes,please provide details below: n/a 00500 4-2020 Page 2 of 5 Standard Form of Agreement 00443647 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 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 (loth)day of a month, Owner shall make payment to Contractor of amounts approved by the Owner 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.The Owner shall not have any obligation to pay any amount covered by the Engineer's Certificate for Payment that is disputed by the Owner. 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 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 and approved by the Owner. 5.2.2 Owner's final payment to Contractor shall be made no later than thirty (30) days after the issuance of Engineer's final Certificate for Payment. In no event shall final 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 final 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 General Conditions. 00500 4-2020 Page 3 of 5 Standard Form of Agreement 00443647 6.2 The Work may be suspended by Owner as provided in Article 15 of the 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 February 2021 7.1.4 The Specifications are those contained in the Project Manual dated February 2021 7.1.5 The Drawings,if any,are those contained in the Project Manual dated February 2021 7.1.6 The Insurance&Construction Bond Forms of the Contract are those contained in the Project Manual dated February 2021 7.1.7 The Notice to Bidders,Instructions to Bidders,Bid Form,and Addenda,if any,are those contained in the Project Manual dated February 2021 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: O1OOOAttachmentA 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: City of Round Rock Juan Martinez,Engineer-Associate 3400 Sunrise Road,Round Rock,Texas 78665 (512)341-3332 8.3 Contractor's representative is: Cruz Tee,Inc. Eric Dupre' 12210 Ann Lane,Houston,Texas 77064 (281)840-0920 8.4 Neither Owner's nor Contractor's representative shall be changed without ten(10)days'written notice to the other party. 00500 4-2020 Page 4 of 5 Standard Form of Agreement 00443647 8.5 Waiver of any breach of this Agreement shall not constitute waiver of any subsequent breach. 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 two(2) original copies,of which one is to be delivered to Owner. OWNER CONTRACTOR CITY OF 'OUN 'OCK,T. XAS Cruz - Inc. /411 tvl' _ Jenni -r Soliz Printed Name. A i t/ i/ , Printed am:: TitleMAy(112Title: C irpor. e Secre Date Signed: 01 itpq Date Signed: �" g i� ATTEST: gittiL City Clerk FOR C! Y APPROVED • TO FORM: /r r, 44111.14 1 City A rney 00500 4-2020 Page 5 of 5 Standard Form of Agreement 00443647 CONSOLIDATED MINUTES OF THE STOCKHOLDERS AND DIRECTORS CRUZ TEC,INC. The annual meeting of the Shareholders and Directors of CRUZ TEC, INC. (the "Corporation") was held at the law offices of Levin & Atwood, L.L.P., 20501 Katy Freeway,Suite 217,Katy,Texas 77450 on Monday,May 22,2017. The meeting was called to order by Andres Cruz,the President and Director of the Corporation. Jennifer Soliz, Secretary for the Corporation was present and acted as Secretary for the meeting. The Secretary stated that the meeting had been called pursuant to a waiver of notice fried with the minutes of the meeting, The Secretary read the roll of Shareholders from the stock transfer ledger. The following Shareholder was present: Andres Cruz 1500 Shares In Person The Chairman stated that the total number of shares outstanding were represented and that the meeting was completed and ready to transact any business before it. No proxies were filed. The President gave a general report of the Corporation and its finances. The Secretary reported that there were no changes of Shareholders in the past year. The President then stated that the election of the Director of the Corporation was now in order. The following was nominated as the Director: Andres Quz All Shareholders present having voted,the President announced that the aforesaid person had been unanimously erected as the Director to serve until his successors are elected and shall qualify„ The said elected Director accepted the responsibilities of office iinmediate1y. The following were nominated and a vote having been taken, were unanimously elected to offices set after their respective names to serve in such office until their successors are chosen and qualify: President: Andres Cruz Vice President; Andres Cruz Secretary: Jennifer Soliz Assistant Secretary: Stuart Ian Levin/John H.Atwood Treasurer: Andres Cruz The following additional actions were taken at the meeting: RESOLVED, that the Director and Shareholder of the Corporation affirm and ra1i1r that Andres Cruz and Jennifer Soliz are authorized to execute contracts on behalf of the Corporation. All prioracts,deeds, and things done or committed by or in the name of the Corporation during the past year were ratified, approved, and affirmed by the Director and Shareholder. There being no further business before the meeting, on motion duly made and seconded and unanimously carried,the meeting was adjourned. Dated:May 22,2017 .411C1 . J � iz, 'ecretar i:I the under "� -I Shareholder, Director or assignees thereof, have read these minutes , d do reby . .prove, ratify, and affirm all business transacted as reported hereinabove. / Itaill.- f/ . ,,,....>ad es Cr,z,Mc•ato2/S'hat e$old6t• We, the ndersigned, being all the Director and Shareholder of the Corporation, hereby agree a d consent to the foregoing Meeting of the Corporation held on the time, date,and place as recited above, and do hereby waive any and all notice of such meeting and of any adj i uriuments thereof. We do further consent and agree that any and all lawful business may be trans gied at such meeting or at any adjournments)thereof as may be deemed advisable by e Shareholder or Director present thereat, that the same shall be valid, legal, and bins ng, and that the same shall have Force and effect as if such meeting were duly called aft-r proper notice. if _I, An: -s irector/Shareho1der Date: Ma, !2017 00600 INSURANCE AND CONSTRUCTION BOND FORMS BONDS AND INSURANCE INSTRUCTIONS Instruction Sheet 1. Insurance Company must be licensed by State of Texas. 2. Agent signing bonds must be licensed in Texas. 3. Agent signing bonds must have Power of Attorney on behalf of insurance company. 4. If Agent signing bonds has Power of Attorney, but not licensed in Texas, then the bond must be counter-signed by Texas local recording agent. ALL THE ABOVE INFORMATION CAN BE FOUND AT Texas Department of Insurance website—www.tdi.state.tx.us 5. Make sure the dollar amount on both Performance and Payment Bonds match the amount of the Agreement& Bid Form Sheet. 6. Both Performance and Payment Bonds should be signed by Authorized Person. If the contractor is a corporation, then it should be signed by the President or the Vice-President. If the contractor is not incorporated, then it may be signed by the Owner. Please state the title of the authorized person. CERTIFICATE OF LIABILITY INSURANCE Instruction Sheet 1. CERTIFICATE OF LIABILITY INSURANCE FORM The City of Round Rock's Certificate of Liability Insurance form provided herein or a standard ACORD form. 2. PRODUCER and INSURED -Please list name, address,phone number and e-mail. 3. COMPANIES AFFORDING COVERAGE — TDI number required. The TDI number can be obtained from the Texas Dept of Insurance Website: http://www.tdi.state.tx.us/.—Company Lookup. Note: Exception to this rule. In certain instances where there is unusual risks involved,Surplus Lines Insurance Carriers can be used. Below are the guidelines: a. Insurance Company does not have to be"licensed in Texas",but they do have to be"eligible for a Texas license." Please verify with the Texas Dept of Insurance Website: http://www.tdi.state.tx.us/.—Company Lookup b. Policy has to be written by licensed surplus lines Agent. Also verify with the Texas Dept of Insurance Website: http://www.tdi.state.tx.us/-Agent Lookup 4. TYPES OF INSURANCE COVERAGE— CONSTRUCTION CONTRACT: Please double check the General Conditions and the Supplemental General Conditions for the types and amounts of insurance required. The Supplemental General Conditions usually state the following: a. Business Automobile Liability Insurance b. Workers' Compensation and Employers' Liability Insurance c. Commercial General Liability Insurance d. Builders' Risk Insurance— (Generally required for all "vertical" construction. Check with Project Manager for requirements.) FOR ALL OTHER CONTRACTS, PLEASE REFER TO THE INSURANCE SECTION FOR TYPE OF INSURANCE REQUIRED. (For example Engineering Service Contracts usually require"professional liability insurance".) 5. EFFECTIVE DATE & EXPIRATION DATE Please make sure dates are current. 6. City of Round Rock must be listed on the Certificate of Insurance as an additional insured (except Workers Compensation and Builders Risk). 7. Certificate must indicate that the insurance Company must give the City of Round Rock notice of any changes, cancellation, etc. at least thirty (30) days prior to date of change. 8. Make sure Certificate is signed by an Agent Licensed in the State of Texas, this can also be found on the Texas Department of Insurance website—www.tdi.state.tx.us—Agent Lookup. Bond No.26478215 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF WILLIAMSON § That Cruz Tec, Inc. , of the City of Houston County of Harris , and State of Texas , as Principal, and Continental 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 seven hundred eighty four thousand five hundred twenty seven dollar and no cents Dollars ($ 784,527.00 ) 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 day of OW, , 20 21 to which the 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: SOUTH INTERCEPTOR MANHOLE REHABILITATION 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 4-2020 Performance Bond 00443639 PERFORMANCE 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 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. If Principal fails to faithfully perform said Agreement, Surety, after receipt of written notice of Principal's default, shall perform all of Principal's duties and obligations under the Agreement. If, within ten (10) days after receipt of such notice from Owner, Surety does not commence to complete the obligations of Principal with a contractor acceptable to Owner and diligently complete the performance of the Principal's duties and obligations, Owner shall have the right but not the obligation to have the duties and obligations of Principal performed. In such event, Surety shall pay to Owner, upon demand, all costs, expenses and damages sustained by Owner as a result of Principal's failure to perform its duties and obligations under the Agreement up to the 100% sum of this Performance Bond, plus all costs and expenses, including attorney's fees and expert and consultant fees incurred by Owner to enforce its rights under this Performance Bond. IN WITNESS WHEREOF, the,said Principal andsurety have signed and sealed this instrument this ICP1 day of 20 21 Cruz Tec, Inc. Continental Casualty Company Pr: cipal Surety Yjnfl b Chery1 � DUR. Colson Printed me Print:d Name B y - :'_ Title: Title: A ttorney-in- act Address- 1221d Address: 5151 San Felipe, Ste. 1200 Hous in, TX 77064 Houston, TX 77056 Resident Agent of Surety: Signature Scott D. Chapman Printed Name 7600-C N. Capital of Texas Highway, Street Address Austin, TX 78731 City, State &Zip Code Page 2 00610 4-2020 Performance Bond 00443639 PAYMENT BOND Bond No.26478215 THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That Cruz Tec, Inc. , of the City of Houston County of Harris , and State of Texas , as Principal, and Continental 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), 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 seven hundred eighty four thousand five hundred twenty seven dollar and no cents Dollars($ 784,527.00 ) 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 has entered into a certain written Agreement with the Owner, dated the day of c314 , 20 21 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: SOUTH INTERCEPTOR MANHOLE REHABILITATION 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 04-2020 Payment Bond 00437699 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 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 contract, or to the work to be performed thereunder. IN WITNESS WHEREOF the said Principal and Surety have signed and sealed this Instrument this tiTh day f o 20 21 Cruz Tec, Inc. Continental Casualty Company Pri al Surety UM. Cheryl R. Colson Printed Na re Printed Name 1 By. l,► By: Ti e: Title: Attorney-in-Fat Address: 1 2110 L. •- Address: 5151 San Felipe, Ste. 1200 fikou on, TX 77064 Houston, TX 77056 Resident Agent of Surety: h,- Signature Scott D.Chapman Printed Name 7600-C N. Capital of Texas Highway, Street Address Austin, TX 78731 City, State & Zip Code Page 2 00620 1-2020 Payment Bond 00090656 POWER OF ATTORNEY APPOINTING INDIVIDUAL AT'TOItNEY-IN-FACT Know All Men By'These Presents,That Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company(herein called "the CNA Companies"),are duly organized and existing insurance companies having their principal offices in the City of Chicago,and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint Cheryl R Colson,Indivil wally of The Woodlands,TX,their true and lawful Attorneys)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds,undertakings and other obligatory instruments of similar nature Ir►Unlimite. A o :ou i ts and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney,pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the :'y-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the hoards of Directors of the insurance companies. In Witness Whereof,the CNA Companies have caused these presents to he signed by their Vice President and their corporate seals to he hereto affixed on this 13th day of April,2021. cilkuii' _ � _4 � -__,-ainue Continental Casualty Company Ao,� ,- `�. �,, �`,r).„, . �'.�,. ._� � � �_4��� ,�� National Fire Insuianct.Company of Hartford ,cz� � � � t '0 " 'l ' z aAmerican Ca,:,: It Company of Re;dingy, Pennsylvania fa a ''- f. 4, z yi. v 9' 416,41 I. ', s. JULY 31, ,',1 , 0 Z 0 t : , , .Iti. k' ' . 19112 4,:' ' .qz 1PPr , SEAL ,c( I,' .. .N. , , 'At , ,,_,., ,, :,,, ' /J , , ,01:-, ',.cle ce, 4 , ,•4 _., ,,,, Jr ----------- 4°,,,' , ., , ,- / s's---_:1891 ,.---' ' #.AR1 T . Paul T. truflat ice President State of South Dakota,County of Minnehaha.ss: On this 13th day of April,2021,before me personally came Paul T. Bruflatto me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is a Vice President of Continental Casualty Company,an Illinois insurance company, National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania.a Pennsylvania insurance company described in and which executed the above instillment;that he knows the seals of said insurance companies;that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the I oards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority,and acknowledges same to he the act and deed of said insurance companies. 05555555"55555555555-,0 .1: MBENT f l'A'T') SE NOTARY PUBLIC � f SOUTH DAKOTA r ,-y 055w,55y555y,,,5ys5yy55+ 4/‘ ', y Commission Expires March 2, 2026 M. t ent rotary Public CE'4'I'IFIC k.TE I,D.Johnson,Assistant Secretary of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford, an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company do hereby certify that the Power-of Attorney Herein above set forth is still in force,and further certify that the By-Law and resolution of the Board of Directors of the insurance companies printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this day of ,2021. �cAstm,__► �. "04SuR4 awr,.,..__,o�,�`���. Continental Casualty Company 'c�- . � ��`�` ���' ���" � ����� National Fire Insurance Companyof�-Iartford � GoPoRArt 0 ifil-- c ' � �,_ Q � -.- lig, � otoRPoRot� X , American Casualty Company of Reading, Pennsylvania o a= � X. g, � JUIY 31, �? - __:- - - c., SEAL a� � 1992 - � -- OA ciiP -Ai- - -44,' • ' - ' - '-- _ iagi , - . HARI T (''''" D.Johnson Assistant Secretary , „ Form F685 4/2012 `-- -- - . .,_ Go to www.cnasurety.com >Owner/Obligee Services>'.-alidate fond Coverage,if you want to verify bond authenticity. Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T.Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved:that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T.Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National Fire Insurance Company of Hartford. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers')to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved:that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T.Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading,Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25dI day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved:that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." Figure: 28 TAC§1.601(a)(3) 1 IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener information o para someter una queja: 2 You may contact Continental Casualty Company, Puede comunicarse con Continental Casualty National Fire Insurance Company of Hartford, Company, National Fire Insurance Company de American Casualty Company of Reading, PA and Hartford,American Casualty Company de Reading, PA Continental Insurance Company at 312-822-5000. y Continental Insurance Company al 312-822-5000. 3 You may call Continental Casualty Company, Usted puede Ilamar al numero de telefono gratis de National Fire Insurance Company of Hartford, Continental Casualty Company, National Fire American Casualty Company of Reading, PA and Insurance Company de Hartford, American Casualty Continental Insurance Company's toll-free telephone Company de Reading, PA y Continental Insurance number for information or to make a complaint at: Company's para information o para someter una queja al: 1-877-672-6115 1-877-672-6115 4 You may also write to Continental Casualty Usted tambien puede escribir a Continental Casualty Company, National Fire Insurance Company of Company, National Fire Insurance Company de Hartford,American Casualty Company of Reading, Hartford, American Casualty Company de Reading, PA and Continental Insurance Company at: PA y Continental Insurance Company: CNA Surety CNA Surety 333 South Wabash 333 South Wabash Chicago, IL 60604 Chicago, IL 60604 5 You may contact the Texas Department of Puede comunicarse con el Departamento de Seguros Insurance to obtain information on companies, de Texas para obtener information acerca de coverages, rights or complaints at: companias, coberturas, derechos o quejas al: 1-800-252-3439 1-800-252-3439 6 You may write the Texas Department of Puede escribir al Departamento de Seguros de Insurance: Texas: P.O. Box 149104 P.O. Box 149104 Austin, TX 78714-9104 Austin, TX 78714-9104 Fax: (512)490-1007 Fax: (512)490-1007 Web: www.tdi.texas.gov Web: www.tdi.texas.gov E-Mail: ConsumerProtectiontdi.texas.gov E-Mail: ConsumerProtectiontdi.texas.gov 7 PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your Si tiene una disputa concerniente a su prima o a premium or about a claim you should contact un reclamo, debe comunicarse con el Continental Continental Casualty Company, National Fire Casualty Company, National Fire Insurance Insurance Company of Hartford,American Casualty Company de Hartford, American Casualty Company Company of Reading, PA and Continental Insurance de Reading, PA y Continental Insurance Company Company first. If the dispute is not resolved, you primero. Si no se resuelve la disputa, puede may contact the Texas Department of Insurance. entonces comunicarse con el departamento (TDI). 8 ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es This notice is for information only and does not solo para proposito de information y no se become a part or condition of the attached convierte en parte o condition del documento document. adjunto. Form F8277-6-2015 --''''' , ARD0 CERTIFICATE OF LIABILITY INSURANCE nay(a��omrrr) 5/18/2021 , , 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 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 •OoktACT e Sheila Turner Brown&Brown Lone Star Insurance Services Inc PHONE FAX 1717 N. Sam Houston Parkway#115 cNo,Ext):2812602000 (AICNo):28126O3O65 Houston TX 77038 ADDRESS: INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Texas Mutual Insurance Company 22945 INSURED A&ACA-2 INSURER s:Continental Casualty Company 20443 A&A Cable Contractors, Inc., Cruz Tec Inc.ATEG Enterprises, Inc. pINSURER c:Continental Insurance Co 35289 12210 Ann Lane INSURER D:Columbia Casualty Company 31127 Shop: 12506 Ann Lane INSURER E Houston TX 77064 INSURER F COVERAGES CERTIFICATE NUMBER:1604119400 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. 1NSR AFL SUER POLICY EFF POLICY EXP V�� LTR TYPE OF INSURANCE PM yryR. POLICY NUMBER (MMIDDIYYYY1 (MMIDDIYYYY1 6 X COMMERCIAL GENERAL LIABILITY Y Y 6081375331 8!2/2020 812/2021 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Ea occurrence) ,$300.000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X pi: Loc PRODUCTS-COMP/OP AGG $2,000,000 AUTOMOBILEOTHER: C LIABILITY Y Y 6081375345 8/2/2020 BP2/2021 �COMBINED SINGLE LIMIT $ (Ea accident) 1,WO.WO X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS qNON-OWNED (Per PROPERTY DAMAGE _ acadeM $ • C X UMBRELLA LIAR X OCCUR Y Y 6081375362 8/2/2020 8/2/2021 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$10.0N $ A WORKERS COMPENSATION Y ,0002035084 8/2/2020 822021 1 X PER TUTE OTH- ER EMPLOYERS'UABIUTY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE N�A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under E.L.DISEASE-POLICY LIMIT � $1,000,000 DESCRIPTION OF OPERATIONS below D Pollution Liability CE06081567123 8l2P1020 8/2/2021 AggfEach Incident 2000000 D Professional Liability CE06081567123 8/2/2020 812PI021 AgglEach Incident 1000000/1000000 B Leased/Rented Equipment 6081461240 8I2f2020 8/22021 Per Item 450,000 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached B more space Is required) GENERAL LIABILITY:The policy indudes a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status.The policy indudes a blanket waiver of subrogation endorsement that waives the underwriters rights of subrogation to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status.The General Liability includes a Primary/Non-Contributory endorsement when required by written contract. AUTO:The policy indudes a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status.The policy includes a blanket waiver of See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Manager ACCORDANCE WITH THE POLICY PROVISIONS. City of Round Rock 221 E. Main Street AUTHO'r ED REPRESENTATNE Round Rock TX 7 Aff / / - I 0 1988-2074 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID:A&ACA-2 HOC#: /"*".41 ARD ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Brown&Brown Lone Star Insurance Services Inc A&A Cable Contractors,Inc.,Cruz Tec,Inc. ATEG Enterprises,Inc. POLICY NUMBER 12210 Ann Lane Shop:12506 Ann Lane Houston TX 77064 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM iS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE subrogation.endorsement that waives the underwriters rights of subrogation to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. WORKERS'COMPENSATION:The policy includes a blanket waiver of subrogation endorsement that waives the undemriters rights of subrogation to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. re:SOUTH INTERCEPTOR MANHOLE REHABILITATION ACORD 101 (2008/01) 0 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 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 2. PRELIMINARY MATTERS...............................................................................................................................5 5 3. CONTRACT DOCUMENTS: INTENT,AMENDING, REUSE 7..................................... 7 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 8 5. BONDS AND INSURANCE 10 6. CONTRACTOR'S RESPONSIBILITIES 16..................................................... 16 7. OTHER WORK 24 8. OWNER'S RESPONSIBILITIES......................................................................................................................25.......................... 25 9. ENGINEER/ARCHITECT' 26 10. CHANGES IN THE WORK...........................................................................................27........................ 27 11. CHANGE OF CONTRACT AMOU 28 12. CHANGE OFCONTRACTTIMES 31............................................................. 31 13. TESTS AND INSPECTIONS;AND CO OR REMOVAL OF DEFECTIVE WORK 32........................ 32 14. PAYMENTS TO CONTRACTOR AND COMPLETION...................................................................................35................................................................................ 35 15. SUSPENSION OF WOR 39 16. DISPUTE RESOLUTION 41 17 RIGHTTOAUDIT 42 42 18. MISCELLANEOUS 43 00700 04-2020 Page 1 General Conditions 00443641 GENERAL CONDITIONS ARTICLE 1 - n EFINITIONS Whenever usd in these General Conditions or in the other Contract Documents,the term printed with initial capital letters or all c a pital 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 Adde da - Written or graphic instruments issued prior to the receipt of Proposals or the opening of Bids that clarify, co rect or change the proposal or bidding requirements or the Contract Documents. 1.2 Agree ent-Prescribed form, referenced as Section 00500. 1.3 Altern=tive Dispute Resolution-The process by which a disputed Claim may be settled if the OWNER and the CONTRAS TOR cannot reach an agreement between themselves, as an alternative to litigation. 1.4 Bid - roposal of bidder on prescribed forms setting forth prices for performing the Work described in the Contract Doc ments. 1.5 Bid Documents-The advertisement or invitation for bids, instructions to bidders,the bid form,the Contract Documents a d Addenda. 1.6 Calen•ar Day-Any day of the week; no days being excepted. Work on Saturdays, Sundays, and/or Legal Holidays shallonly be conducted with prior express written consent of the OWNER. 1.7 Cham,e Directive-A written directive to the CONTRACTOR, signed by the OWNER, ordering a change in the Work and Mating a proposed basis for adjustment, if any, in the Contract Amount or Contract Time, or both.A Change Direc ive may be used in the absence of total agreement on the terms of a Change Order. A Change Directive doe- not change the Contract Amount or Contract Time, but is evidence that the parties expect that the change directd or documented by a Change Directive will be incorporated in a subsequently issued Change Order. 1.8 Chan i!e 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 m t•ney, 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 CONTRACTS R for performance of the Work, as evidenced by the Contract Documents. 1.11 Contr ct Amount-The amount payable by the OWNER to the CONTRACTOR for completion of the Work in accordancewith the Contract Documents. 1.12 Contr ct 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 Contr ct Time-The number of days allowed for completion of the Work as defined by the Contract. When any period is eferred to in days, it will be computed to exclude the first and include the last day of such period. A day of twenty our(24) hours measured from midnight to the next midnight will constitute a day. 1.14 CON RACTOR - The individual, firm, corporation, or other business entity with whom the OWNER has entered into t e Contract. 00700 0 -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 Lel al Holiday falls on Saturday, it will be observed on the preceding Friday. If a Legal Holiday falls on Sunday, it will ,•e observed on the following Monday. 1.23.3 If Chri-tmas Eve falls on a Saturday or a Sunday, the preceding Friday is observed as the Christmas Eve holiday. 1.23.4 If Chri-tmas 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 OWN:R—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, agent. or employees to administer design and construction of the Project. 1.27 Owne '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 i tended (or a related purpose) prior to Substantial Completion of all the Work. 1.29 Proje. -The total construction of which the Work to be provided under the Contract Documents may be the whole, or . part, as indicated elsewhere in the Contract Documents. 1.30 Proje.t Manual - That portion of the Contract Documents which may include the following: introductory information; bdding requirements, Contract forms and General and Supplemental General Conditions; General Requirements Specifications; Drawings; Project Safety Manual; and Addenda. 1.31 Propo al—Proposal of Offeror, on prescribed forms setting forth prices for performing the Work described in the Contrac Documents. 1.32 Prooal Documents—The advertisement or invitation for Proposals, Instruction to Offerors, the Proposal form, the Con ract Documents and Addenda. 1.33 Resid-nt Project Representative -The authorized representative of E/A who may be assigned to the site or any part th;reof. 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 Substntial Completion - The stage in the progress of the Work when the Work, or designated portions thereof,may II 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 tie 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 Certificates) 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 Corn encement of Contract Times; Notice to Proceed: The Contract times) 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 CNTRACTOR shall submit the following to Owner's Representative for review and approval no later than the precdnstruction conference: .1 a preliminary progress schedule indicating the times (number of days or dates) for starting and c mpleting the various stages of the Work, including any Milestones specified in the Contract D currents, identifying when all Subcontractors will be utilized, and taking into consideration any li itations 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 a ount of overhead and profit applicable to each item of Work. The preliminary schedule of values s bmitted by the CONTRACTOR should include a reasonable estimation of value of each item included a d shall not contain disproportionate values assigned to any item or items; .4 a etter designating CONTRACTOR's Superintendent; .5 a etter 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 m asures; .7 if=pplicable, a trench safety system plan; .8 if pplicable, a plan illustrating proposed locations of temporary facilities; .9 if:pplicable, a traffic control plan; .10 a' ompleted 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 ork. 2.5 Prec•nstruction Conference: Prior to comm-ncement of Work at the site,a preconstruction conference attended by the CONTRACTOR,Owner's Representativ- and others will be held. 00700 0°-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, EIA, 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 suc standard, specification, manual or code or instructions of any Supplier, the CONTRACTOR shall immediately rport it to Owner's Representative in writing, and the CONTRACTOR shall not proceed with the Work affected there until an amendment or supplement to the Contract Documents has been issued by one of the methods indic:ted in paragraph 3.3.1 or paragraph 3.3.2. The CONTRACTOR shall be liable to the OWNER for failure to repo any such conflict, error, ambiguity or discrepancy of which the CONTRACTOR knew or reasonably should have k own. 3.3 Amen.ing and Supplementing Contract Documents: 3.3.1 The C.ntract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the t rms and conditions thereof in one or more of the following ways: .1 C'ange Order. .2 C ange Directive. 3.3.2 In addition, the requirements of the Contract Documents may be supplemented, and minor variations and deviations in t e Work may be authorized, in one or more of the following ways: .1 Fild Order. .2 R:view of a Shop Drawing or sample. .3 ritten interpretation or clarification. 3.4 Reus. of Documents Prohibited: The CONT A TOR and any Subcontractor or Supplier or other person or organization performing or furnishing any of the W.rk under a direct or indirect contract with the OWNER: (i) shall not have or acquire any title to or ownership rig ts 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- VAILABILITY OF LANDS:SUBSURFACE AND PHYSICAL CONDITIONS:REFERENCE POINTS 4.1 Avail.bility of Lands: The OWNER .hall 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 fo the use of the CONTRACTOR. The OWNER shall identify any encumbrances or restrictions not of general appliction but specifically related to use of lands so furnished with which the CONTRACTOR will have to comply in perf.rming the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained a d 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 adjustmen is in the Contract Times.The CONTRACTOR shall provide for all additional lands and access thereto that may be r:quired for temporary construction facilities or storage of materials and equipment. 4.2 Subs dace and Physical Conditions: 4.2.1 The •ONTRACTOR, hereby covenants that it has examined the site of the proposed Work and is familiar with all of th- 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 t e OWNER in writing of any condition of the site of the proposed Work that would adversely impact 00700 0--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 tht are duly licensed by the State of Texas and authorized to issue bonds or insurance policies for the limits and cov rages required by the Contract Documents. The bonds shall be in a form acceptable to the OWNER and shall be i sued by a surety which complies with the requirements of Chapter 3503, Texas Insurance Code (2005)and w ich 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 s rplus. For bonds exceeding $100,000, the surety must also hold a certificate of authority from the U.S. Secreta of the Treasury or have obtained reinsurance from a reinsures that is authorized as a reinsures in Texas and holds a certificate of authority from the U.S. Secretary of the Treasury. 5.2 Work-rs'Compensation Insurance Coverage: 5.2.1 Defini ions: .1 C rtificate of coverage ("certificate") -A copy of a certificate of insurance, a certificate of authority to s=If-insure issued by the commission, or a coverage agreement showing statutory workers' co mpensation insurance coverage for the person's or entity's employees providing services on the P oject, for the duration of the Project. .2 D ration of the Project - includes the time from the beginning of the Work on the Project until the C•NTRACTOR's/person's Work on the Project has been completed and accepted by the OWNER. .3 P rsons providing services on the Project ("subcontractor" herein) - includes all persons or entities p:iforming all or part of the services the CONTRACTOR has undertaken to perform on the Project, r;gardless of whether that person contracted directly with the CONTRACTOR and regardless of w, ether that person has employees. This includes, by way of illustration and not of limitation, 00700 0 i-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 n tify the OWNER in writing by certified mail or personal delivery within ten (10)days after the person k ew or should have known of any change that materially affects the provision of coverage of any p rson providing services on the Project; and .7 ccpntractually require each person with whom it contracts,to perform as required by paragraphs 5.2.9.1 - 2.9.7, with the certificates of coverage to be provided to the person for whom they are providing srvices. 5.2.10 By s gning this Contract or providing or causing to be provided a certificate of coverage, the CONTRACT R 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 n proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with t e appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Seif-Insuranc 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 ONTRACTOR'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 en (10)days after receipt of notice of breach from the OWNER. 5.3 Cont actor Insurance Requirements: For specific pond requirements and additional insurance requirements, refer to the Supplemental General Conditions. 5.3.1.1 Ge eral 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 i .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 (Sec tion 401). CONTRACTOR shall assure compliance with this Statute by submitting two(2)copies of a st ndard certificate of coverage (e.g. ACCORD form) to Owner's Representative for every person pro iding services on the Project as acceptable proof of coverage. The required Certificate of Insurance mi nt be presented as evidence of coverage for CONTRACTOR. Workers' Compensation Insurance cove rage written by the Texas Workers Compensation Fund is acceptable to OWNER. CONTRACTOR'S polio y shall apply to the State of Texas and include these endorsements in favor of OWNER: a) aiver 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 Pol cy 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. Pro'ide coverages A&B with minimum limits as follows: .1 i 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 Bo ds: 00700 0 -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- ONTRACTOR'S RESPONSIBILITIES 6.1 Supe ision and Superintendence: 6.1.1 The C•NTRACTOR shall supervise, inspect and direct the Work competently and efficiently,devoting such attention ther o and applying such skills and expertise as may be necessary to perform the Work in accordance with the Con I act Documents. Unless otherwise directed by the OWNER in the Contract Documents, the CONTRALTO' shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. he 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 proposd Superintendent to Owner's Representative showing evidence of experience and successful superintenden e and direction of work of a similar scale and complexity. If, in the opinion of Owner's Representativ , the proposed Superintendent does not indicate sufficient experience in line with the Work, he/she will not be all.wed to be the designated Superintendent for the Work. The Superintendent shall not be replaced without Writte Notice to Owner's Representative. If the CONTRACTOR deems it necessary to replace the Superintende t, the CONTRACTOR shall provide the necessary information for approval, as stated above, on the proposed ne 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 Representativ . The CONTRACTOR shall replace the Superintendent upon the OWNER's request in the event the Superintende t is unable to perform to the OWNER's satisfaction. The Superintendent will be the CONTRACTOR's representativ on the Work and shall have the authority to act on behalf of the CONTRACTOR. All communications given to the S perintendent shall be as binding as if given to the CONTRACTOR. Either the CONTRACTOR or the Superintende t shall provide an emergency and home telephone number at which one or the other may be reached if necessary hen work is not in progress. 6.2 Labo , Materials and Equipment: 6.2.1 The •ONTRACTOR agrees to employ only orderly and competent workers, skillful in performance of the type of Work equired under this Contract. The CONTRACTOR, Subcontractors, Sub-subcontractors, and their employees m,:y not use or possess any firearms, alcoholic or other intoxicating beverages, illegal drugs or controlled subtances while on the job or on the OWNER's property, nor may such workers be intoxicated,or under the influence If alcohol or drugs,on the job. If the OWNER or Owner's Representative notifies the CONTRACTOR that any work r is incompetent, disorderly or disobedient, has knowingly or repeatedly violated safety regulations, has possesse. 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 0 n Contract Work without the OWNER's prior written consent. The CONTRACTOR shall at all times maintain goo. discipline and order on or off the site in all matters pertaining to the Project. The CONTRACTOR shall pay wor Hers no less than the wage rates established in Section 00900, and maintain weekly payroll reports as evidence ther:of. 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 P oposed adjustments in the progress schedule that will change the Contract Times or Milestones shall b= submitted in accordance with the requirements of Article 12. Such adjustments may only be made b a Change Order or Time Extension Request in accordance with Article 12. 6.4 Conc rning Subcontractors,Suppliers and Others: 6.4.1 Assig ment: The CONTRACTOR agrees to retain direct control of and give direct attention to the fulfillment of this Contra. . The CONTRACTOR agrees not to,by Power of Attorney or otherwise,assign said Contract without the prior writt ,n consent of the OWNER. 6.4.2 Awar• of Subcontracts for Portions of the Work: The CONTRACTOR shall not employ any Subcontractor, Supplier or ot er person or organization, whether initially or as a substitute, against whom the OWNER may have reasonable o. ection. The CONTRACTOR must provide the OWNER with a list of all Subcontractors, Suppliers, or other perso s 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 OWNE- requires a change without good cause of any Subcontractor, person or organization previously accepted by O NER,the Contract Amount may be increased or decreased by the difference in the cost occasioned by any such c ange, and an appropriate Change Order shall be issued. The CONTRACTOR shall not substitute any Subcontr-ctor, person or organization that has been accepted by the OWNER, unless the substitute has been accepted in w iting by the OWNER. No acceptance by the OWNER of any Subcontractor, Supplier or other person or organizatio 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 bird 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 t• by all Subcontractors and Sub-subcontractors as indicated in other portions of the Contract Documents a d these requirements shall be made a portion of the agreement between the CONTRACTOR and Subcontracto or Supplier. 6.4.4 The 1 ONTRACTOR shall be fully responsible to the OWNER for all acts and omissions of the Subcontracto ',, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or ind rect contract with the CONTRACTOR just as the CONTRACTOR is responsible for the CONTRACTsR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcont actor, Supplier or other person or organization any contractual relationship between the OWNER and any such Sub ontractor, Supplier or other person or organization, nor shall it create any obligation on the part of the OWNER •r E/A to pay or to see to the payment of any amounts due any such Subcontractor, Supplier or other person or org.,nization except as may otherwise be required by laws and regulations. 6.4.5 The ONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontracto -, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indir:ct contract with the CONTRACTOR. The CONTRACTOR shall require all Subcontractors, Suppliers and such oth:r persons and organizations performing or furnishing any of the Work to communicate with Owner's Representativ- through the CONTRACTOR. 6.4.6 Thevisions and sections of the Specifications and the identifications of any Drawings shall not control the CONTRACT R in dividing or delineating the Work to be performed by any specific trade. 6.4.7 The ONTRACTOR shall pay each Subcontractor and Supplier their appropriate share of payments made to the CONTACTOR not later than ten(10)Days after the CONTRACTOR's receipt of payment from the OWNER. 6.5 Pate t Fees and Royalties: 6.5.1 The ONTRACTOR shall be responsible at all times for compliance with applicable patents or copyrights encompassin , in whole or in part, any design, device, material, or process utilized, directly or indirectly, in the performance f the Work or the formulation or presentation of its Bid. 00700 0 -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 attorneys 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 OIVNER is an exempt organization as defined by Chapter 11 of the Property Tax Code of Texas and is thereby exe pt from payment of Sales Tax under Chapter 151, Limited Use Sales, Excise and Use Tax, Texas Tax Code, an Chapter 321, Texas Tax Code. 6.9 Use o Premises: 6.9.1 The C NTRACTOR shall confine construction equipment,the storage of materials and equipment and the operations of orkers to the site and land and areas identified in and permitted by the Contract Documents and other land an 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 CONTRALTO shall assume full responsibility for any damage to any such land or area, or to the owner or occupant ther of or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by ny such owner or occupant because of the performance of the Work, the CONTRACTOR shall promptly settl 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 direct) or indirectly employed by any of them from and against all claims, costs, losses and damages (including cou costs and reasonable attorneys' fees) arising out of or resulting from any claim or action, legal or equitable, bro ght by any such owner or occupant against the OWNER, E/A or any other party indemnified hereunder to t e 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 CONTRA TOR shall maintain in a safe place at the site, or other location acceptable to the OWNER, one(1) record copy o'all Drawings, Specifications,Addenda,Change Orders, Change Directives, Field Orders and written interpretation and clarifications (issued pursuant to paragraph 9.5) in good order and annotated to show all changes mad- 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 o the Work, these record documents, samples and Shop Drawings showing the final "as built' construction o the Project shall be promptly delivered to Owner's Representative. 6.11 Safety a d Protection: 6.11.1 The •ONTRACTOR 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 •- site security and safety plan for approval by the OWNER. By reviewing the plan or making recommendat ons or comments, the OWNER will not assume liability nor will the CONTRACTOR be relieved of liability for da age, injury or loss. The CONTRACTOR shall take all necessary precautions for the safety of and shall provide t e necessary protection to prevent damage, injury or loss to: .1 al persons on the Work site or who may be affected by the Work; .2 al the Work and materials and equipment to be incorporated therein, whether in storage on or off the si e; and 00700 -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 EtA's records, within forty-eight(48) hours of the event. 6.12 Contin uing the Work: The CONTRI4CTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreement with the OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreement , except as the OWNER and the CONTRACTOR may agree in writing. 6.13 CON RACTOR's General Warranty and Guarantee: 6.13.1 The C NTRACTOR warrants and guarantees to the OWNER that all Work will be performed in a good and workmanlike anner in accordance with the Contract Documents and will not be defective. The CONTRACTOR's warranty and uarantee hereunder excludes defects or damage caused by: .1 a«use, modification or improper maintenance or operation by persons other than the CONTRACTOR, S bcontractors or Suppliers; or .2 n t rmal wear and tear under normal usage. 6.13.2 The •ONTRACTOR's obligation to perform and complete the Work in a good and workmanlike manner in accordance wi th the Contract Documents shall be absolute. None of the following will constitute acceptance of Work not in a,cordance with the Contract Documents or a release of the CONTRACTOR'S obligation to perform the Work in a.cordance with the Contract Documents: .1 o b servations by Owner's Representative and/or E/A; .2 rcommendation of any progress or final payment by Owner's Representative; .3 th- issuance of a certificate of Substantial Completion or any payment by the OWNER to the C•NTRACTOR under the Contract Documents; .4 u-e or occupancy of the Work or any part thereof by the OWNER; .5 a y acceptance by the OWNER or any failure to do so; .6 a y review of a Shop Drawing or sample submittal; .7 a y inspection, test or approval by others; or .8 a y 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 o'serve, 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 i unusual obstrtctions or difficulties which may be encountered in prosecution of the Work, shall be sustained and borne by the 9ONTRACTOR at its own cost and expense. 6.17 Notic of Claim: Should the C 4)NTRACTOR suffer injury or damage to person or property because of any error, omission or act of the OWNER o of any of the OWNER's employees or agents or others for whose acts the OWNER is liable,a Claim will be made t'• the other party within thirty (30) calendar days of the event giving rise to such injury or damage. The provision-; of this paragraph 6.17 shall not be construed as a substitute for or a waiver of the provisions of any applicable sta jute of limitations, statute of repose, or any other provision of the Contract Documents. 6.18 Liqui.,ated Damages: At set forth in t e Agreement,paragraph 1.2,the CONTRACTOR or its Surety shall be liable for Liquidated Damages for the CONT" A CTOR'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- (9 THER WORK 7.1 The 1WNER may perform other work related to the Project at the site by the OWNER's own forces, or let other contract. therefor, or have other work performed by utility owners. If the CONTRACTOR believes that delay or additional sost is involved because of such action by the OWNER, the CONTRACTOR may make a Claim as provided in A icle 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 th- OWNER, if the OWNER is performing the additional work with the OWNER's employees) proper and safe acce.s to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the exec tion of such other work and shall properly connect and coordinate the Work with theirs. Unless otherwise pro ided in the Contract Documents, the CONTRACTOR shall do all cutting, fitting and patching of the Work that ma be required to make its several parts come together properly and integrate with such other work. The CONT A TOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only I ut or alter their work with the written consent of Owner's Representative and the other contractors whose work ill be affected. The CONTRACTOR shall promptly remedy damage caused by the CONTRACTOR to completed 0�r partially completed construction or to property of the OWNER or separate contractors. 7.3 If the Droper 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 h rit duties or responsibilities to E/A under the Contract Documents or under anyagreement between of any auto y, 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 lip itations upon authority and responsibility set forth in this paragraph 9.1 shall also apply to E/A's Consultants, 'esident Project Representative and assistants. 9.2 E/A a- Owner's Representative: 9.2.1 E/A ay 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 necessa in order to observe as an experienced and qualified design professional the progress that has been made and the•uality 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 :ccordance with the Contract Documents. E/A will not be required to make exhaustive or continuous on-site inspec ions to check the quality or quantity of the Work. E/A's efforts will be directed toward providing for the OWNER - greater degree of confidence that the completed Work will conform to the Contract Documents. On the basis of s ch visits and on-site observations, E/A will keep the OWNER informed of the progress of the Work and will endevor to guard the OWNER against defective Work. EtA'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, EtA's consultant, agent or employee. 9.5 Clarif cations and Interpretations: E/A may dete mine that written clarifications or interpretations of the requirements of the Contract Documents (in the form of dr:wings 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 R presentative and will be binding on the OWNER and the CONTRACTOR. If the OWNER or the 00700 0'-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 ime being adjusted as necessary. A Change Directive shall be used in the absence of complete and prompt agree lent on the terms of a Change Order. 10.3.2 If the ! hange Directive provides for an adjustment to the Contract Amount, the adjustment shall be based on the methods provided for in paragraph 11.5. 10.3.3 A Cha ge Directive shall be recorded later by preparation and execution of an appropriate Change Order. 10.3.4 Upon eceipt of a Change Directive, CONTRACTOR shall promptly proceed with the change in the Work involved. 10.4 Field •rder: 10.4.1 Owne 's Representative may authorize minor variations in the Work from the requirements of the Contract Documents w ich do not involve an adjustment in the Contract Amount or the Contract Times and are compatible with the desig concept of the completed Project as a functioning whole as indicated by the Contract Documents. These shall b accomplished by written Field Order and shall be binding on the OWNER and on the CONTRACTOR who shall pen 'rm 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 Contra t Times, the CONTRACTOR shall make written request to Owner's Representative for a Change Order. Any rquest by the CONTRACTOR for an adjustment in Contract Amount and/or Contract Times shall be made in writin! prior to beginning the work covered by the Field Order. 10.5 No D-mages for Delay: Except as oth rwise provided in the Contract Documents, the CONTRACTOR shall receive no compensation for delays or hin rances to the Work. If delay is caused by specific orders given by the OWNER to stop Work for reasons for w ich the CONTRACTOR is not responsible, or such delay is not caused by active interference in the Work by OW ER 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 pproval of the OWNER. No such extension of time shall release the CONTRACTOR or surety on its performance and from all the CONTRACTOR's obligations hereunder which shall remain in full force until discharge of t e 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 P ice Work: 11.6.1 Wher; the Contract Documents provide that all or part of the Work is to be unit price Work, initially the Contract Amo nt will be deemed to include for all unit price work an amount equal to the sum of the established unit price for e.:ch separately identified item of unit price work times the estimated quantity of each item as indicated in the Bid. Th 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 Repr;sentative will review with the CONTRACTOR the preliminary determinations on such matters before rendering a wr tten 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 nit price will be deemed to include an amount considered by the CONTRACTOR to be adequate to cover the CO TRACTOR's overhead and profit for each separately identified item. 11.6.4 A Maj r Item is any individual bid item in the Bid that has a total cost equal to or greater than five percent (5%) f 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 WNER or the CONTRACTOR may make a Claim for an adjustment in the Contract Amount in accordance wi h Article 11 if: .1 th actual quantity of any Major Item should become as much as twenty percent (20%) more than or enty 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.E Right t Verify Information: The CONTRACTOR agrees that any designated representative of the OWNER shall have th right to examine the CONTRACTOR's records to verify the accuracy and appropriateness of the pricing data sed 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, n t current or not in compliance with the terms of this Agreement regarding pricing of change orders, then an appro riate contract price reduction will be made. 11.6.7 Pricin Information Requirements: The CONTRACTOR agrees to provide and require all subcontractors to provide a b eakdown of allowable labor and labor burden cost information as outlined herein. This information will be used t evaluate the potential cost of labor and labor burden related to change order work. It is intended that this infor ation represent an accurate estimate of the CONTRACTOR's actual labor and labor burden cost components. his information is not intended to establish fixed billing or change order pricing labor rates. However, at the time chnge 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 Work ng Day and Calendar Day Contracts: 12.1.1 The ontract Times (or Milestones) shall only be changed by Change Order or Time Extension Request duly executec by both the CONTRACTOR and Owner's Representative. Any claim for an adjustment of the Contract Time (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 1 Under a Cale dar Day Contract,the CONTRACTOR may also be granted an extension of time because of unusual inclement wea her that is beyond the normal weather expected for the Williamson and Travis Counties,Texas area. Normal weathr which prevents the CONTRACTOR from performing Work is expected during a Calendar Day Contract, and s not a justification for an extension of time. The following delineates the number of days per month for which, for •urposes of Calendar Day Contracts, expected normal weather will prevent performance of Work: Jnuary 7 days F:bruary 7 days M:rch......................... 7 days Aril......................... 7 days M:y............................... .8days Jne................................................ 6 days J ly................................. .6 days Agust............................ 5 days S:-ptember..................... 7 days Otober.......... 7 days N'vember...................... 7 days D cember....................... 7 days Days per mon ih exceeding the number shown above may be credited as Rain Days if a Claim is made in accordance with paragrap 12.1.1 and meets the following definition: a"Rain Day" is any day in which a weather event occurs at the site an. is sufficient to prevent the CONTRACTOR from performing units of Work critical to maintaining the project sched Ile during the entire day. ARTICLE 13 i 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 ad 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 ONTRACTOR shall give timely notice of readiness of the Work for all required inspections, tests or approvals, an shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.3.2 The WNER shall employ and pay for services of an independent testing laboratory to perform all inspections,t sts or approvals required by the Contract Documents except: .1 for inspections, tests or approvals covered by paragraph 13.3.3 below; .2 four reinspecting or retesting defective Work; and .3 a I 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,withøut 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 use serious risk of loss or damage, the OWNER may have the defective Work corrected or the rejected Workremoved 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)caleidar 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 sit , 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%)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.E Applictions for Payment shall include the following documentation: .1 u'dated progress schedule; .2 m•nthly subcontractor report; and .3 a y other documentation required under the Supplemental General Conditions. 14.2 CON RACTOR's Warranty of Title: The CONT CTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application fo Payment,whether incorporated in the Project or not,will pass to the OWNER not later than the time of payment to he CONTRACTOR free and clear of all liens. 14.3 Revie of Applications for Progress Payment: 14.3.1 Owne '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 Applicatio to the CONTRACTOR indicating Owner's Representative's reasons for refusing to recommend payment. In t e latter case,the CONTRACTOR may make the necessary corrections and resubmit the Application. 14.3.2 Owne 's Representative's recommendation of any payment requested in an Application for Payment will constitute a re•resentation by Owner's Representative, based upon Owner's Representative's on-site observations of the execu ed Work and on Owner's Representative's review of the Application for Payment and the accompanyin. data and schedules,that to the best of Owner's Representative's knowledge, information and belief: .1 th Work has progressed to the point indicated; and .2 th- quality of the Work is in accordance with the Contract Documents (subject to an evaluation of the ork as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tets called for in the Contract Documents, to a final determination of quantities and classifications for u it price Work, and to any other qualifications stated in the recommendation). 14.3.3 By re ommending any such payment, Owner's Representative will not thereby be deemed to have represented t at: .1 in pections have been made to check the quality or the quantity of the Work or that the Work has been p=rformed in accordance with the Contract Documents; .2 e amination has been made to ascertain how or for what purpose the CONTRACTOR has used money p eviously paid on account of the Contract Amount; .3 th CONTRACTOR's construction means, methods, techniques, sequences or procedures have been r iewed; or .4 tht 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 C O NTRACTOR. 14.4 Decisions to Withhold Payment: 14.4.1 The IWNER may withhold or nullify the whole or part of any payment to such extent as may be necessary on account of: .1 •efective Work not remedied; 00700 0 -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 Substntial Completion: 14.7.1 If a C-rtificate of Occupancy is required by public authorities having jurisdiction over the Work, said certificate sha I be issued before the Work or any portion thereof is considered substantially complete. When the CONTRALTO considers that the Work, or a portion thereof which the OWNER agrees to accept separately, is substantially c•mplete,the CONTRACTOR shall notify Owner's Representative and request a determination as to whether the ork or designated portion thereof is substantially complete. If Owner's Representative does not consider the ork substantially complete, Owner's Representative will notify the CONTRACTOR giving reasons therefor. Fail re on the OWNER's part to list a reason does not alter the responsibility of the CONTRACTOR to complete all ork in accordance with the Contract Documents. After satisfactorily completing items identified by Owner's Repr-sentative, 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 Representativ 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 tme within which the CONTRACTOR shall finish the punch list, and shall establish responsibilities of the OWNER -end the CONTRACTOR for security, maintenance, heat, utilities, damage to the Work, warranty and insurance. Filure to include an item on the punch list does not alter the responsibility of the CONTRACTOR to complete all ork in accordance with the Contract Documents. The certificate of Substantial Completion shall be signed by the •WNER and the CONTRACTOR to evidence acceptance of the responsibilities assigned to them in such certificat . 14.7.2 The O NER shall have the right to exclude the CONTRACTOR from the Work after the date of Substantial Completion, b t 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 fo all claims incurred in settlement of terminated contracts with Suppliers, Subcontractors, and others. T e CONTRACTOR agrees to negotiate in good faith with Subcontractors, Suppliers and others to mi igate the OWNER's cost CONTRACTOR shall include in any subcontract or purchase order la guage that provides that if the Agreement is terminated without cause, the Subcontractor and S ppliers will only be paid for work performed or materials and equipment supplied and shall not have a 'y other claims against CONTRACTOR or OWNER; CONTRALTO shall not be paid for any profit or overhead for Work not completed. 15.3 OWN R May Terminate With Cause: 15.3.1 Upon he occurrence of any one or more of the following events: .1 if+. e CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents; .2 if she CONTRACTOR disregards laws or regulations of any public body having jurisdiction; .3 if she CONTRACTOR disregards the authority of Owner's Representative; .4 if she CONTRACTOR makes fraudulent statements; .5 if he CONTRACTOR fails to maintain a work force adequate to accomplish the Work within the C ntract Time; .6 if he CONTRACTOR fails to make adequate progress and endangers successful completion of the Crnntract; or .7 if he CONTRACTOR otherwise violates any provisions of the Contract Documents; The OWNER ay, after giving the CONTRACTOR(and the surety, if any)seven (7)calendar days'Written Notice terminate the ervices 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 :nd 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 CON RACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of th Contract Amount exceeds all claims, costs, losses and damages sustained by the OWNER arising out of or resul ping from completing the Work, such excess will be paid to the CONTRACTOR. If such claims,costs, losses and dmage exceed such unpaid balance, the CONTRACTOR or surety shall pay the difference to the OWNER. 15.3.2 Wher the CONTRACTOR's services have been so terminated by the OWNER, the termination will not affect any rig ts or remedies of the OWNER against the CONTRACTOR and surety then existing or which may thereafter acc ue. Any retention or payment of amounts due the CONTRACTOR by the OWNER will not release the CONTRAS TOR 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 0 -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 for a 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 he procedure described in paragraph 16.2.2 proves unsuccessful or is waived pursuant to its terms, the parties sh II initiate the mediation process. The parties agree to select within thirty(30) calendar days one (1) mediator train d 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 medi tor. Nothing in this agreement prevents the parties from relying on the skills of a person who also is trained in th 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 th 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 uring normal business working hours. The OWNER's representative, or an outside representative engaged by t e OWNER, may perform such audits. The CONTRACTOR shall maintain all records relating to this Agreement fo 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 r;ferred to herein shall include any and all information, materials and data of every kind and character, including with a ut limitation records, books, papers, documents, contracts, schedules,commitments, arrangements, notes, daily d aries, reports, drawings, receipts, vouchers and memoranda, and any and all other agreements, sources of inf'rmation and matters that may, in the OWNER's judgment, have any bearing on or pertain to any matters, right, duties or obligations under or covered by any contract document. Such records shall include(hard copy, as well .:s computer-readable data if it can be made available), written policies and procedures, time sheets, payroll regist;rs, cancelled checks, personnel file data, correspondence, general ledger entries, and any other record in the ONTRACTOR's possession which may have a bearing on matters of interest to the OWNER in connection wi ih the CONTRACTOR's dealings with the OWNER(all of the foregoing are hereinafter referred to as "records"). In :ddition,the CONTRACTOR shall permit interviews of employees as well as agents, representatives, vendors, sub'ontractors and other third parties paid by the CONTRACTOR to the extent necessary to adequately permit evalua pion and verification of the following: a) T e CONTRACTOR's compliance with contract requirements; b) T e 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 trmination. 17.1.2 The C 0 NTRACTOR shall require all payees(examples of payees include subcontractors, insurance agents, material supp iers, etc.) to comply with the provisions of this Article 17 by securing the requirements hereof in a 00700 0 i-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.E 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 Sever bility: If any word, p rase, clause, sentence or provision of the Contract, or the application of same to any person or set of circumstanc-s is for any reason held to be unconstitutional, invalid or unenforceable,that finding shall only effect such word, ph ase, clause, sentence or provision, and such finding shall not effect the remaining portions of this Contract; this •eing 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 Indep-ndent Contractor The Contract hall not be construed as creating an employer/employee relationship,a partnership,or a joint venture. The CONTRA TOR's services shall be those of an independent contractor. The CONTRACTOR agrees and understands t at the Contract does not grant any rights or privileges established for employees of the OWNER. 18.6 Prohi.ition of Gratuities The OWNER ay, by Written Notice to the CONTRACTOR,terminate the Contract without liability if is determined by the OWNE that gratuities were offered or given by the CONTRACTOR or any agent or representative of the CONTRALTO' to any officer or employee of the OWNER with a view toward securing the Contract or securing favorable trea tment with respect to the awarding or amending or the making of any determinations with respect to the performin• of such Contract. In the event the Contract is terminated by the OWNER pursuant to this provision, the OWNER s all be entitled, in addition to any other rights and remedies,to recover or withhold the amount of the cost incurred ty the CONTRACTOR in providing such gratuities. 18.7 Prohi•ition Against Personal Interest in Contracts No officer,em loyee, 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 i plied, of the CONTRACTOR shall render the Contract voidable by the OWNER. End of Gene =I 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(EtA): Add the following: Name(Representative): Jesse Penn,PE Firm: CAS Consulting&Services,Inc. Address: 7908 Cameron Road City, State,Zip: Austin,Texas 78754 Telephone: (512)836-2388 Facsimile: n/a Email: 1.27 Owner's Representative: Add the following: Name: Juan Martinez Title: Engineer-Associate Address: 3400 Sunrise Road City, State, Zip: Round Rock,Texas 78665 Telephone: (512)341-3332 Facsimile: n/a Email: jmartinez@roundrocktexas.gov ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES 6.18 Liquidated Damages Add the following: 1. CONTRACTOR SHALL PAY LIQUIDATED DAMAGES IN THE AMOUNT OF five hundred AND NO/100 DOLLARS $500.00 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 two (2) (original signed) sets. The OWNER will furnish to the CONTRACTOR one (1) copy of conforming Contract Documents and Specifications unless otherwise requested. 01-02 GOVERNING CODES All construction as provided for under the Contract Documents shall be governed by any existing Resolutions, Codes and Ordinances, and any subsequent amendments or revisions thereto as set forth by the OWNER. 01-03 LOCATION The location of work shall be as set forth in the Notice to Bidders and as indicated in the Contract Documents. 01-04 USAGE OF WATER All water used during construction shall be provided by the OWNER and shall be metered. The OWNER 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 OWNER 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 its 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. OO9OO4-2O2O Page 1 Special Conditions 00443643 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. 00900-4-2020 Page 2 Special Conditions 00443643 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/scafles/davisbacon/TX33.dvb?v=0 Construction Types: Heavy and Highway http://www.wdol.gov/wdol/scafiles/davisbacon/TX 1 6.dvb?v=0 Construction Type: Building http://www.wdol.gov/wdol/scafles/davisbacon/TX76.dvb?v=I 02-04 LIMIT OF FINANCIAL RESOURCES The OWNER has a limited amount of financial resources committed to this Project; therefore, it shall be understood by all bidders that the OWNER 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 OWNER 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 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 OWNER, as described in the contract documents and technical specifications. All items of work not specifically paid for in the bid proposal 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 E/A. 00900-4-2020 Page 3 Special Conditions 00443643 02-06 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. 02-07 DEVIATIONS OCCASIONED BY UTILITY STRUCTURES Whenever existing utilities, not indicated on the Drawings, 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 E/A, the E/A 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. 02-08 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 Drawings and such staking shall be satisfactory to the E/A. The CONTRACTOR shall consult with the E/A 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. 00900-4-2020 Page 4 Special Conditions 00443643 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 E/A, 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. 00900-4-2020 Page 5 Special Conditions 00443643 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 E/A. The CONTRACTOR shall,at its 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 01000-4-2020 Technical Specifications 00443645 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 E/A 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 E/A'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 E/A. ITEM 3 EXAMINATION AND REVIEW 3.01 EXAMINATION OF WORK The work covered under this Contract shall be examined and reviewed by the E/A, representatives of all governmental entities which have jurisdiction, and the Owner's Representative. The quality of material and the quality of installation of the improvements shall be to the satisfaction of the E/A. It shall be the CONTRACTOR's responsibility for the construction methods and safety precautions in the undertaking of this Contract. 3.02 NOTIFICATION The E/A and the OWNER must be notified a minimum of 24-hours in advance of beginning construction,testing,or requiring presence of the E/A,Owner's or Owner's Representative. 3.03 CONSTRUCTION STAKING The E/A shall furnish the CONTRACTOR reference points and benchmarks that, in the E/A'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 comers, etc., shall be replaced by the CONTRACTOR at the CONTRACTOR's sole expense. Page 2 01000-4-2020 Technical Specifications 00443645 ITEM 4 PROTECTION AND PRECAUTION 4.01 WORK IN FREEZING WEATHER Portions of the work may continue as directed by the E/A. 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 E/A. 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 E/A, 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 E/A 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 E/A. Where materials or equipment are specified by a trade or brand name, it is not the intention of the OWNER to discriminate against an equal product of another Page 3 01000-4-2020 Technical Specifications 00443645 manufacturer, but rather to set a definite standard of quality for performance, and to 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 E/A. 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 E/A, and the E/A will have the right to require the use of such specifically designated material, article or process. Page 4 01000-4-2020 Technical Specifications 00443645 Attachment A- Technical Specifications Table of Contents South Round Rock Interceptor Manhole Rehabilitation Project Table of Contents Section Number Title STANDARD TECHNICAL SPECIFICATIONS 301 Asphalts, Oils and Emulsions 307 Tack Coat 340 Hot Mix Asphaltic Concrete Pavement 360 Concrete Pavement 402 Controlled Low Strength Material 403 Concrete for Structures 405 Concrete Admixtures 406 Reinforcing Steel 503 Frames, Grates, Rings and Covers 506 Manholes 509 Trench Safety Systems 510 Pipe 609 Native Grasslands for Erosion Control 700 Mobilization 702 Removal and Relocation of Existing Fences 722 Paint and Painting DIVISION 33 — UTILITIES 33 01 30 Fiberglass Reinforced Manholes 33 01 30.80 Manhole Grouting 33 01 30.81 Bench and Trough Reshaping 33 01 30.82 Coating for Concrete Manholes 33 01 30.83 Cementitious Manhole Coating 33 01 30.84 Fiberglass Reinforced Manhole Liners 33 01 30.85 Complete and Partial Replacement of Manholes 33 01 30.86 Replacement of Manhole Frame and Grade Adjustments 33 01 30.87 Replacement of Manhole Frame and Covers 33 01 30.88 Sealing of Manhole Frame and Grade Adjustments 1540 Bypass Pumping Additional Information Appendix A Photos of Manholes END CAS CONSULTING &SERVICES,INC. DECEMBER 2020 ATTACHMENT A-TABLE OF CONTENTS Page 1 of 1 SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION PROJECT 330130 FIBERGLASS REINFORCED MANHOLES PART 1 GENERAL A. Description (a) This Section describes Freestanding Monolithic or Modular Fiberglass- Reinforced Manholes. B. Reference Standards (a) ASTM D695 -Test Method for Compressive Properties of Rigid Plastics (b) ASTM D790—Test Method for Flexural Properties of Non-Reinforced and Reinforced Plastics and Electrical Insulating Materials (c) ASTM D2412 — Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading (c) ASTM D3753 — Standard Specification for Glass-Reinforced Polyester Manholes and Wetwells PART 2 PRbDUCTS A. Materials and Workmanship (a) Resin Systems: The resins used shall be a commercial grade unsaturated polyester resin or vinyl ester resin. Resins shall be suitable for the service environment intended (i.e. domestic sanitary wastewater). (b) Additives: Additives, when used, shall produce a laminate that is inert to the service environment intended. All particulate additives used in filament wound components shall be pre-blended with resin using a high shear mixer to assure complete wetting of particulate surfaces. Pre-blending of particulate additives shall result in a homogeneous colloidal mixture (suspension) with additives evenly dispersed and suspended throughout the resin prior and during use. Manhole components manufactured using the filament winding process shall contain no sand. Additives, such as thixotropic agents, catalysts, promoters, etc., may be added to meet the requirements of the ASTM D-3753 standard. (c) Reinforcing Materials: The reinforcing materials shall be commercial Grade "E" type glass in the form of continuous roving and chop roving, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. (c) Interior Surfacing Material: The inner surface exposed to the chemical environment shall be a resin-rich layer of 0.010 to 0.020-inches thick. The inner surface layer exposed to the corrosive environment shall be followed with a minimum of two passes of chopped roving length of 0.5-inches (min) to 2.0-inches (max) and shall be applied uniformly to an equivalent weight of 3 oz/ft (min). Each pass of chopped roving shall be well rolled prior to the application of additional reinforcement. The combined thickness of the inner surface and interior layer shall be 0.10 inch (min). 33 01 30 I 12/18/2020 Page 1 of 8 FIBERGLASS REINFORCED MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION PROJECT 330130 FIBERGLASS REINFORCED MANHOLES i. The interior surface shall be resin rich with no exposed fibers. The surface shall be free of crazing, de-lamination, blisters larger than 0.5- inch in diameter, and wrinkles of 0.125-inch or greater in depth. Surface pits shall be permitted if they are less than 0.75-inch in diameter and less than 0.0625-inch deep. Voids that cannot be broken with finger pressure and are entirely below the resin surface shall be permitted if they are less than 0.5-inch in diameter and less than 0.0625-inch thick. Indentations or other shape imperfections that will not affect performance are allowed. (e) Exterior Surface: Exterior surface shall be coated with 0.125-inches of gel coat as an additional water barrier. Gel coat shall be pigmented gray as an additional UV inhibitor. The exterior surface shall be relatively smooth with no sharp projections. Handwork finish is acceptable if enough resin is present to saturate all fibers and eliminate fiber show. The exterior surface shall be free of blisters larger than 0.5-inch in diameter, de-lamination or fiber show. Indentations or other shape imperfections that will not affect performance are allowed. (I) Repairs: All fiberglass laminate repairs are subject to meet the requirements of ASTM D3753. B. Manufacture and Construction (a) Manhole cylinders, manway reducers, and connectors shall be produced from fiberglass-reinforced polyester resin using a combination of chop and/or continuous filament winding process. (b) Acceptable Manufacturer: Manufacturer shall have, as a minimum, 20- years of experience in the design and manufacture of fiberglass manholes for use in domestic or industrial sanitary sewer applications. Manufacturer shall provide current certification that the requirements of ASME RTP-1, ISO 9001 and API 12P have been met. (c) Fiberglass reinforced manholes shall be manufactured by: i. L.F. Manufacturing, Inc., Giddings TX, ii. or approved equal. (c) Wall Construction Procedure: After the inner layer of glass and resin has been applied, the manhole wall shall be constructed using a chop and continuous strand filament wound manufacturing process to ensure continuous reinforcement and uniform strength and composition. Each layer of glass laminate shall be mechanically roller compacted to remove entrapped air and thoroughly saturate the glass laminate with resin prior to adding another layer of glass reinforcement. The cone section, if produced separately, shall be affixed to the barrel section at the factory with a resin- glass reinforced laminate joint resulting in a one-piece unit. Seams shall be fiberglass laminated on the inside and the outside using the same glass- 330130 I 12/18/2020 Page 2 of 8 FIBERGLASS REINFORCED MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION PROJECT 330130 FIBERGLASS REINFORCED MANHOLES resin jointing procedure. Field joints shall be performed by the Manufacturer, its agent or qualified third-party. (e) Wall construction may include a tongue-and-groove joint, joined by epoxy adhesive, where modular manhole construction may aid in the installation of the manhole. (f) Ribs: When used, ribs may be manufactured as a solid construction or with fiberglass laminate applied over a structural or non-structural form. The resulting structure shall meet the requirements of ASTM D3753. (g) Pipe Connections: Pipe connections shall be pipe stub-outs or boot-type connections. Installation of PVC or FRP pipe stub-out connections shall be performed by sanding, priming, and using a fiberglass-reinforced laminate to bond the stub-out to the manhole wall. The resin and fiberglass shall be the same type and grade as used in the fabrication of the manhole. Boot- type pipe connections shall be Kor-N-Seal, lnserta-Tee or approved equal. Where required, Manufacturer shall use a fiberglass-reinforced sleeve to accommodate boot connections. (h) Manhole Base Plate: Fiberglass manholes shall have a fiberglass- reinforced base plate. Fiberglass stiffening C-channel shall be used, where required, to provide sufficient stiffness to base plate. All base plates shall have an external anti-flotation flange extending 2.5-inches (min) beyond manhole outside diameter. The manhole bottom shall be 0.5-inches thick (minimum). (1) Fiberglass enclosed bench and invert: When specified, fiberglass enclosed bench and invert shall be installed by the Manufacturer, Manufacturer's agent or approved equal. The invert will be formed using a corrosion resistant material and completely enclosed in 0.25-inches (min) of fiberglass laminate. Upon engineer's approval, a formed-in-place concrete bench and invert may be allowed in lieu of a fiberglass bench and invert. Assembly segments: Individual fiberglass components of manhole shall be joined by fiberglass-reinforced laminate overlay. The resulting structure shall meet the all loading and soundness requirements of ASTM D3753. (k) ' Height Adjustment: Fiberglass manholes shall be height adjustable using an adjustment ring with an internal lap joint. Riser sections cut for height adjustment shall be rejoined by fiberglass-reinforced laminate, MacWrap, tongue & groove joint epoxy joint or approved equal. Fiberglass manholes shall maintain all loading and soundness characteristics required by ASTM D3753 after height adjustment has occurred. (1) Interior Access: Where internal steps are locally required, FRP OSHA- approved ladders shall be installed. All manholes shall be designed so that a ladder can be supported by the manhole sidewall. Vertical spacing between steps shall be in accordance with OSHA standards (or per local requirements). Ladder bolts that penetrate manhole wall shall be sealed externally by a fiberglass-reinforced laminate. 330130 I 12/18/2020 Page 3 of 8 FIBERGLASS REINFORCED MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION PROJECT 330130 FIBERGLASS REINFORCED MANHOLES (m) Manway Reducer: Manway reducers shall be concentric or eccentric with respect to the centerline of the manhole riser section, as designated by the Owner. (n) Grade Adjustment Ring Platform: Top of the cone shall have a fiberglass- reinforced support platform upon which grade rings may be installed to accept a locally approved frame and cover casting. To properly transfer traffic loading to the sidewall, the outside diameter of grade adjustment rings shall exceed outside edge of grade ring platform by 1-inch (min) on all sides. Grade rings and frame & cover casting shall be placed over fiberglass neck and onto the grade ring platform in a manner that evenly distributes loading. No loading shall be placed onto fiberglass neck. (o) An FRP neck, extending 3-inches to 18-inches above the grade ring platform, may be used to aid in jobsite height adjustment and to eliminate inflow and corrosion in the manhole chimney area. The outside diameter of the FRP neck shall be sized to extend through grade ring(s) and into the frame & cover casting. (p) Marking and Identification: Each manhole shall be marked on the inside and outside with the following information: i. Manufacturer's name or trademark ii. Manufacturer's factory location iii. Manufacturer's serial number iv. Total manhole depth. C. Dimensions (a) Diameters: Manhole inside diameter shall meet the requirements of the project specifications and shall be measured in accordance with ASTM D3753 Section 8.3. Tolerance of inside diameter shall be +/- 1% of required manhole diameter. (b) Length: Manhole length shall be measured from lowest invert elevation to rim elevation and be sufficient to allow for 12-inches of grade rings, plus frame height. (c) Wall Thickness: Design thickness shall be sufficient to withstand all dead and live loads imposed on the manhole for the project conditions. Manholes subject to highway traffic loading (as indicated on Plans) shall meet the requirements of AASHTO H2O as described in ASTM D3753. Wall thickness shall be 5/16" (minimum). D. Testing (a) Quality Control: Each completed manhole shall be examined by the manufacturer for dimensional requirements, hardness, and workmanship. All required ASTM D3753 testing shall be completed and records of all testing shall be kept and copies of test records shall be presented to customer upon formal written request within a reasonable time period. 330130 I 12/18/2020 Page 4 of 8 FIBERGLASS REINFORCED MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION PROJECT 330130 FIBERGLASS REINFORCED MANHOLES (b) Manholes: Manholes shall be manufactured and tested in accordance with ASTM D3753. (c) Load Rating: The complete manhole shall have a minimum dynamic-load rating of 16,000- pounds when tested in accordance with ASTM D3753 8.4 (note 1). To establish this rating, the complete manhole shall not leak, crack, or suffer other damage when load tested to 40,000-pounds and shall not deflect vertically downward more than 0.25-inch at the point of load application when loaded to 24,000-pounds. (c) Pipe Stiffness: For solid wall manholes, pipe stiffness (ASTM D2412) may be physically tested or calculated using the following formula: PS = (EI) / (0.149r3). For rib-reinforced manholes, Manufacturer shall provide structural design method. Per ASTM D3753, manhole cylinder shall have the minimum pipe-stiffness values shown in the table below when tested in accordance with ASTM D3753. Depth (feet) FItY (psi) 6 or less 0.72 6 - 12 1.26 12 -20 2.01 20 - 25 3.02 25 - 35 5.24 > 35 Note' Note' - For depths greater than 35-feet, pipe stiffness shall be -xtrapolated from shallower values or Manufacturer shall provide structural de ign method. (e) Chemical Resistance: Manhole and all related components shall meet the chemical resistance requirements of ASTM D3753 and be fabricated from corrosion resistant material suitable for domestic wastewater collection system environments. 0) Physical Properties: Manhole riser sections shall have the following physical properties (minimum). All tests shall be performed as specified in ASTM D3753 (latest edition), Section 8. Hoop Direction Axial Direction Tensile Strength (psi) 18,000 5,000 Tensile Modulus (psi) 0.6 x 106 0.7 x 106 Flexural Strength (psi) 26,000 4,500 330130 I 12/18/2020 Page 5 of 8 FIBERGLASS REINFORCED MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION PROJECT 330130 FIBERGLASS REINFORCED MANHOLES Flexural Modulus (psi) _ 1.4 x 106 0.7 x 106 Compressive (psi) 18,000 10,000 E. Unloading, Storage and Handling (a) Unloading - Contractor shall inspect manholes upon arrival to jobsite, ensuring that manholes have arrived undamaged. Manufacturer shall be notified of any damage immediately upon discovering. (b) Storage - Contractor shall avoid storing manhole on rocks, uneven ground or other surface that may cause point loading or damage to manhole. Manholes with a height-to-diameter ratio greater than 2:1 shall be stored in horizontal position, prior to use. Manholes shall not be stacked upon one another. When possible, Contractor shall orient pipe connections so that weight of manhole is not resting on pipe connections. (c) Handling - Manholes shall not be dropped or impacted in a manner that may be detrimental to manhole. Manholes may be lifted using a forklift or nylon/textile sling wrapped around the main body of manhole or attached to lifting lugs, where provided. Manhole shall not be lifted by pipe stubs or connections. Use of chains or cables in contact with the manhole surface is prohibited. Manholes shall be unloaded from trucks one at a time. i. Prior to addition/attachment of external concrete base (anti-float ballast) and concrete bench and invert, manhole may be lifted by inserting a 4" x 4" timber of sufficient length to span the manhole opening and attaching cable to midpoint of timber or by attaching a nylon/textile sling around the center of manhole. ii. After addition/attachment of concrete base (anti-float ballast) and/or concrete bench and invert, manhole shall be lifted by lifting lugs cast into concrete base. When concrete has been added to manhole, lifting lugs fabricated into fiberglass manhole shall not be used for lifting. PART 3 INSTALLATION A. Installation: (a) Alterations: Contractor shall not alter the design or construction of manhole without notification of Manufacturer and Manufacturer's written consent. Only Manufacturer and its agents may alter design or construction of manhole. (b) Bedding: Manhole base shall be installed on a flat trench bottom with 4- inches (min) of granular bedding (i.e. sand, gravel or crushed aggregate). Unstable soil foundations shall be removed and replaced with select native soil or granular material and compacted to 95% Standard Proctor Density. (c) Concrete Base: Manhole installation shall include an external precast or cast-in-place reinforced concrete base sufficient to provide structural support and prevent buoyancy for groundwater at rim elevation. 330130 I 12/18/2020 Page 6 of 8 FIBERGLASS REINFORCED MANHOLES 1 SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION PROJECT 330130 FIBERGLASS REINFORCED MANHOLES Attachment of concrete base to manholes shall be in accordance with Manufacturer's requirements. i. Concrete ballast slabs shall exceed the outside diameter of the manhole by 12-inches (min) on all sides. Typical ballast slabs are poured in a square footprint with a minimum thickness of 12-inches (min) underneath the manhole. Concrete pour shall extend up along the manhole's sidewall (over external base flange) for a thickness of 4 to 6- inches (min). Trench shall remain dewatered until manhole is completely backfilled. (d) Line and Grade: Manhole shall be carefully lowered into trench in a controlled manner. Manhole shall not be dropped or impacted during installation. Manhole shall be plumb and level and adjusted appropriately for line and grade. Any structural changes required (including pipe connections) for line and grade shall be performed by Manufacturer or its agent. (e) Bottom Stiffening Ribs: Manholes with internal stiffening ribs on bottom plate shall have concrete poured inside manhole to sufficiently cover top of ribs. (1) Backfill Material: Unless shown otherwise on drawings and approved by the engineer, crushed stone (less than 10% fines), pea gravel, sand or select native materials shall be used for backfill around the manhole for a minimum distance of one foot from the outside surface and extending from the bottom of the excavation to the top of the cone/reducer section. Backfill material shall be placed in 12-inch lifts (max) and compacted to 90% Standard Proctor Density. Compaction by flooding is not permitted. Backfill shall be distributed evenly around the manhole for each lift and compacted level and evenly prior to the following lift. Care shall be taken not to cause unbalanced pressure around the manhole. Select native material, may be used for the remainder of the backfill. (g) Casting and Grade Rings: Top of cone/reducer, shall be clean and free of debris prior to placing concrete grade rings onto manhole. Grade rings shall be carefully lowered over fiberglass neck (chimney) and onto top of cone, in a controlled manner, so as not to cause damage to manhole. For H2O traffic rated manholes, 4-inch thick (min) concrete grade rings shall overhang grade ring platform by 1-inch. Butyl mastic sealing material shall be place between manhole, grade rings and frame & cover casting to prevent the infiltration of ground water. Frame and cover casting may be placed directly on top of cone for non-traffic manholes. (h) Repairs: Any damage to manholes shall be reported to the Manufacturer. All repairs shall be performed by Manufacturer, its agent or qualified third- party (with Manufacturer's written consent). B. Field Testing 330130 I 12/18/2020 Page 7 of 8 FIBERGLASS REINFORCED MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION PROJECT 330130 FIBERGLASS REINFORCED MANHOLES (a) lnfiltration/Exfiltration Test: Each manhole may be tested by plugging all connections and filling manhole with water to top of fiberglass neck (chimney). Allowable leakage shall be per project specification requirements. (b) Low-Pressure Air Test: Each manhole may be tested by plugging all connections and applying air pressure (3-psi max) to the interior of the manhole. Allowable leakage shall be per project specification requirements. (c) Vacuum Testing: Each manhole may be tested by plugging all connections and applying a vacuum (10-inches of mercury, max). Allowable leakage shall be per project specification requirements. PART 4 MEASUREMENT AND PAYMENT A. No separate measurement and payment will be made for work herein. The cost for the item is included in the Lump Sum Bid submitted for the project. End of Section 330130 I 12/18/2020 Page 8 of 8 FIBERGLASS REINFORCED MANHOLES I SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.80 MANHOLE GROUTING PART 1 DESCRIPTION A. Scope (a) This section includes all work, materials and testing required for the pressure grouting of manhole defects. Manholes or sections of manholes with active leaks are shown in the Construction Drawings. B. Description (a) The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of pressure grouting of manhole defects in accordance with the Contract Documents. C. Man facturers Recommendations (a) Materials, additives, mixture ratios, and procedures utilized for the grouting process shall be in accordance with manufacturer's recommendations. D. Man oles (a) Manholes to be grouted may be of pre-cast or poured concrete construction. PART 2 MA ERIALS A. Grou ing Materials (a) Urethane Gel Grout Urethane gel grout, such as Scotch-Seal 5610 gel or equal shall be a hydrophilic polymer. The chemical shall be mixed within the range of from 8 to 10 parts of water and shall contain a reinforcing agent supplied by the same manufacturer. The material shall gel and cure to a tough flexible elastomeric condition. When wet, the gel shall exhibit strength properties of at least 25 psi tensile at 150 percent elongation. The material shall not change in linear dimension more than eight percent when subjected to wet and dry cycles. (b) The chemical grout shall be applied so as to have the grout material flow freely into the defects. To avoid any wastage of the material flowing through the defects gel control agent may be added. The following properties shall be exhibited by the grout: • Documented service of satisfactory performance in similar usage. • Controllable reaction times and shrinkage through the use of chemicals supplied by the same manufacturer. The minimum gel set time shall be established so that adequate grout travel is achieved. • Resistance to chemicals; resistant to most organic solvents, mild 330130.80 I 12/18/2020 Page 1 of 5 MANHOLE GROUTING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.80 MANHOLE GROUTING acids and alkali. • Compressive recovery return to original shape after repeated deformation. • The chemical shall be essentially non-toxic in a cured form. • Sealing material shall not be rigid or brittle when subjected to dry atmosphere. The material shall be able to withstand freeze/thaw and moving load conditions. • Sealing material shall be noncorrosive. (c) A reinforcing agent such as Scotch-Seal Brand 5612 reinforcing agent or equivalent shall be utilized in accordance with manufacturer's recommendations. Any 5612 reinforcing agent, which contains lumps must be discarded. Care must be taken to be sure that the pH of the water in the tank is from 5 to 9. As a precaution against the possibility of the pH being outside this range, take a small amount of water from the tank to which Gel Reinforcing Agent 5612 is to be added. Add a few drops of 5612 to this test sample. Scotch-Seal Brand Gel Reinforcing Agent 5612 should disperse readily. If precipitation occurs, drain the tank and retest. Repeat as necessary until dispersion occurs. If dispersion does not occur, do not use the water source. (c) A filler material such as Celite 292 (diatomaceous earth) from John Mansville or equivalent shall be utilized. The addition of the filler material shall not exceed the quantity specified by the manufacturer, and continuous agitation of the water side of the mixture is required. The filler material may also be utilized as a reinforcing agent in accordance with the urethane gel grout manufacturer's recommendations. B. Additives (a) Grout additions may be utilized for catalyzing the gel reaction, inhibiting the gel reaction, buffering the solution, lowering the freezing temperature of the solution, acting as a filler, providing strength or for inhibition of root growth. C. Root Control (a) A root-inhibiting chemical such as dichlobenil shall be added to the chemical grout mixture at a safe level of concentration and shall have the ability to remain active within the grout for a minimum of 12 months. D. Material Identification (a) Contractor shall completely identify the types of grout, mortar, sealant, and/or root control chemicals used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. E. Mixing and Handling 330130.80 I 12/18/2020 Page 2 of 5 MANHOLE GROUTING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.80 MANHOLE GROUTING (a) Mixing and handling of chemical grout and forming constituents, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that chemicals or gels produced by the chemicals are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the grout material and additives shall perform the grouting operations. F. Portl:nd Cement (a) Portland Cement concrete shall have a minimum compression strength of 3000 psi at 28 days, no less than 5 sacks of cement per cubic yard, and shall conform to ASTM C 94, Alternate 3. Reinforcement shall be 6" x 6" No. 4 x No. 4 Woven Wire Fabric. No. 4 dowel bars shall be provided on 3- foot centers, each side. Minimum length of extension into existing base shall be 12 inches. G. Oak m (a) Activated oakum, such as Fibrotite Oakum as manufactured by Avanti International or equivalent shall be utilized for sealing grout holes. H. Non-Shrink Grout (a) Grout shall be non-shrink in the plastic state and show no expansion after set as tested in accordance with ASTM C 827 and shall develop compressive strength not less than 3,000 psi with a trowelable mix within 24 hours per ASTM C 109. The placement time shall be not less than 45 minutes based on initial set per ASTM C 191. Test results shall be furnished by the manufacturer and submitted to the Engineer. PART 3 EX CUTION A. General (a) Manhole grouting shall not be performed until sealing of manhole frame and grade adjustments or partial manhole replacement is complete. A. P ace manhole under bypass pumping in accordance with Special Secification SS 1540 Bypass Pumping. B. Preli inary Repairs (a) I Seal all unsealed lifting holes, unsealed step holes, precast manhole section joints, and voids larger than approximately one-half(1/2) inch in thickness with Octocrete or approved equal. All cracked or deteriorated material shall be removed from the area to be patched and replaced with 330130.80 I 12/18/2020 Page 3 of 5 MANHOLE GROUTING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.80 MANHOLE GROUTING Octocrete, as manufactured by IPA Systems, Inc. or equal, in accordance with manufacturer's specifications. (b) Cut and trim all roots within the manhole. C. Temperature (a) Normal grouting operations including application of interior coating shall be performed at temperatures of 40F or greater. If grouting is performed below temperatures of 40F, then it must be performed in accordance with manufacturer's recommendations. D. Grouting Materials Usage (a) Grouting of the manhole may include frame seal, frame and grade adjustments, corbel, wall, pipe seals, and/or bench/trough. Areas of the manhole designated to be grouted will be directed by the Engineer. If entire manhole is scheduled for grouting, grouting shall include the entire manhole including corbel, wall, pipe seals and bench/trough. Pipe seal grouting shall include all pipe seals in the specified manhole and grouting of the specified manhole including the bench/trough to the maximum height of 18 inches from the crown of the pipe. E. Drilling and Injection (a) Injection holes shall be drilled through the manhole at 120-degree angles from each other at the same plane of elevation. Rows shall be separated no more than three vertical feet, and the holes shall be staggered with the holes in the rows above and below. Provide additional injection holes near observed defects, bench and trough, and at pipe seals. A minimum of 6 injection holes shall be provided in the walls/corbel for each joint grouted, and three injection holes at each pipe seal and at the bench/trough. (b) Grout shall be injected through the holes under pressure with a suitable probe. Injection pressure shall not cause damage to the manhole structure or surrounding surface features. Grout shall be injected through the lowest holes first. The procedure shall be repeated until the manhole is externally sealed with grout. (c) Grouting from the ground surface shall not be allowed. (c) Grout travel shall be verified by observation of grout to defects or adjacent injection holes. Provide additional injection holes, if necessary, to ensure grout travel. (e) Injection holes shall be cleaned with a drill and patched with a waterproof quick setting mortar. F. All grout shall be removed from interior surfaces of the manhole. After the grouting is completed, the interior of the manhole shall be coated with a quick setting mortar such as Hyperform as manufactured by Quadex, or equal. The coating shall cover at least 6" past the joint each side. 330130.80 I 12/18/2020 Page 4 of 5 MANHOLE GROUTING SPECIAL SPEC FICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.80 MANHOLE GROUTING G. Testiig of Rehabilitated Manholes (a) Testing of rehabilitated manholes for water tightness shall be performed by the Contractor in the presence of the Engineer in accordance with City of Round Rock specification 506 Manholes. PART 4 ME SUREMENT AND PAYMENT A. The ontract Unit Price shall be payment in full for performing the work and for furni hing all labor, tools, supervision, materials, equipment, preliminary repairs, and t sting necessary to complete the work including grouting with urethane grou . B. Pay ent for grouting joints shall be based on the unit price for each joint. Pay ent for grouting pipe seals and lower 18 inches of manhole shall be based on th Contract Unit Price per each manhole listed in the Bid Form. End of Sec ion 330130.80 I 12/18/2020 Page 5 of 5 MANHOLE GROUTING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.81 BENCH AND TROUGH RESHAPING PART 1 DESCRIPTION A. This Section includes the reforming and/or reshaping of the bench and trough to form the sweep to transition laminar flow through the trough. This Section also includes reshaping manhole benches to create a workable bench in accordance with the details in the Construction Drawings. Manholes designated for reshaping of bench and trough are listed in the Construction Drawings. PART 2 MATERIALS A. Non-Shrink Grout (a) Grout shall be non-shrink in the plastic state and show no expansion after set as tested in accordance with ASTM C 827 and shall develop compressive strength not less than 3,000 psi with a trowelable mix within 24 hours per ASTM C 109. The placement time shall be not less than 45 minutes based on initial set per ASTM C 191. Test results shall be furnished by the manufacturer and submitted to the Engineer. PART 3 EXECUTION A. Place manhole under bypass pumping in accordance with Special Specification SS1540 Bypass Pumping. B. Clean existing bench and trough. Remove and dispose any debris or loose concrete and prep surface to receive grout. C. Reshape trough to match existing flow line elevations. D. Use jack hammer if necessary to chisel bench and trough to a minimum opening of 2.5 feet for TV camera access. E. Where fiberglass liners are being inserted, saw cut existing bench to allow fiberglass liner inserts to extend deeper into the manhole. The finished bench shall have a 12H:IV slope. F. Form inverts with high strength grout and steel-trowel to produce a dense, smooth finish and shape to form a "U"-shaped channel extending to the crown of the pipe encompassing the full cross section of the connecting pipelines. Provide smooth transitions for pipes of different sizes, different elevations, and/or at different angles. Form inverts to provide self-cleaning by sloping normally with a 12H:IV slope. G. Use City of Round Rock detail to reshape bench and trough. PART 4 MEASUREMENT AND PAYMENT A. The Contract Unit Price shall be payment in full for performing the work and for furnishing all tools, labor, supervision, materials, equipment, incidentals, and testing necessary to complete the work including removal and disposal of the existing defective bench and trough, and installation and sealing of the replacement bench and trough. B. Payment shall be based on the Contract Unit Price per each manhole as indicated in the Bid Form. 330130.81 I 12/18/2020 Page 1 of 2 BENCH AND TROUGH RESHAPING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.81 BENCH AND TROUGH RESHAPING 1End of Sec ion 1 1 330130.81 I 12/18/2020 Page 2 of 2 BENCH AND TROUGH RESHAPING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 33 01 30.82 COATING FOR CONCRETE MANHOLES PART 1 GENERAL A. Scope (a) Work includes blasting and recoating the interior of existing manholes. Blast and recoat all interior surfaces and base per Coating Manufacturer's recommendation.Approximate dimensions of the existing manholes are shown on the Drawings. B. Related Work (a) The following Specification section(s) are referenced in this section and contain specific technical requirements related to the work or requirements related to the Contractor's execution of this work. i. Section 01300 - Submittal Procedures. C. Health and Safety (a) In confined space environments, as defined in 29CFR 1910.146, the Work shall comply with the requirements set forth by Federal OSHA applicable to the construction industry. The Contractor shall provide and require use of safety and personnel life-saving equipment for persons working in Confined Space areas, including but not limited to, adequate forced ventilation, body harnesses, and gas detection meters that continually monitor for levels of oxygen, hydrogen sulfide, carbon monoxide, and Lower Explosion Limit (LEL). (b) The CONTRACTOR shall provide all head and face protection equipment and respiratory devices required to safely perform the work specified herein. Equipment shall include any applicable masks recommended by the manufacturer while performing blasting or application of the coating materials. (c) Use of ear protection devices shall be provided and required by the Contractor whenever the occupational noise exposure exceeds 29CFR 1910.95 limits. (d) Failure to comply with health and safety laws, regulations, codes, permits, and Standard Operation Procedures will be grounds for shutting down the Work. All costs resulting from a shutdown of the Work that are due to the Contractor's negligence or failure to comply with applicable safety requirements shall be borne by the Contractor.After a shutdown of the Work, the Work will not be permitted to begin again until the Owner and/or Engineer is satisfied that all necessary health and safety precautions are being taken. (e) Flammable or volatile solvents in coating system components constitute a 300130.82 I 12/18/2020 Page 1 of 8 COATING FOR CONCRETE MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.82 COATING FOR CONCRETE MANHOLES hazard with regard to fire and explosions wherever flame or spark exposure is possible. All flames, smoking, and welding, etc., are strictly prohibited in Work or storage areas. Fire abatement devices shall be readily available and in operating condition. Necessary precautions shall be taken to keep fire hazard to a minimum; all oily rags, waste, and other combustibles not in covered containers shall be removed from the area daily. All flammable products shall be stored in conformance with applicable State, County and Local Fire Codes pertaining to flammable materials. (f) The coating project shall never exceed the current VOC limits set by TCEQ Chapter 115.453. The Contractor shall be responsible for all fines or legal costs resulting from any VOC limit violations. D. Protection Of The Environment (a) The Contractor's operations shall in no way contribute to air, water, or land pollution, including such nuisances as odors, insects, noise, surface or groundwater contamination, or any other condition that would have a detrimental effect on the environment. E. Submittals (a) Submittals shall be made in accordance with Section 01300- Submittal Procedures and the following specific requirements. i. Interior Coating 1. Coating Manufacturer's product data sheet for each coating type, including surface preparation requirements, recommended spreading rates, application procedures, recommended primers, environmental limits (temperature, humidity and dew point) and other instructions. 2. Material Safety Data Sheets (MSDS) for all coatings, solvents,etc. 3. Applicator's Qualifications. 4. Coating Manufacturer's statement regarding applicator instruction on product use and application. 5. Coating Manufacturer's detailed description of all required field- testing processes and procedures. 6. The Contractor's proposed plan to capture and prevent material from surface preparation of substrate from flowing downstream. 30 01 30.82 I 12/18/2020 Page 2 of 8 COATING FOR CONCRETE MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.82 COATING FOR CONCRETE MANHOLES 7. A Confined Space Entry Plan. 8. Coating Manufacturer's written warranty. F. Coating (a) All Work relative to preparation for and application of coatings shall be conducted under the supervision of the Owner's Representative. The Owner's Representative's services shall be provided by the Owner. The Owner's Representative shall have the authority to act on behalf of the Owner to reject any coating work that does not comply with these specifications or the manufacturer's written specifications. (b) The Owner's Representative will be a NACE Level 2 or Level 3 Peer Review Coating Inspector with at least 5 years of coating inspection experience in similar coating environments. G. Site Information (a) Power is NOT available from the Owner's existing power distribution system. H. Delivery, Storage and Handling (a) Coating products are to be kept dry, protected from weather and stored under cover and in accordance with the Coating Manufacturer's recommendations. Products are to be stored at temperatures recommended by the Coating Manufacturer and handled according to their material safety data sheet(s). Do not store near flame, heat or strong oxidants. PART 2 PRODUCTS A. Coatings (a) Protective coating products shall be applied to manholes specified to receive a corrosion protective coating sufficiently thick to totally protect the existing host structure from further corrosion, deterioration and water vapor transmission. Substrate and surface preparation, application conditions, application equipment, material preparation and curing shall be in strict accordance with the Coating Manufacturer's written recommendations to provide the coating complete in place. (b) Products shall be manufactured by one of the following, or approved equal. i. Raven 405 High Build Epoxy by Raven Lining Systems 300130.82 I 12/18/2020 Page 3 of 8 COATING FOR CONCRETE MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.82 COATING FOR CONCRETE MANHOLES ii. Spraywall Process by Sprayroq, Inc. iii. Structure Guard by Quadex PART 3 EXICUTION A. General (a) The Contractor shall comply with all applicable local, State and Federal laws, codes, ordinances, and regulations. (b) Provide all items necessary for workers to perform any work inside the manholes in a safe manner. These items must comply with all Federal, State, and local worker safety requirements for working in a hazardous confined spice. The work area is corrosive with potential for low to no oxygen, presence of hydrogen sulfide, and presence of methane, which creates an explosive en ironment. Contractor shall provide ventilation system capable of providing enough air changes per hour to maintain normal atmospheric concentrations of oxygen while workers are present inside the manholes. Contractor should provide an emergency escape plan for workers if ventilation system operation is interrupted. B. Co:tings (a) Co crete protective coatings shall be repaired or replaced as specified herein. (b) Co rosion-resistant ferrous and nonferrous alloys such as copper, bronze, alu inum, and stainless steel need not be coated. (c) Th Contractor shall install scaffolding to access the areas necessary in ma holes. Fall Protection shall be in accordance with 29CFR 1926.502. All te porary ladders and scaffolding shall conform to applicable safety requirements. (d) Coating Preparation i. i Install debris catchment or containment prior to surface preparation. ii. Prepare surfaces in accordance with the Coating Manufacturer's written recommendations. iii. Remove all grease, oils, and grime by washing with an emulsifying alkaline water- base cleaner. Follow with a thorough rinsing. 300130.82 I 12/18/2020 Page 4 of 8 COATING FOR CONCRETE MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.82 COATING FOR CONCRETE MANHOLES iv. Remove all surface contaminants including old coatings, chemical salts, dust, loose concrete, and the laitance layer by blasting, steel shot-blasting, scabbling, scarifying or dry abrasive blasting. Abrasives used for cleaning shall be used one time without recycling. Whichever method(s) are used, they shall be performed in a manner that provides a uniform, sound clean neutralized surface with sufficient profile to promote and acceptable bond with the specified coating. v. Resulting surface must be structurally sound and free of contaminants prior to coating application. vi. Surface to be coated can be damp. There shall be no standing water. vii. Pre-fill cracks in horizontal surfaces with mixed primer and cover with fiberglass or nylon mesh. For cracks in vertical surfaces, pressure inject with a suitable injection system per the Coating Manufacturer's recommendations. viii. For coatings to be applied to slab on grade, if no vapor barrier is present, check slab for vapor permeation. (e) Application of Coating Product i. Application procedures shall conform to the recommendations of the Coating Manufacturer, including environmental controls, product handling, mixing, application equipment and methods. ii. Spray equipment shall be specifically designed to accurately ratio and apply the coating product. Equipment shall be in proper working order and shall be as recommended by the Coating Manufacturer. iii. Prepared surfaces shall be coated by spray application of the coating product described herein to a minimum of 80 mils or as recommended by the Coating Manufacturer. iv. Subsequent top coating or additional coats shall occur within the product's recoat time. Additional surface preparation procedures will be required if this recoat time is exceeded. The Coating Manufacturer's re-coat time for the specific application, based on temperature and project conditions, shall be strictly followed by the Contractor. v. The coating product shall mechanically bond with adjoining construction materials throughout the structure to effectively seal and protect concrete 300130.82 I 12/18/2020 Page 5 of 8 COATING FOR CONCRETE MANHOLES SPECIAL SPECIFICATI O NS SO UTH ROUND ROCK INTERCEPTOR MAN HOLE R EHABI LITATION 330130.82 COATING FOR CONCRETE MANHOLES or masonry substrates from infiltration and attack by corrosive elements. Procedures and materials necessary to affect this bond shall be as recommended by the Coating Manufacturer. No hollow spots will be accepted. (f) Fie ld Quality Control i. The surface preparation and any repair mortar application required prior to coating application shall be approved by the Coating Manufacturer's representative prior to installation. ii. i Certified Coating Manufacturer's Representative shall be present to observe application of coating and after completion to inspect and certify that product was properly applied. iii. The Owner may, at their option, elect to have the surface preparation and application witnessed by their representative. The Contractor and Coating Manufacturer certified installer shall notify the Owner sufficiently in advance of the dates that surface preparation and application shall occur so that the Owner can make arrangements for their representative to be present. (g) Corng Inspection and Testing i. Inspection: 1. The Contractor shall provide OSHA-approved staging, scaffolding and lighting as required to permit proper inspection as outlined in these specifications. 2. Surface preparation, coating application and repairs are subject to inspection by the Owner's Representative. The standards published by the Steel Structures Painting Council, specifically SSPC-VISL-635, Pictorial Surface, will be used as guides for acceptance or rejection of the cleaning, painting or coating application. Particular attention will be given for hard-to-reach areas, bolted connections, supports, anchor bolts and threaded joints. 3. A magnetic-type dry film thickness gauge, and an electrical holiday detector will be used to determine the acceptability of the paint application. Calibration of the magnetic thickness gage will be done on the site using the U.S. Department of Commerce, Bureau of Standard Film Thickness Calibration Standards. 300130.82 I 12/18/2020 Page 6 of 8 COATING FOR CONCRETE MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.82 COATING FOR CONCRETE MANHOLES 4. Give sufficient notice in advance of coating applications so that the Owner's Representative can perform the following inspections: (1) Examination and approval of surface preparation prior to any coating. (ii) Examination and approval of each coat prior to application of the next coat. (iii) Inspection of the completed coating for runs, overspray, roughness, and any evidence of improper application. (iv) Direction or observation of testing. ii. Testing: 1. The Contractor shall be responsible for and shall bear all the costs to perform the quality control tests for the coating. 2. Should any coating system fail to pass a test, the Contractor shall make necessary changes approved by the Owner for the corrective measures. The coating system will then be retested. 3. The following tests will be conducted: (1) Dry film thickness will be tested after each coating has been applied in accordance with ASTM D6132 - 13(2017) Standard Test Method for Coatings Using an Ultrasonic Coating Thickness Gage. A test will be made for every 25 square feet of surface and at locations designated by the Inspector. (ii) All submerged systems will be tested for holidays after the final coat has been applied. PART 3 MEASUREMENT AND PAYMENT A. Coating for manholes shall be paid at the Contract Unit Price per vertical foot of depth measured to the nearest 0.1 foot from the top of the frame to the bottom of the bench embedment required. B. Such payment and price shall constitute full compensation for all labor, tools, materials, equipment and for the performance of all work necessary to complete the manhole liners, excavation, manhole cleaning preparation, concrete base, manhole frame and cover, frame and cover grade adjustment and sealing, waterproofing, 300130.82 I 12/18/2020 Page 7 of 8 COATING FOR CONCRETE MANHOLES SPECIAL SPECIIICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.82 COATING FOR CONCRETE MANHOLES concret masonry, reinforced concrete, backfilling, replacement of any sewers, conduit, disposal of excess material, surface restoration and testing. End of Section i 1 1 1 1 30 01 30.82 I 12/18/2020 Page 8 of 8 COATING FOR CONCRETE MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.83 CEMENTITIOUS MANHOLE COATING PART 1 GENERAL A. Scope (a) This section includes all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed in the Construction Drawings. B. Description (a) The Contractor shall be responsible for the furnishing of all labor, tools, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. C. Manufacturers Recommendations (a) Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturers' recommendations. D. Manholes (a) Manholes to be coated may be of brick, block, pre-cast concrete, or poured concrete construction. Some may have a previously applied interior mortar or epoxy coating. PART 2 MATERIALS A. Scope (a) This section governs the materials required for completion of interior coating of manholes. B. Interior Coating (a) Manufacturer to be Quadex, SewperCoat, Strong Seal or approved equal. No material (other than clean potable water) shall be used with or added to the coating material without prior approval or recommendation from the coating material manufacturer. C. Material Identification (a) Contractor shall completely identify the types of grout, mortar, patching compounds, sealant, and/or root control chemicals used and provide case stories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Owner's Representative. D. Mixing and Handling (a) Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective 330130.83 I 12/18/2020 Page 1 of 4 CEMENTITIOUS MANHOLE COATING SPECIAL SPEC FICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.83 CEMENTITIOUS MANHOLE COATING measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be 1 subject to the approval of the Owner's Representative. Only personnel thoroughly familiar with the handling of the coating material shall perform the coating operations. PART 3 E ELUTION A. Gen ral (a Manhole coating shall not be performed until sealing of manhole frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete and the manhole has been placed under bypass pumping in accordance with Special Specification SS1540. B. Preliminary Repairs (aAll foreign materials shall be removed from the manhole interior using 1 high-pressure water spray (minimum 3500 psi). Lose and protruding brick, mortar and concrete shall be removed using a masonry hammer and chisel and/or scrapers. Existing roots and manhole steps shall be removed by cutting them flush with the wall of the manhole. i. All unsealed lifting holes, unsealed step holes, voids larger than approximately one-half(1/2) inch in thickness shall be filled with patching compound at least one hour (1) prior to spray application of the first coat. i . Active leaks shall be grouted in accordance with Section 33 01 30.80- Manhole Grouting. ii . After all repairs have been completed, remove all loose material. C. Tern'erature (-} Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. If ambient temperatures are in excess of 90°F, precautions shall be taken to keep mixing water below 85°F, using ice if necessary. D. Inte for Manhole Coating (.i Manholes scheduled for interior coating are shown in the Construction Drawings. The interior coating shall be applied to the manhole from the bench and trough (including the bench/trough) to 2" above the bottom of the frame of the first grade adjustment ring. (4 The interior coating shall be applied in accordance with the manufacturer's recommendations and the following procedure. 330130.83 I 12/18/2020 Page 2 of 4 CEMENTITIOUS MANHOLE COATING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.83 CEMENTITIOUS MANHOLE COATING i. The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high-pressure water spray (minimum 3500 psi.) ii. Place covers over invert to prevent extraneous material from entering the sewer. iii. The surface prior to application shall be damp without noticeable free water droplets or running water. Coating material shall be spray applied to a minimum uniform thickness of%-inch minimum. Troweling shall begin immediately following the spray application. The troweled surface shall be smooth with no evidence of previous void areas. iv. After the walls are coated, the invert/bench covers shall be removed and the bench sprayed with material in such a manner as to produce a bench having a gradual slope from the walls to the invert with the wall/bench intersection built up and rounded to a uniform radius for the full circumference of the intersection. The thickness of the bench shall be no less than 1/2-inch at the invert and shall increase in the direction of the wall so as to provide the required slope. Trough area shall be coated as required to seal all cracks and to provide a smooth surface. v. The material shall have a minimum of four (4) hours cure time before being subjected to active flow. Ambient conditions in the manhole are adequate for curing as long as the manhole is covered. vi. Traffic shall not be allowed over manholes for 12 hours after cementitious coating is complete. vii. Caution should be taken to minimize exposure of applied product to sunlight and air movement. At no time should the finished product be exposed to sunlight or air movement for longer than 15 minutes before replacing the manhole cover. In extremely hot and arid climates manhole should be shaded while cementitious coating is in process. viii. No application shall be made to frozen surfaces or if freezing is expected to occur inside the manhole within 24 hours after application. If ambient temperatures are in excess of 95 degrees F, Precautions shall be taken to keep the mix temperature at time of application below 90 degrees F. Mix water temperature shall not exceed 85 degrees F. Chill with ice if necessary. E. Testing of Rehabilitated Manholes (a) Vacuum testing of rehabilitated manholes for water tightness shall be performed by the Contractor after the four-hour cure time is complete in accordance with City of Round Rock standard specification 506 Manholes. (b) At least two (2) 2-inch cubes shall be taken from each days work with the date, location and job recorded on each. The cubes shall be sent to a certified testing laboratory for testing. A compression test will be made per 330130.83 I 12/18/2020 Page 3 of 4 CEMENTITIOUS MANHOLE COATING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.83 CEMENTITIOUS MANHOLE COATING ASTM C109, and the results will be furnished to the Owner. Test results shall equal or exceed the manufacturer's published values. PART 4 M ;ASUREMENT AND PAYMENT A. Cem: ntitious manhole coating shall be paid at the Contract Unit Price per vertical foot •f depth measured to the nearest 0.1 foot from the bench and trough to 2- inch:s (2") above the bottom of the frame of the first grade adjustment ring. B. Such payment and price shall constitute full compensation for all labor, tools, mate ials, equipment and for the performance of all work necessary to complete the anhole liners, excavation, manhole cleaning preparation, concrete base, man ole frame and cover, frame and cover grade adjustment and sealing, Ovate l proofing, concrete masonry, reinforced concrete, backfilling, replacement of any ewers, conduits, disposal of excess material, surface restoration and testi g. End of Sec ion II 330130.83 I 12/18/2020 Page 4 of 4 CEMENTITIOUS MANHOLE COATING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 33 01 30.84 FIBERGLASS-REINFORCED MANHOLE LINERS PART 1 GENERAL A. Description (a) This section shall govern the construction of fiberglass wastewater manhole liners, complete in place and the materials therein, including manhole grade rings, rings and covers. B. References (a) AASHTO H-20 -Axle Loading (b) AASHTO M 306-10- Drainage, Sewer, Utility, and Related Castings (c) ASTM C581 - Standard Practice for Determining Chemical Resistance of Thermosetting Resins Used in Glass-Fiber-Reinforced Structures Intended for Liquid Service (c) ASTM D695 - Standard Test Method for Compressive Properties of Rigid Plastics (e) ASTM D790 - Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials (1) ASTM D2412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading (g) ASTM D2583-Standard Test Method of Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor (h) ASTM D2584- Standard Test Method for Ignition Loss of Cured Reinforced Resins (i) ASTM D3262 - Standard Specification for Fiberglass (Glass-Fiber- Reinforcement Thermosetting-Resin) Sewer Pipe. Q ASTM D3753 - Standard Specification for Glass-Fiber-Reinforced Polyester Manholes and Wetwells (k) ASTM D4161 - Standard Specification for Fiberglass (Glass-Fiber- Reinforced Thermosetting-Resin) Pipe Joints Using Flexible Elastomeric Seals m City of Round Rock Standard Specifications Manual (m) Texas Commission on Environmental Quality (TCEQ) Design Criteria for Domestic Wastewater Systems (30 TCEQ §217) C. Related Work (a) City of Round Rock Standard Specification Section 403 - Concrete for Structures (b) City of Round Rock Standard Specification Section 406 - Reinforcing Steel (c) City of Round Rock Standard Specification Section 503 - Frames, Grates, Rings and Covers (c) City of Round Rock Standard Specification Section 506 - Manholes D. Submittals 3001 30.84 I 12/18/2020 Page 1 of 9 FIBERGLASS-REINFORCED MANHOLE LINERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.84 FIBERGLASS-REINFORCED MANHOLE LINERS (a) All construction shop drawings related to fabrication, assembly and installation along with all detailed product/material specifications shall be submitted for review by the Owner and Engineer. Complete fabrication, assembly and installation drawings, together with detailed specifications and data covering materials, shall be submitted in accordance with Section 01300 — Submittal Procedures. The data and specifications shall include, but shall not be limited to, the following for each manhole liner: ▪ Details showing size and dimensions for each manhole i . Details of joints, fittings and specials ii . Liner length i Test reports ▪ Certification in accordance with ASTM D3753 E. Quality Control (a) All material and construction work shall be in accordance with current Texas Commission on Environmental Quality (TCEQ) rules to include: Design Criteria for Domestic Wastewater Systems (30 TCEQ §217), or any revisions thereto as applicable. (b) Fiberglass manhole liners shall be manufactured and tested in strict accordance with ASTM D3753. (c) Manhole liners shall be manufactured in one class of load rating. This class shall be AASHTO H-20 wheel load. (c) All constructed fiberglass manhole liners shall be watertight. Manhole covers may be either watertight or water resistant, depending on their specific location. Every manhole cover located in an identified 100-year floodplain, or in the Edwards Aquifer Recharge Zone, shall be watertight. Liners shall be a one-piece monolithic design unit. (e) Wastewater manhole ring and cover castings shall meet the current requirements of AASHTO Designation M 306-10. F. Acceptable Manufacturers (a) ' Fiberglass manhole liners shall be manufactured by one of the following or approved equal. L▪ . F. Manufacturing, Inc.; Giddings, Texas ii. Containment Solutions, Inc.; Conroe, Texas PART 2 PRODUCTS A. Materials (a) Resin i. Resins used shall be supplier-certified, commercial grade, unsaturated isophthalic polyester. Resins may contain chemically enhanced silica to improve corrosion resistance, strength and overall performance. 300130.84 I 12/18/2020 Page 2 of 9 FIBERGLASS-REINFORCED MANHOLE LINERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.84 FIBERGLASS-REINFORCED MANHOLE LINERS ii. Mixing lots of resin from different manufacturers or"off-lotting" of resins shall not be permitted. iii. Non-pigmented resin is required to allow for a light color of manhole surface in order to facilitate interior inspection from at grade. iv. If UV inhibitors are to be utilized, they shall be added directly to resins to prevent photodegradation. For a UV inhibitor, the resin on the exterior surface of the manhole liner shall have gray pigment added for a minimum thickness of 0.125- inches. (b) Fillers /Additives i. Fillers and additives, when used, shall be inert to the environment and the manhole liner construction. ii. All particulate additives used in filament wound components shall be pre-blended with resin using a high shear mixer to assure complete wetting of particulate surfaces. Pre-blending of particulate additives shall result in a homogeneous colloidal mixture (suspension) with additives evenly dispersed and suspended throughout the resin prior and during use. iii. Manhole liner components manufactured using the filament winding process shall contain no sand. iv. Additives such as thixotropic agents, catalysts, promoters, etc., may be added to meet the requirements of ASTM D3753. Calcium carbonate mixed by the fabricator shall not be permitted. (c) Interior Surfacing Material i. The interior surface shall be resin rich with no exposed fibers. The surface shall be free of crazing, de-lamination, blisters larger than 0.5- inch in diameter and wrinkles of 0.125-inch or greater in depth. ii. Surface pits shall be permitted if they are less than 0.75-inch in diameter and less than 0.0625-inch deep. Voids that cannot be broken with finger pressure and are entirely below the resin surface shall be permitted if they are less than 0.5-inch in diameter and less than 0.0625-inch thick. iii. Indentations or other shape imperfections that will not affect performance are allowed. (c) Exterior Surface i. The exterior surface shall be relatively smooth with no sharp projections. Handwork finish is acceptable if enough resin is present to saturate all fibers and eliminate fiber show. ii. The exterior surface shall be free of blisters larger than 0.5-inch in diameter, de-lamination or fiber show. iii. Indentations or other shape imperfections that will not affect performance are allowed. 300130.84 I 12/18/2020 Page 3 of 9 FIBERGLASS-REINFORCED MANHOLE LINERS 1 SPECIAL SPEC( (CATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 33 01 30.84 FIBERGLASS-REINFORCED MANHOLE LINERS (e) Reinforcing Materials (1) Reinforcing materials shall be commercial Grade "E" type glass in the form of mat, continuous roving and chop roving, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. (g) All membrane curing compound shall conform to the provisions of TxDOT's DMS-4650, "Hydraulic Cement Concrete Curing Materials and Evaporation Retardants." B. Production (a) Wall Construction After the inner layer has been applied, the manhole liner wall shall be constructed using a chop and continuous strand filament wound manufacturing process to ensure continuous reinforcement and uniform strength and composition. Each layer of glass laminate shall be mechanically roller compacted to remove entrapped air and thoroughly saturate the glass laminate with resin prior to adding another layer of glass reinforcement. iL The cone section, if produced separately, shall be affixed to the barrel section at the factory with a resin-glass reinforced laminate joint resulting in a one-piece unit. Seams shall be fiberglass laminated on the outside using the same glass-resin jointing procedure. iii. Should field joints be required, they shall be performed by the Manufacturer, its agent or qualified third-party. (b) Laminate shall consist of multiple layers of glass matting and resin. The surface exposed to the wastewater environment shall be resin-rich and shall have no exposed fibers. (c) Rings and Covers shall conform to the requirements of Section 503- Frames, Grates, Rings and Covers. (c) Throat rings shall be made of reinforced concrete and have a maximum thickness of 2 inches. The internal diameter shall match that of the ring and cover's opening. A minimum of two and a maximum of four throat rings may be used at each manhole liner installed. Concrete shall conform to the provisions of Section 403 - Concrete for Structures. Concrete throat rings are to be used in conjunction with a UV stabilized polyethylene liner. I/I barrier must meet the following ASTM standards: 1. ASTM D790/1505 Density of Polyethylene Materials ii. ASTM D1238-10 Melt Flow index iii. ASTM 638-10 Tensile Strength @ Yield (50 mm/mm) i .. ASTM 790-10 Flexural Modulus ASTM 648-07 Heat Deflection Temperature @IGEPAL v . ASTM 1693-12 EsCR, 100% IGEPAL / 10% IGEPAL 300130.84 I 12/18/2020 Page 4 of 9 FIBERGLASS-REINFORCED MANHOLE LINERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.84 FIBERGLASS-REINFORCED MANHOLE LINERS (e) Marking and Identification: Each manhole liner shall be marked on the inside and the outside with the following information: i. Manufacturer's Name and / or Trademark ii. Manufacturer's Factory Location iii. Total Manhole Liner Depth C. Configuration and Dimensions (a) Manhole liners shall be a circular cylinder, reduced at the top to a circular manway not smaller than 30 inches (inside diameter). The manway reducers (cones) shall be concentric with respect to the centerline of the manhole riser section. (b) Manhole liners shall be produced in whole foot increments of length +/- 2 inches. Nominal inside diameters shall be 42-inches. (c) The minimum wall thickness for all manhole liners (all depths) shall be 0.50-inches. Design thickness shall be sufficient to withstand all dead and live loads imposed on the manhole for the project conditions. (c) The maximum vertical height of the diameter adjustment section or cone shall be 36 inches. PART 3 EXECUTION A. Construction (a) Manhole liners shall be constructed of materials and workmanship as prescribed by these specifications, at such places shown in the contract documents and in conformity with the typical details. (b) Place manhole under bypass pumping in accordance with Special Specification SS1540 Bypass Pumping. (c) Fiberglass manhole liners must be installed according to the Fiberglass Manufacturer's installation instructions. In addition to these instructions, local codes may apply and should be consulted as applicable in manhole liner installation. (c) The invert and bench area shall be formed with wet concrete and finished with an epoxy sealant. B. Factory Testing (a) All required ASTM D3753 testing shall be completed and records of all testing shall be kept and copies of test records shall be presented to customer upon formal written request within a reasonable time period. (b) Load Rating i. The complete manhole liner shall have a minimum dynamic-load rating of 16,000- pounds when tested in accordance with ASTM D3753. To establish this rating, the complete manhole liner shall not leak, crack, or suffer other damage when load tested to 40,000-pounds and shall not 300130.84 I 12/18/2020 Page 5 of 9 FIBERGLASS-REINFORCED MANHOLE LINERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.84 FIBERGLASS-REINFORCED MANHOLE LINERS deflect vertically downward more than 0.25- inch at the point of load application when loaded to 24,000-pounds. (c) Stiffness i. Pipe stiffness (ASTM D2412) may be physically tested or calculated using the following formula: PS = (EI) / (0.149r3) Per ASTM D3753, each manhole cylinder shall have the minimum pipe stiffness shown in the table below when tested in accordance with ASTM D3753: Depth (feet) FlAY (psi) 6 or less 0.72 6+tol2 1.26 12+to 20 2.01 20+to 25 3.02 (c) Chemical Resistance . Flexural strength, flexural modulus and barcol hardness are to be plotted versus time on log-log coordinates per ASTM C581 and ASTM 3753. The line defined by these points is extrapolated to 100,000 hours. The minimum extrapolation retention allowed for any of these properties is 50%. Test samples used are to be actual pieces of manhole liner or samples manufactured in a manner consistent in every way with the manhole liner component construction (e) Physical Properties . Manhole riser sections shall have the following physical properties (minimum). All tests shall be performed as specified in ASTM D3753. Hoop Axial Direction Direction Tensile Strength (psi) 18,000 5,000 Tensile Modulus (psi) 0.6 x 106 0.7 x 106 Flexural Strength (psi) 26,000 4,500 Flexural Modulus (psi) 1.4 x 106 0.7 x 106 Compressive (psi) 18,000 10,000 C. Unlotiding, Storage and Handling (a) Contractor shall inspect manhole liners upon arrival to jobsite, ensuring that manholes have arrived undamaged. Manufacturer shall be notified of any damage immediately upon discovering. Manhole liners shall be unloaded in accordance with the Manufacturer's recommendations and requirements. Under no circumstances shall such material be dropped. 3001 30.84 I 12/18/2020 Page 6 of 9 FIBERGLASS-REINFORCED MANHOLE LINERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.84 FIBERGLASS-REINFORCED MANHOLE LINERS (b) All manhole liners are subject to inspection by the Owner or Engineer. Material found to be defective due to manufacture or damage in shipment shall be rejected and removed from the job site(s). (c) The Contractor shall avoid storing manhole liners on rocks, uneven ground or other surface that may cause point loading or damage. Manhole liners with a height-to- diameter ratio greater than 2:1 shall be stored in horizontal position prior to use. Manhole liners shall not be stacked upon one another. The interior of all manhole liners shall be kept free from dirt or foreign matter at all times. Manhole liners shall be stored in accordance with the Manufacturer's recommendations and requirements. (c) Manhole liners shall not be dropped or impacted in a manner that may be detrimental to the units. Manholes may be lifted using a forklift or nylon / textile sling wrapped around the main body of the manhole liner. Use of chains or cables in contact with the manhole liner surface is prohibited. Manhole liners shall be unloaded from trucks one at a time. Manhole liners shall be handled in accordance with the Manufacturer's recommendations and requirements. D. Installation (a) The Contractor shall not alter the design or construction of the manhole liner without notification of the Manufacturer and the Manufacturer's written consent. Only the Manufacturer and its designated agents may alter design or construction of manhole. (b) The Contractor shall confirm depth of host manhole from rim to top of bench prior to excavation of the host manhole cone. The manhole liner length shall be of sufficient length to provide the proper rim elevation after being placed on host manhole's bench. (c) The Contractor shall remove the host manhole cone to expose the full diameter of the host manhole. The Contractor shall assure proper circumference clearance of manhole liner by lowering into host manhole prior to trimming liner to proper length. (c) The Contractor shall clean the existing bench, trough, and manhole walls prior to installing the liner. The Contractor shall remove and dispose any debris or loose concrete, the surface is to be clear of loose aggregate and of a uniform surface. (e) After the Contractor has confirmed sufficient fit and length of manhole liner, the Contractor shall measure the centerline location and outside diameters of all pipe penetrations. The Contractor shall trim the manhole liner to sufficient length to reach the proper rim elevation. The Contractor shall take into consideration any concrete grade rings to be used. The Contractor shall trim manhole liner for all pipe penetrations at the proper centerline locations. For internal drop connections, Inserta-Tee connections (or equal) shall be used to seal around the incoming pipe. The Contractor may wish 300130.84 I 12/18/2020 Page 7 of 9 FIBERGLASS-REINFORCED MANHOLE LINERS SPECIAL SPEC F1CATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.84 ' FIBERGLASS-REINFORCED MANHOLE LINERS to consider using masonry or carbide tipped cutters to cut and trim manhole liner. The Contractor shall use OSHA approved eye protection and dust mask while cutting and trimming the liner. (1) ; The Contractor shall place a ring of uncured grout along the circumference of the host manhole bench (and over crown of pipe penetrations at invert) of sufficient strength, width and thickness to provide a bulkhead seal along the bottom of the manhole liner. (g) The manhole liner shall be lifted by placing a textile sling around liner or by placing a 4"x4" timber of sufficient length to internally span across manway, attaching a sling to the timber and lifting. Steel cables or chains shall not be wrapped around the manhole liner for lifting and handling. Contractor shall carefully lift the manhole liner and lower the liner into host manhole in a controlled manner. The manhole liner shall be centered within the host manhole to create equal annular space around manhole liner. The bottom edge of the manhole liner shall be carefully pressed down into uncured grout ring on the existing bench. Excess grout on the interior of the manhole liner shall be troweled smooth around circumference of liner to assure no gaps exist between the bottom of manhole liner and the bench surface. Small amounts of additional grout may be required to seal gaps around pipe penetrations at the invert. Wooden wedges may be placed at the top of the annular space (three (3), recommended minimum) and evenly spaced to maintain a center position and prevent teetering of the manhole liner during grouting. Wooden wedges shall be placed by hand only and shall not be hammered into place. Internal drops shall be reconnected prior to annular grouting. (h) The Contractor shall allow the grout bulkhead, at bottom of manhole liner, to cure to sufficient strength to prevent flowing or yield due to annular grout pressure. Annular grout shall be poured in lifts no greater than 12" around the manhole liner and be distributed evenly prior to adding more grout. The Contractor shall ensure that equal pressure is maintained on all sides of the manhole liner and that the manhole liner is not subjected to unbalanced external grouting loads. The annular grout shall have a minimum compressive strength of 300-psi. The grout shall be poured to the top of the host manhole riser. 0) Any manhole liner extending above and beyond the host manhole shall be backfilled with select native material or#67 (�" to 1") crushed aggregate. The backfill material shall be placed in 12-inch lifts (max) and compacted to 90% Standard Proctor Density. The backfill shall be distributed evenly around the manhole for each lift and compacted evenly prior to the following lift. Care should be taken to prevent the placement of large clods, cobbles, frozen soil, and organic matter against the manhole liner. The top of the cone shall be clean and free of debris prior to placing concrete grade rings onto manhole. Concrete grade rings shall be carefully 300130.84 I 12/18/2020 Page 8 of 9 FIBERGLASS-REINFORCED MANHOLE LINERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.84 FIBERGLASS-REINFORCED MANHOLE LINERS lowered over the fiberglass neck (chimney) and onto the top of the cone, in a controlled manner, so as not to cause damage to the manhole and manhole liner. For AASHTO H2O traffic rated manholes, a minimum 4-inch thick concrete grade rings shall overhang shoulder of fiberglass grade ring platform by 1-inch. Butyl mastic sealing material shall be placed between manhole, grade rings and cast iron ring to prevent the infiltration of ground water. Cast iron ring and cover may be placed directly on top of cone for non-traffic rated manholes. Grade rings, ring and cover shall be placed over the fiberglass neck (chimney) and onto the fiberglass support plate in a manner that evenly distributes loading. No loading shall be placed onto the fiberglass neck. (lc) Any damage to manhole liners shall be reported to the Manufacturer. All repairs shall be performed by the Manufacturer, its agent or qualified third- party (with the Manufacturer's written consent). E. Field Inspection (a) After installation, each manhole liner shall be visually inspected for inflow/ infiltration. The Contractor shall correct any inflow/ infiltration at no additional cost to the Owner. If the manhole liner fails three (3) consecutive visual inspections, then the manhole liner shall be removed and a new manhole liner installed in its place per the requirements herein, at no additional cost to the Owner. PART 4 MEASUREMENT AND PAYMENT A. Fiberglass reinforced manhole liners shall be paid at the Contract Unit Price per vertical foot of depth measured to the nearest 0.1 foot from the bottom of the cone to the bottom of the bench embedment required. B. Such payment and price shall constitute full compensation for all labor, tools, materials, equipment and for the performance of all work necessary to complete the manhole liners, excavation, manhole cleaning preparation, concrete base, manhole frame and cover, frame and cover grade adjustment and sealing, waterproofing, concrete masonry, reinforced concrete, backfilling, replacement of any sewers, conduits, disposal of excess material, surface restoration and testing. End of Section 300130.84 I 12/18/2020 Page 9 of 9 FIBERGLASS-REINFORCED MANHOLE LINERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES PART 1 GE ERAL A. Des ription (a) This section includes complete and partial replacement of manholes and the removal and replacement of flattops including excavation, installation, backfilling and surface restoration. PART 2 MA ERIALS A. Precast manhole shall be per City of Round Rock Standard Construction Details. B. Prec:st concrete manholes shall be bell and spigot with "0" ring joints. Man oles and sections shall conform to the requirements of ASTM C-478 and shall be as specified in this section and in Construction Drawings. C. All c.mplete replacement manholes shall have watertight frame and cover, with a mini urn 30-inch clear opening, as manufactured by East Jordan Iron Works (as per detail in Construction Drawings). D. Exte for surfaces of manhole sections shall be coated with two mop coats of coal tar e'oxy paint, Kop Coat "Bitumastic Black Solution", Tnemec, "46-450 Heavy Tne ecol", or equal. Dry film thickness shall be a minimum of 14.0 mils per coat. Rec•ating shall be done in accordance with manufacturer's recommendations. E. All n;w manholes can have the antimicrobial additive ConShielde in place of coati g the manhole. F. Ope l ing for each connecting pipe shall be circular with a compression type flexi le rubber gasket cast integrally into the manhole wall. Flexible gaskets shall be m-nufactured in accordance with rubber joint specification ASTM C 923 and shall meet the performance and test requirements of ASTM C 425 for com«ression joints. Flexible gaskets shall include a coupling with 0-Ring Gasket, A-Lo , Presswedge, or equal. G. Pref.rmed and trowelable bitumastic joint sealants shall be EZ-STIK, or equal. The inimum dimension of preformed material shall be one-half(1/2) inch squa e. Precast concrete grade adjustment rings shall conform to the requirements of ASTM C-478 and shall be one continuous structure. To acco modate steep surface grades, non-uniform precast adjustment rings may be manufactured so that they are two-inches deep on one side and three-inches deep on the opposite side. In no instance may any non-uniform precast adju tment rings be less than two- inches thick or be of multiple piece cons ruction. Adjustment rings of uniform thickness must be at least two inches thick' H. Bac i ill shall be in accordance with City of Round Rock specifications. I. Non- hrink Grout (a) Grout shall be non-shrink in the plastic state and show no expansion after set as tested in accordance with ASTM C 827 and shall develop compressive strength not less than 3,000 psi with a trowelable mix within 24 hours per ASTM C 109. The placement time shall be not less than 45 330130.85 I 12/18/2020 Page 1 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES minutes based on initial set per ASTM C 191. Test results shall be furnished by the manufacturer and submitted to the Engineer. J. Steps (a) Manhole steps will not be allowed. K. Cast-In-Place (Monolithic) Concrete Manholes (a) The design of standard manholes shall be per the Complete Manhole Replacement Detail Drawings and per City of Round Rock Specifications. Shallow manholes shall be constructed as detailed on the Drawings and per City of Round Rock Specifications i. Pipe extending from the manhole shall be cradled in concrete to the first pipe joint in the same pour as the manhole foundation. Embedment of reinforcing steel shall extend not less than twenty (20) bar diameters into manhole base. ii. A minimum of six (6) inches rock cushion shall be used beneath manhole foundations. Where trench has been over excavated, the void created shall be completely filled with a rock cushion to the underside of the manhole base. iii. In the event that ground water is present during the pouring of a cast-in- place manhole foundation, a pump shall be used to remove the ground water. Prior to pouring, the subgrade shall be stable, free from muck and groundwater. After the concrete foundation has been placed, the pump shall continue to run for at least two (2) hours to enable the concrete to obtain its initial set. iv. Cast-in-place concrete manholes shall have an inside diameter at the base of five (5') feet and an inside diameter at the top of the concentric cone section of not less than thirty (30") inches unless specified otherwise herein. The manhole shall have a minimum wall thickness of 8-inches (8") for five (5') feet diameter manholes and shall be smooth having no form marks on the interior wall or exterior wall of the manhole exceeding one-quarter (1/4") inch in depth. Concrete used for the manhole barrel and cone section shall be a minimum compressive strength of 4000 psi at 28 days, with a slump of five (5") inches to seven (7") inches during the placement. Concrete shall not be so dry as to cause extensive honeycombing. During the placement of the concrete in the manhole barrel forms, thorough vibrating shall be completed at two (2') foot intervals. If cold joints are necessary because of a time lapse of more than one hour between placements, then a concrete bonding adhesive shall be applied to the existing concrete. A concrete collar at least four (4") inches thick shall extend a minimum of eight (8") inches above and below the new joint around the outside of the manhole. If honeycombing of the barrel of the manhole is found to be present after 33 01 30.85 I 12/18/2020 Page 2 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.85 I COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES removal of the forms, such honeycombing shall be repaired as directed by the Owner's Representative. Any form marks on the inside wall shall be smoothed and grouted as directed. Curing compounds or covers may or may not be used at the option of the Contractor to protect the concrete to prevent cracking during the curing process and to protect the manhole during freezing temperatures. The manhole shall not be backfihled for at least two (2) working days after forms have been removed or a minimum of three (3) working days after the concrete has been placed. Reinforcing steel used in design of reinforced manhole foundations shall conform to ASTM A 615, Grade 60, deformed bars. v . Welded steel wire fabrics for cast-in-place manholes shall conform to ASTM 185. vi . Manholes bases shall be integral cast. The diameter of the integral base pad shall be eight (8) inches greater than outside diameter of the manhole. vii . Base slab depth and 3/4" washed rock gravel depth shall be minimum as shown in the standard details, but in all cases, base slab shall be designed for H-20 loading, plus earth load at 130 p.s.f. L. Shallow manholes shall be constructed at locations in the sanitary sewer system where depths are less than four feet, or as directed by the Engineer. Shallow manholes shall be constructed from 4000 psi reinforced concrete formed in place as detailed in the Construction Drawings. M. Fiberglass Reinforced Manholes shall be in accordance with Special Specification 33 01 30- Fiberglass Reinforced Manholes. N. Precast Concrete Manhole Sections (a) Manholes shall conform to ASTM C 478 and as specified herein. Additions to ASTM C 478 for corrosion resistant concrete is needed to resist microbiologically induced corrosion (MIC). (b) Wall thickness shall be minimum 6" for all precast sections for 4' diameter manholes and 8" for 5' diameter manholes. (c) � Reinforced concrete flattop sections shall have a minimum 30-inch diameter opening and be a minimum eight inches thick in non-traffic areas and a minimum ten inches thick in traffic areas (designed for HS-20 loading). Reinforce flat-top sections with #4 bars at 12-inch centers each way. Tie and place reinforcing steel below the mid-point. The minimum cover over the reinforcement shall be two (2) inches. The top or bottom of the flattop shall be clearly labeled or marked. (c) Openings for each connecting pipe shall be circular with a compression type flexible rubber gasket cast integrally into the manhole wall. Flexible gaskets shall be manufactured in accordance with rubber joint specification ASTM C 443 and shall meet the performance and test requirements of 330130.85 I 12/18/2020 Page 3 of it COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 33 01 30.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES ASTM C 425 for compression joints. Flexible gaskets shall include a coupling with 0-Ring Gasket, A-Lok, Presswedge, or equal. (e) Preformed and trowelable bitumastic joint sealants shall be Kent-seal, Ram-Nek, EZ-STlK, or equal. The minimum dimension of preformed material shall be one-half (1/2) inch square. (I) Do not deliver precast concrete sections to the job until representative concrete cylinders have attained a strength of at least 80 percent of the specified minimum. Inspect precast concrete sections when delivered. Cracked or otherwise visibly defective units will be rejected. (g) The maximum depth of lifting holes shall be no more than one-half the manhole wall thickness. After placement of the manhole, the lifting holes shall be sealed with a non-shrink grout. Qi) Contractor is responsible for verifying all manhole depths and sewer pipe flowlines prior to delivery of precast manholes. The contractor will be responsible for removing and replacing any manhole that is not properly fitted to the sewer grades at the existing site. O. Flattop Sections (a) Manholes may have a flat lid, if approved by the City of Round Rock, being 12-inch thick with a minimum 30-inch opening, as manufactured by Calvert Concrete or approved equal. M.F.G. conforming to ASTM C478, 5000 psi concrete, traffic bearing, and 0-ring joint conforming to ASTM C443. (As per detail in construction plans). PART 3 EXECUTION A. General (a) Install manholes of the respective types at the designated locations with flowlines at elevations to match existing. B. Place manhole under bypass pumping in accordance with Special Specification SS 1540 Bypass Pumping. C. Installation of Fiberglass Reinforced Manholes shall be in accordance with Special Specification 33 01 30- Fiberglass Reinforced Manholes. D. Interior manhole diameters unless otherwise noted shall be 60-inches for pipe between 6-inches and 24-inches in diameter. E. Install frames and covers in accordance with the City of Round Rock Specifications and Detail Drawings in the construction plans. F. Form inverts with mortar material and steel-trowel to produce a dense, smooth finish and shape to form a "U"- shaped channel extending to the crown of the pipe encompassing the full cross section of the connecting pipelines with a minimum diameter of 2.5 feet for TV camera access. Provide smooth transitions for pipes of different sizes, different elevations, and/or at different angles. Also form inverts to provide self-cleaning by sloping normally with a 12H:IV slope. G. Existing Pipe Connections 330130.85 I 12/18/2020 Page 4 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 3301 30.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES (a) 'The replacement of manholes shall include the replacement to the next joint of all existing sewer lines entering the manhole. The sewer lines shall be connected in accordance with this section. Pipe embedment and backfill shall be in accordance with City of Round Rock specifications. H. Pipe tubs (a) Install pipe stubs for future connections at locations, angles, elevations, and of materials as specified or as determined by the Engineer. (b) Install each pipe stub with the bell of the pipe abutting the outside manhole wall, or the joint if other than a bell, as near the manhole wall as is practicable but not more than two (2) feet from outside manhole wall for later connection thereto. I. Pipe (holes at manholes shall be permanently sealed watertight with non-shrink grou after installation of the connecting pipelines. The grout shall provide a smo th transition from the pipe to the manhole wall. J. Con truct connections to existing manholes in conformance with this section. Exca ate around the existing manhole so as not to disturb the manhole. The manhole wall shall be removed for no greater diameter than required to insert new )ipe. Reshape manhole invert and channel to accept the flows from the new pipe. Chip the existing invert to a rough new surface and install a new channel and i ivert the entire side where the new pipe enters. Take care to prevent brick or ofi ier foreign material from entering the existing downstream sewer. Retrieve such debris. After the new pipe is installed, completely fill and render perrranently watertight the void around the new pipe with a non-shrink grout conf rming to the material specifications herein. K. Man ole Adjustments (a) ; Provide new manholes with a maximum of one (1) foot of adjustment ring(s) underneath the casting. Refer to typical manhole detail. Grade ring shall be wrapped with a heat-shrink thermo-plastic material. L. Appl two coats of coal-tar epoxy paint to the manhole exterior. Coating shall be in ac ordance with Manufacturer's recommendation. M. Testi g (a) All new manholes and partial manhole replacement to be vacuum tested in accordance with City of Round Rock Specification 506 Manholes. Concrete testing for poured-in-place manholes consist of a minimum of one slump test and three concrete cylinders per truckload of concrete used for the ', manholes and collars. One cylinder shall be tested for compressive strength at seven days, one at twenty-eight days, and one shall be a spare. All sewer pipes replaced in conjunction with the manhole replacement, including the 5-If section shall be cleaned, televised, and tested to the next manhole. 330130.85 I 12/18/2020 Page 5 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES N. Formwork (a) Vertical concrete surfaces shall be formed. The underside of slabs and beams shall be formed except where the concrete is placed against the ground. Sloping surfaces shall be formed unless otherwise authorized by Engineer. (b) Construct and erect forms so that the concrete will have the shape, line, and grade indicated. Make forms mortar tight and sufficiently rigid to prevent deformation under load. Use an adequate number of waters, stiffeners, and braces to insure straight walls. (c) Formwork, shoring, and bracing design shall meet the requirements of ACI 347. (d) Except as noted, tolerances for formed surfaces shall meet the requirements of ACI 301. Edges of form panels in contact with concrete exposed to view in the finished work shall be flush within 1/32 inch. Forms for plane surfaces shall be such that the concrete will be plane within 1/8- inch in four ft. Leading edges of concrete shall lie within 1/4-inch as measured from a 10-ft template. (e) Provide as-cast smooth form finish for formed concrete surfaces that are to be exposed to view, or that are to be covered with a coating material other than cement plaster applied directly to the concrete. (I) Produce smooth form finish by selecting form material to impart a smooth, hard, uniform texture and arranging them orderly and symmetrically with a minimum of seams. (g) Repair and patch defective areas with all fins and other projections completely removed and smoothed. O. Reinforcement (a) Reinforcing steel shall be placed in accordance with ACI 301 and ACI 318. When concrete is placed, reinforcing shall be free of rust, scale, or other coatings that will affect the bond. Reinforcement shall be accurately placed, adequately supported, and secured in position at intersections with annealed wire not less than 16-ga or with clips. Reinforcement shall be supported to keep it away from exposed surfaces. Nails or other devices shall not be driven into forms to support reinforcement. (b) Provide the following concrete cover unless otherwise shown on the drawings: i. Bottom face of slabs 1 inch ii. Top face of slabs 1 % inch P. Placing Concrete (a) General 330130.85 I 12/18/2020 Page 6 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES i. Do not place concrete until forms have been oiled, reinforcement has been fastened in position, form ties at construction joints have been retightened, and embedments and openings have been placed and anchored. i . Remove and dispose of debris from the space in which concrete is to be placed. (b) Convey concrete from the mixer to the place of final deposit by methods which will prevent separation or loss of materials. The free fall of concrete shall not exceed three feet. (c) Consolidating Consolidate concrete with mechanical vibrating equipment and provide stand by equipment. Apply vibration directly to the concrete. Vibration shall be sufficient to cause flow or settlement of the concrete into place. Apply vibration at the point of deposit and in the freshly placed concrete. It shall be of sufficient duration to accomplish compaction and embedment of reinforcement and fixtures. i . Supplement vibration by forking and spading by hand in the comers and angles of forms and along form surfaces while the concrete is plastic under the vibratory action. Q. Curi g (a) Maintain concrete in a moist condition for seven days after placement. Curing may be by any of the following means: Curing with burlap, cotton, or mats kept continuously wet, or by keeping forms continuously wet. i . Waterproof paper curing. Overlap four inches at seams and seal with tape. ii . Membrane curing by power spraying with a fugitive dye included. Do not use this method on surfaces which will receive a finish treatment of any kind. Submit manufacturer's descriptive data of curing compounds for approval. R. Com•lete Manhole Replacement (a) Manholes designated for complete replacement shall be completely reconstructed using cast-in-place. The existing manhole structure shall be completely removed prior to installation of the new structure. (b) The Contractor shall remove all debris and prevent any material from entering the sewer line. Debris shall be taken to a landfill or dump site approved by the Owner. (c) All sanitary and storm pipe damaged during excavation shall be replaced at no additional compensation unless otherwise noted. 33 01 30.85 I 12/18/2020 Page 7 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 33 01 30.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES (c) Any incoming pipes which are two-feet or more above the outgoing invert elevation shall be equipped with outside drop connections. (e) Complete manhole replacement shall also include replacement of frame, cover, bench/trough, sealing of frame, replacement of sewer line within five (5) lineal feet outside of the manhole, frame and grade adjustments, and surface restoration. Replacement pipe of the 5 If section shall be of the same size as existing pipe. Pipe shall be Schedule 40 PVC meeting ASTM D-3034 for 4-inch pipe, SDR 26 PVC, meeting the requirements of ASTM D-3034 for pipes 6 inches through 15 inches in diameter, and of ASTM F- 794 or ASTM F-679 for pipes 18 inches or larger in diameter. Connection of the 5-LF of new pipe to the existing pipe shall be in accordance with City of Round Rock details. (I) Where determined by the Owner's Representative that a good connection cannot be made, the Contractor will be paid for additional footage outside of the five (5) lineal feet covered by the complete manhole replacement bid item and be paid for at the unit price per lineal foot for additional pipe. (g) All newly constructed manholes shall have a concentric cone per concentric concrete detail in the Construction Drawings. (h) All manhole covers shall be 32-inches in diameter and bolted and gasketed when located outside of pavement unless otherwise specified by the Engineer. S. Partial Manhole Replacement (a) The extent of partial manhole replacement shall be based on the depth of deterioration shown on the rehabilitation schedule. The Owner's Representative shall be notified if additional deterioration exists. The remaining structure shall be capable of supporting the newly constructed portions of the manhole. (b) Excavate the work area to expose the entire depth of deterioration in the existing manhole to a minimum depth of 6-inches below the top of structurally-sound wall. (c) Perform reconstruction to allow easy access to the manhole. No more than 12-inches of depth of precast concrete grade adjustment rings shall be allowed to obtain proper grade. (c) Seal manhole joints in accordance with Section 33 01 30.88- Sealing of Manhole Frame and Grade Adjustments. (e) Precast concrete corbel, or barrel sections may be used as necessary. The diameter of the sections shall be consistent with the existing remaining structure. Place a flattop section on existing manhole structure prior to setting sections. Flattop sections shall not overhang existing manhole structures by more than 6 inches. If the clearance from the underside of the proposed flattop to the manhole invert is less than 4 1/2 feet, the manhole shall be completely replaced. 330130.85 I 12/18/2020 Page 8 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES (1) Precast concrete corbel, or barrel sections may be used as necessary. The diameter of the sections shall be consistent with the existing remaining structure. Place a flattop section on existing manhole structure prior to setting sections. Flattop sections shall not overhang existing manhole structures by more than 6 inches. If the clearance from the underside of the proposed flattop to the manhole invert is less than 4 1/2 feet, the manhole shall be completely replaced. (g) Remove and dispose any debris in any manhole which has had work performed on it. T. Flattop Replacement (a) Existing flattops found to be defective shall be replaced. (b) Excavate the work area to expose the entire depth of the existing flattop to a minimum depth of 6 inches below the top of the flattop. (c) Perform reconstruction to allow easy access to the manhole. No more than 12 inches of depth of precast concrete grade adjustment rings shall be allowed to obtain proper grade. (c) Seal flattops in accordance with Section 33 01 30.86C - Sealing of Manhole Frame and Grade Adjustments. (e) Flattop replacement shall include excavation, replacement of frame, cover, sealing of frame, frame and grade adjustments, and surface restoration. (I) Remove and dispose any debris in any manhole that has had work performed on it. U. Shallow manholes shall be constructed at locations in the sanitary sewer system where depths are less than four feet, or as directed by the Engineer. Shallow manholes shall be constructed from 4000 psi concrete. V. Backfilling (a) Backfill under pavement areas shall be in accordance with the City of Round Rock specification 201 Subgrade Preparation and 210 Flexible Base. Contractor shall match the thickness of the existing flexible base layer, but in no case shall put back less than 8-inches of compacted flexible base. (b) Backfilling in non-pavement areas and below pavement subgrades shall be in accordance with City of Round Rock specification item 506 Manholes. W. Surface Restoration i. Surface restoration in paved areas shall match the existing surface material either HMAC or Concrete and shall be in accordance with City of Round Rock specifications 340 Hot Mix Asphalt Concrete Pavement or 360 Concrete Pavement. Thickness of HMAC restoration shall match existing but not be less than 3" of HMAC Type C. Thickness of concrete restoration shall match existing but not be less than 8" and shall be 330130.85 I 12/18/2020 Page 9 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES reinforced with No. 4 bars at 12" on center each way and include No. 6 by 30-inch smooth dowels at 12" spacing into the existing pavement. ii. Surface restoration in grass areas shall include 6-inches of topsoil and seeding or sodding of grass type to match the existing grass variety, as indicated in the construction drawings. Repair of any irrigation service lines shall also be included in surface restoration of non-paved areas. iii. Surface restoration in landscaped areas shall include 6" of topsoil and replacement of existing weed barriers, landscape plants and material with the same quantity, type, variety and size of the plants removed. Mulch, gravel, compacted granite surfaces, and landscape stones/rocks shall also be replaced in-kind. Repair of any irrigation service lines shall also be included in surface restoration of non-paved areas. PART 4 MEASUREMENT AND PAYMENT A. Only items listed below will be measured for payment. All other costs shall be included in the unit or lump sum prices for the item affected thereby. B. Standard Manhole (a) The manhole depth shall be determined by measuring from top of casting to the invert at the center of the manhole. Payment will be made at the contract unit price for the applicable type, size and depth for each manhole. Such payment and price shall constitute full compensation for all labor, tools, materials, equipment and for the performance of all work necessary to complete the manholes, including removal of existing manhole, excavation, concrete base, manhole frame and cover, frame and cover grade adjustment and sealing, waterproofing, concrete masonry, reinforced concrete, backfilling, replacement of any sewers, conduits, disposal of excess material, surface restoration, and testing. C. Partial Manhole (a) Partial manhole replacement shall be paid at the Contract Unit Price per vertical foot of depth measured to the nearest 0.1 foot from the top of the frame to the bottom of section required to be replaced. (b) Such payment and price shall constitute full compensation for all labor, tools, materials, equipment and for the performance of all work necessary to complete the manholes, including removal of existing manhole, excavation, concrete base, manhole frame and cover, frame and cover grade adjustment and sealing, waterproofing, concrete masonry, reinforced concrete, backfilling, replacement of any sewers, conduits, disposal of excess material, surface restoration and testing. D. Flattop (a) Flattop replacement shall be paid at the Contract Unit Price each to be replaced. Such payment and price shall constitute full compensation for all 330130.85 I 12/18/2020 Page 10 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.85 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES labor, tools, materials, equipment and for the performance of all work necessary to complete the manholes, including removal of existing flattop, excavation, sealing of flattop, manhole frame and cover, frame and cover grade adjustment and sealing, waterproofing, concrete masonry, backfilling, surface restoration, disposal of excess material, and testing. E. Addit onal Sewer Pipe (a) ,Additional sewer pipe shall be paid at the Contract Unit Price per linear foot measured to the nearest foot beyond the nearest pipe joint to the point of connection of the existing sewer main. (b) Such payment and price shall constitute full compensation for all labor, materials, equipment, and for the performance of all work necessary to complete the sewer main connection to manholes, including removal of existing sewer main, excavation, concrete encasement, tie-in connection, embedment, backfill, compaction, surface restoration, and testing. F. The ynit Price for complete and partial manhole replacement shall be eligible for 60 p rcent of the bid price after the repair is made, an additional 10 percent is eligi le after testing is complete and an additional 30 percent is eligible after surfa e restoration is complete. End of Sec ion 330130.85 I 12/18/2020 Page 11 of 11 COMPLETE AND PARTIAL REPLACEMENT OF MANHOLES SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.86 REPLACEMENT OF MANHOLE FRAME AND GRADE ADJUSTMENTS PART 1 GENERAL A. Description (a) This section includes replacement of existing defective manhole frame grade adjustments and the installation of new adjustments where existing manholes must be raised. Manholes designated for replacement of frames are listed in the construction drawings. Installation of new adjustments where existing manholes must be raised will be designated by the Engineer. Materials designated for shallow manhole construction are given on the Construction Drawings. PART 2 MATERIALS A. Precast Concrete Adjustment Rings (a) Precast concrete grade adjustment rings and flattops shall conform to the requirements of ASTM C-478 and shall be one continuous structure. To accommodate steep surface grades, non-uniform precast adjustment rings may be manufactured so that they are two-inches deep on one side and three- inches deep on the opposite side. In no instance may any non- uniform precast adjustment rings be less than two-inches thick or be of multiple piece construction. Adjustment rings of uniform thickness shall be at least two inches thick. (b) The replacement precast grade adjustments shall provide a structural capacity equal to or greater than the existing or specified manhole frame and shall not affect the opening size or surface appearance. (c) Cracked or multiple piece precast concrete grade adjustment rings will not be accepted. PART 3 EXECUTION A. Existing Grade Adjustment Rings (a) Existing grade adjustment rings constructed of precast concrete may be reused provided they are not cracked and are in otherwise good condition. (b) Existing frame grade adjustments that are constructed of brick, block, or materials other than precast concrete rings shall be replaced. B. Seal frame and grade adjustments in accordance with Section 33 01 30.88 - Sealing of Manhole Frame and Grade Adjustments. PART 4 MEASUREMENT AND PAYMENT A. Payment shall be made as shown in the Bid Form. End of Section 330130.86 I 12/18/2020 Page 1 of 1 REPLACEMENT OF MANHOLE FRAME AND GRADE ADJUSTMENTS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 33 04 30.87 REPLACEMENT OF MANHOLE FRAMES AND COVERS PART 1 GENERAL A. Description (a)This Section includes replacement of manhole frames and covers and the installation of watertight manhole inserts. Manholes designated for partial fame and cover replacement are listed in the Construction Drawings. PART 2 MA ERIALS A. Refe ce City of Round Rock Standard Construction Detail WW-07 and VVW- 08 fo' manhole frame and cover requirements. B. Fra yes (a) F ame material shall be cast iron, gray iron or ductile iron conforming to ATM A 48-83, Class 35 or better. The frame shall exhibit a tensile s Tength of not less than 35,000 psi. (b) F ames for standard manholes shall be East Jordan Iron Works or a'proved equal and replaced with same size existing frame unless o herwise specified by Engineer. (c) Baring surfaces between the ring and cover shall be machine finished or g ound to assure non-rocking fit in any position, and interchangeability. C. Cov;rs (a)T e replacement cover shall form a water-resistant seal between the fr:me and manhole cover surface. The cover shall have concealed pick h.les and a machined bearing surface on the bottom of the casting. The ever shall conform to ASTM A 48-83, Class 35 or better, for Gray Iron. T e covershall have a tensile strength of 35,000 psi. (b) A typical standard manhole cover design shall be as shown in standard dtails. For partial manhole replacement, cover shall be replaced with s:me size as existing, unless otherwise specified by the Engineer. (c) rovers shall set flush with the rim of the frame and shall have no larger t an a 1/8-inch gap between the frame and cover. (d) Bearing surfaces shall be machine finished. D. Bolts For Bolt Down Covers (a) Materials and Design i. The bolts for bolt down covers shall be ASTM A325 or better. They shall meet the manufacturer's recommendations as replacement bolts for the existing frame and cover. 330130.87 I 12/18/2020 Page 1 of 3 REPLACEMENT OF MANHOLE FRAMES AND COVERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 33 04 30.87 REPLACEMENT OF MANHOLE FRAMES AND COVERS (b) Installation i. The bolts shall be installed as per the manufacturer's recommendations for the required ft/lbs of torque for tightening. ii. All existing female bolt threads shall be thoroughly cleaned and those deemed as deteriorated and unusable by the Engineer shall be re- threaded. iii. All gaskets encountered on bolt down covers shall be replaced. There will be no separate pay item for gaskets. iv. The payment for replacement of bolts for bolt down covers shall include materials, labor and equipment for complete installation and be paid for per each cover. If the existing bolt down frame and cover is determined to be insufficient and cannot be reused, the Contractor shall notify the Engineer. PART 3 EXECUTION A. The contractor shall be responsible for supplying the required material for the replacement of manhole frames and covers, including the unloading, temporary storage, and transporting of the materials. B. The replacement manhole frame shall be compatible with the replacement manhole cover specified insuring a water-resistant seal between frame and cover. C. Seal replacement frames to the existing manhole in accordance with Section 3301 30.;;- Sealing of Manhole Frame and Grade Adjustments. D. Manhole frames that are observed to be cracked, broken, pitted, or contain gaps in the bearing surface preventing a water-resistant seal shall be replaced. E. Remove scrap frames and covers from site. F. Contractor shall clean the existing bolt holes and re-tap if necessary. G. The replacement manhole cover bolts shall be compatible with the existing waterproof manhole cover and frame insuring a water-resistant seal between frame and cover. H. Manhole cover bolts found to be missing but not indicated on the Manhole Rehabilitation Schedule shall be replaced in accordance with this Section, if authorized by the City. I. Manhole frames or covers that are observed to be defective or contain defective threads preventing a water-resistant seal shall be replaced in 3301 30.87 I 12/18/2020 Page 2 of 3 REPLACEMENT OF MANHOLE FRAMES AND COVERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 33 04 30.87 REPLACEMENT OF MANHOLE FRAMES AND COVERS acco dance with this Section, or Section 33 01 30.86 - Replacement of Man ole Frame and Grade Adjustments and Section 33 01 30.88-Sealing of M nhole Frame and Grade Adjustments. J. Conti actor shall be responsible for evaluating the condition of the manhole lid g sket, and if found to be defective, the gasket shall be replaced. PART 4 ME SUREMENT AND PAYMENT A. Pay ent shall be as stated in the Bid Form. End of Section II 330130.87 I 12/18/2020 Page 3 of 3 REPLACEMENT OF MANHOLE FRAMES AND COVERS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.88 SEALING OF MANHOLE FRAME AND GRADE ADJUSTMENTS PART 1 GENERAL A. Scope (a) This Section includes the materials required and construction procedures for sealing manhole frames and grade adjustments with surface restoration. Manholes designated for sealing of frame and grade adjustments are listed in the Construction Drawings. PART 2 MATERIALS B. Bitumastic Gasket Material (a) Bitumastic gasket material shall meet or exceed Federal Specification SS- S-21 OA. The material shall show no signs of deterioration for a period of 30 days when immersed in solutions of acid, alkali or saturated hydrogen sulfide. Joints shall show no sagging when tested at 135E for a period of five days. Bitumastic Gasket Material shall be EZ-STIK or approved equal. Trowelable bitumastic material shall be GS-702 compound or equal. C. Precast Grade Adjustments and Flattops shall be as specified in Section 33 01 30.88 - Replacement of Manhole Frame and Grade Adjustments. D. Concrete Bonding Agent (a) Bonding agent shall be Acryl#60 as manufactured by Thuro-Seal Company or approved equal. E. Portland Cement Concrete (a) Portland Cement concrete shall have a minimum compression strength of 3000 psi at 28 days, no less than 5 sacks of cement per cubic yard, and shall conform to ASTM C 94, Alternate 3. Reinforcement shall be 6" x 6" No. 4 x No. 4 Woven Wire Fabric. No. 4 dowel bars shall be provided on 3- foot centers, each side. Minimum length of extension into existing base shall be 12 inches. F. Quick Setting Mortar (a) Acceptable Manufacturers: Hyperform as manufactured by Quadex or approved equal. G. Polyethylene (a) Minimum thickness of 4 mils. H. Backfill shall be in accordance with City of Round Rock specifications. I. HMAC shall be in accordance with City of Round Rock specifications. PART 3 EXECUTION A. Excavation 330130.88 I 12/18/2020 Page 1 of 3 SEALING OF MANHOLE FRAME AND GRADE ADJUSTMENTS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.88 SEALING OF MANHOLE FRAME AND GRADE ADJUSTMENTS (a) Nonpaved Areas - Excavate adjacent to the manhole to expose the entire frame to a minimum depth of 6-inches below the top of the structurally sound structure. Limit excavation to a 6-foot by 6-foot work area. The sides of the trench shall not deviate from the vertical for more than 1/2 inch for each foot of depth. (b) Paved Areas- Make a square or rectangular full depth sawcut and remove the pavement by breaking out from the sawcut toward the manhole to avoid breaking the frame. Do not use pavement breaking equipment in the sawcut. Frames broken during excavation shall be replaced at the Contractor's expense. Excavate the work area to expose the entire frame to a minimum depth of 6-inches below the top of the structurally sound structure. B. Sealing Procedure (a) Remove manhole frame from the manhole structure. Separate and observe the condition of the grade adjustments. If the grade adjustments are loose, deteriorated, broken, or show structural defects replace them in accordance with these Specifications. Replace adjustments that are constructed of brick, block, or materials other than precast concrete rings with precast concrete rings, or where necessary, and approved by the Owner's Representative, a precast flattop section. Precast concrete and rubber rings, or a precast concrete flattop section will be the only adjustments allowed. (b) Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed with an application of a quick setting hydraulic cement to provide a smooth working surface as thin as possible. (c) If the inside diameter of the manhole is too large to safely support new adjustments or frame, then a flattop section shall be installed. (c) Joint surfaces between the frame, adjustments, and cone section shall be free of dirt, stones, debris, and voids to ensure a watertight seal. Place a flexible gasket joint material, minimum 1/2-inch-thick, in two concentric rings along the inside and outside edge of each joint. Position the butt joint for each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Owner's Representative may be used to obtain final surface elevation of the manhole frame. If minor elevation adjustment is required to match the existing pavement surface, quick setting mortar such as Hyperform as manufactured by Quadex, or approved equal shall be used to adjust the elevation. C. Backfihling 330130.88 I 12/18/2020 Page 2 of 3 SEALING OF MANHOLE FRAME AND GRADE ADJUSTMENTS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION 330130.88 SEALING OF MANHOLE FRAME AND GRADE ADJUSTMENTS (a) Backfill under pavement areas shall be in accordance with the City of Round Rock specification 201 Subgrade Preparation and 210 Flexible Base. Contractor shall match the thickness of the existing flexible base layer, but in no case shall put back less than 8-inches of compacted flexible base. (b) Backfihling in non-pavement areas and below pavement subgrades shall be in accordance with City of Round Rock specification item 506 Manholes. D. Surface Restoration (a) Surface restoration in paved areas shall match the existing surface material either HMAC or Concrete and shall be in accordance with City of Round Rock specifications 340 Hot Mix Asphalt Concrete Pavement or 360 Concrete Pavement. Thickness of HMAC restoration shall match existing but not be less than 3" of HMAC Type C. Thickness of concrete restoration shall match existing but not be less than 8" and shall be reinforced with No. 4 bars at 12" on center each way and include No. 6 by 30-inch smooth dowels at 12" spacing into the existing pavement. (b) Surface restoration in grass areas shall include 6-inches of topsoil and seeding or sodding of grass type to match the existing grass variety, as indicated in the construction drawings. Repair of any irrigation service lines shall also be included in surface restoration of non-paved areas. (c) Surface restoration in landscaped areas shall include 6" of topsoil and replacement of existing weed barriers, landscape plants and material with the same quantity, type, variety and size of the plants removed. Mulch, gravel, compacted granite surfaces, and landscape stones/rocks shall also be replaced in-kind. Repair of any irrigation service lines shall also be included in surface restoration of non-paved areas. PART 4 MEASUREMENT AND PAYMENT A. Only items listed below will be measured for payment. All other costs shall be included in the unit or lump sum prices for the item affected thereby. End of Section 3301 30.88 I 12/18/2020 Page 3 of 3 SEALING OF MANHOLE FRAME AND GRADE ADJUSTMENTS SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION SS1540 BYPASS PUMPING PART 1 DECRIPTION A This special specification includes by-pass pumping for the flow of was ewater around the section or sections of pipe designated for reh-bilitation and replacement including active services. B. The work covered by this specification consists of furnishing all labor, suprvision, tools, equipment, appliances, and materials to perform all ope rations in connection with pumping of wastewater and wet weather flow. around pipe section(s). The purpose of by-pass pumping is to pre ent wastewater overflows and provide reliable sewer service at all tims. The Contractor shall maintain sewage flow in the construction area in o der to prevent back-up and/or overflow into upstream pipe segments and laterals, adjacent ditches, storm sewers, and waterways. C. Con ractor shall assume full pipe flow. PART 2 DEFINITIONS A By-t ass pumping is the installation and operation of plugs, hoses, piping, and pumps to maintain wastewater flow and prevent backup and overflow. B. By-mass pumping provides continuous wastewater service to the users whit- maintenance or construction operations are in progress by diverting flow when necessary around the construction location and pumping it to a do nstream manhole. PART 3 C•NTRACTOR'S RESPONSIBILITY A. It is,the sole responsibility of the Contractor to locate and identify all exis ing sewer lines and services and to provide any and all labor, mat rial, equipment, techniques and methods to by-pass pump as nec-ssary for his construction methods and to monitor the effectiveness of t is installed system and its effect on adjacent facilities. B. Op:rate, maintain and modify the system(s) as required to conform to this spe, ification. Upon completion of the Construction, Contractor shall rem.ve the system(s). C. Ass me sole responsibility for by-pass pumping systems and for all loss or d:mage resulting from partial or complete failure of protective me.sures and any spills or resultant damage caused by his operation. D. It is the sole responsibility of the Contractor to ensure that by-pass pu .ping operations do not cross, close, reduce, or otherwise impact any stre-ts classified by the City of Round Rock Austin Transportation Criteria Ma ual as "Arterial Streets". SS1540 I 12/ 8/2020 Page 1 of 5 BYPASS PUMPING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION SS1540 BYPASS PUMPING PART 4 MATERIALS A. The pump and by-pass pumping lines shall be of adequate capacity and size to handle peak wet weather flows. All piping, joints, and accessories shall be designed to withstand at least twice the maximum system pressure, or a minimum of 50 psi, whichever is greater. B. Fused high density polyethylene, HDPE or heavy wall discharge hose shall be used. Four-inch and six-inch diameter discharge hose shall be capable of limited traffic driving over the hose for situations where the hose crosses a driveway. Pumps shall be self-priming, in good working order, with a working pressure gauge on the discharge. A back-up pump of the same capacity as the primary pump shall be maintained on site at all times to be used in the event that the primary pump fails. No wastewater shall be allowed to drain or stand in earthen sump pits. C. All pumps shall be equipped with integral sound attenuating enclosures. Sound attenuated pumps shall reduce noise generated by the equipment to a maximum of 70 dBA when measured 30 feet from the pump at 50% throttle. D. Any wastewater back-ups and/or overflows as the result of inadequate equipment are the responsibility of the Contractor. PART 5 SUBMITTALS A. Submittals: Comply with Item 01300"Submittals." B. The Contractor shall provide a written description and plan/sketch for implementation and sequencing of by-pass pumping for review and approval of the Owner's Representative prior to installation of the by-pass system. The plan shall include sufficient detail to show the location, number and size of pumps, the number, location, size and type of hoses and/or rigid piping, and the location of the downstream discharge. Show any special features where pipes or hoses cross roadways, such as temporary trenches, support bridges, etc. A plan for each line segment(s) around which flows are being by-passed is required. The plan shall include but not be limited to details of the following: (a) Project information including the project name, location, and permit number (from plan cover sheet). (b) Contact information for general Contractor/submitting entity shall include the company name, contact person (24hrs/day), phone number(s), and fax number. (c) Staging areas for pumps including a schematic showing the SS1540 I 12/18/2020 Page 2 of 5 BYPASS PUMPING SPECIAL SPEC FICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION SS1540 BYPASS PUMPING arrangement and layout of the pumping and by-passing facilities at various stages in the work. (d) Sewer plugging method and types of plugs. (e) Calculations for selection of by-pass pump and pipe size(s) based on wastewater flows. (1) Length, size, material, location and method of installation of suction piping. (g) Length, size, material, location, method of installation and location of discharge piping and hose. (h) Pump manufacturer model and pump curve. (i) Calculations of static lift, friction losses, and flow velocity, (pump curves showing pump operating range shall be submitted). Downstream discharge plan. (k) Method of protecting discharge manholes or structures from erosion, damage, and unauthorized entry. (1) ', Method of noise control for each pump and expected decibel levels. (m, Any temporary pipe supports and anchoring, if required. PART 6 CO STRUCTION METHODS A The Contractor's efforts shall maintain sewage flow to prevent backup of se age in the collection system with the goal of preventing an overflow onto strets, yards and unpaved areas or into buildings, adjacent ditches, storm se ers, and waterways. Do not divert sewage outside of the sanitary sewer sys hem. The Contractor shall take all necessary steps to prevent flooding of pub ic or private property. Maintaining flow inside the existing pipe during reh ,bilitation operations is preferred. B. Any time the by-pass pump(s) are operating, an experienced operator sha I be on site, or be able to monitor the operation remotely with app opriate alarms set. The operator shall be able to adjust pump speed, val es, etc.; maintain and make minor repairs to the system; and report pro dems. C. Whre work requires by-passing beyond working hours, the Contractor sha I operate by-pass pumping and provide at least 2 attendants for the sys gem for twenty-four (24) hours per day. No overnight bypass pumping is a(lowed without prior approval from the Owner. D. Co tractor shall ensure that no damage will be caused to private property SS1540 I 12/ 8/2020 Page 3 of 5 BYPASS PUMPING SPECIAL SPECIFICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION SS1540 BYPASS PUMPING as a result of by-pass pumping operations. Access to adjacent properties shall be maintained at all times including driveways. Ramps, steel plates, or other methods shall be employed by the Contractor to facilitate traffic over surface piping and hose. High traffic commercial properties may require alternate methods to maintain access. E Contractor shall complete the Work as quickly as possible and satisfactorily pass all tests, inspections, and repair all deficiencies prior to discontinuing by- pass pumping operations and returning flow to the sewer manhole or line segment. F. During by-pass pumping, do not allow sewage to be leaked, dumped, or spilled in or onto any area outside of the existing sanitary sewer system. G. In the event of accidental spill or overflow, immediately stop the discharge and take immediate action to clean up and disinfect the spill. Promptly notify the Owner so that required reporting can be made to the Texas Commission on Environmental Quality (TCEQ) by the Owner. H. If the Contractor does not take immediate or appropriate action to clean up any spill, the City may retain a third party to address the spill, with all costs passed along to the Contractor. I. In the event of accidental spill or overflow, the Contractor is responsible for any regulatory fees associated with the spill and any damages that may have occurred to public or private property including cleaning, disinfection, and other corrections to the satisfaction of the Owner's Representative at no cost to the Owner. J. Contractor shall not intentionally damage, alter, or remove portions of the existing sewer system structures for the purpose of installing a by-pass pumping system without specific approval from the Owner's Representative or Inspector. If a structure is damaged, it shall be reconstructed or replaced to the satisfaction of the Owner's Representative at no additional cost to the Owner. K The Contractor shall be responsible for any and all damage that results directly or indirectly from the interference of storm water runoff to by- passing equipment, piping, and/or appurtenances. L When by-pass pumping operations are complete, piping shall be drained into the sanitary sewer prior to disassembly, and all pumps and lines shall be flushed with clean water until all discharge is clear. M. Flow thru plugs may be used in low flow scenarios. S51540 I 12/18/2020 Page 4 of 5 BYPASS PUMPING SPECIAL SPEC FICATIONS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION SS1540 BYPASS PUMPING PART 7 SC EDUCING A. The Contractor shall report any by-pass pumping activities not included in the .ubmitted plan to the Engineer prior to proceeding with these activities. B. The Contractor shall cease by-pass pumping operations when directed by the owner's Representative. C. The Contractor shall perform leakage and pressure tests of the by-pass pu ping discharge piping using clean water prior to actual operation. The Ow er's Representative will be given a 24-hour notice prior to testing. PART 8 ME°SUREMENT A Bypss pumping set-up, operation, maintenance, and removal for ma hole rehabilitation will be measured per lump sum. PART 9 PA MENT A Pay ent for"Bypass Pumping" will be paid at the unit bid price per lump su , which will include HDPE discharge piping, hose, fittings, and app rtenances, backup pump(s) with power and sound attenuating enc osure of equal capacity. B The unit bid price shall be full compensation for furnishing all labor, equ pment, tools, time, equipment, materials, by-pass pumping road ram.s, fuels, and any incidentals necessary to complete the work. C. The costs for by-pass pumping for all wastewater lines, and active se ices that are connected to the 24-inch wastewater line will be con idered as subsidiary to the indicated "Bypass Pumping" pay items in this specification. End of Se ion SS1540 I 12/18/2020 Page 5 of 5 BYPASS PUMPING APPENDIX A- MANHOLE ASSESSMENT FORMS AND PHOTOS INTRODUCTORY INFORMATION A. Please note that these photos are provided as a reference only. It is the complete responsibility of the Contractor to verify the existing conditions of the manhole prior to bidding and construction. B. Please note that these photos were taken in October 2019. 12/18/2020 APPENDIX A MANHOLE ASSESSMENT FORMS SOUTH ROUND ROCK INTERCEPTOR MANHOLE REHABILITATION AND PHOTOS ScONSULTING &SERVICES, INC. Ae: South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1436022 Bottom of 11.9 ft Trough Depth: Top of 9.9 ft Bench Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Has abandoned 36" DI line and live 24" influent lines • Heav$flow • Flat shelf that has exposed aggregate • Influent interceptor angled downward. Effluent interceptor hidden below bench. MH 1 A,,CAS CONSIJLTING&SER VICES, INC. __ _,...., , . ., . , ,. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: b ij: i 4411,-- lit. �'' `i alifi 4t00 aft , „....ct f,c-,747-lr'- ,,,,,,, : ' - /*'.. Y x. + f' • b. .,A10111/ , H, B ' r MH1 OAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1430602 Depth: 13.0 ft Diameter: 32-inch ring, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 5 manhole possible needed replacement NOTES & COMMENTS: • Manhole recently installed • Coating bubbling at several locations • Hole in coating on N. side • Low flow through manhole • Additional 36" and 24" influent pipes • Concrete platform around lid and ring is undercut all the way to the manhole • Manhole in creek area MH 2 CAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: ,. ;'..f,s, 44., e ...'-`.'' ,4 „. . -, - • , . A'40, ir . ft, .% 4o 7,71,11, I itr . ,. ,e 4 ''....;, ' ..t.ilk 44-4 , ik , 1.s. i . .4 ..,. •...." * .....' . .11111i 4, M H 2 iciLGAS CONSULTING &SERVICES, INC. L. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1430600 Depth: 13 feet Diameter: 24-inch ring, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Heavy/turbulent flow • Strong odor • Coating bubbling • Trough is deteriorated from possible H2S damage • Force main to be filled with grout PHOTOS: vac 1 =x r. , T u M H 3 zEAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1430598 Bottom of 20.9 ft Trough Depth: Top of 18.7ft Bench Depth: Top of 15.4 ft Incoming Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Coating bubbled halfway down wall • Ring needs grouted, 3 of 4 bolts stripped • High flow • Manhole walls not plumb/direct, may make it difficult to size a liner MH 4 CAS CONSULTING &SERVICES, INC. . „ South Round Rock Interceptor Manhole Rehabilitation PHOTOS: a i • • vl M H 4 SAS CONSULTING& SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429779 Bottom of 21.2 ft Trough Depth: Top of 19.3 ft Bench Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Coatipg bubbled slightly at bottom joint on the North side of manhole • Trough degraded • Lid is non-bolted type • Possible FOAG on top of concrete • Rough interior, not plumb/direct MH 5 GAS CONSULTING &SERVICES, INC. ,,‘ L-,,1 Erqr*ozirrN; P--,7 vt•',A: ,-,i. • •A . 1 . South Round Rock Interceptor Manhole Rehabilitation PHOTOS: ,..: ':. ... , . . , .,... ..,...- .- -'''.'-::-,'-' - -•°', _,., _ _:1'.•.-.04 ., ,b ' , . t I oliStiiii • ",,'. •, 4,°V * , . . — 'I ' , __.. .,. ....., 1'..' '. ' "IV, .4.'2,4.11F• --', ' . ,, k „... ..., ,.. M H 5 AzkAS CONSULTING &SERVICES,INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429903 Bottom of 18.8 ft Trough Depth: Top of 16.8 ft Bench Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Coating bulging, gas bubbles • Needs new lid/ring • Odor • There are a lot of bees around this manhole MH 6 CAS CONSULTING&SERVICES,INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: l , r p ,t t �� � fib:, � ' � �; ��` S i ., r �rv. r F'.a .fa,„i'I;',k\'\.-..'a*.„'.,:'-..'-,,,,i:4 c, c. _i .ram Y - '` .3'._ w,1•„,,.,T)-..f.,t.... , , '; { by . 4 . 1- x } • i it f .,11 . •jam ��., ♦�{ �1} ; _ fit) 1 �'Q� !r !, ., 4... a.f4,,,,.': -•,, ., . fi'" -.:11411,,,,..:.:,,,,s,,,,,,,,: '-,;i.-,:..''.`:--':.'.141r11'-':l'i _�*� '� ..p'?t .ako MIDI, n e�; F. "°. ,, .. ., , .... 4itv„ ,:,,--..!.,..., - ,-. ,. ....,::._ .- ' ' 'liii:,.,',, , ,,, , ,..- "v MH 6 CAS CONSULTING &SERVICES,INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429904 Bottom of 17.0 ft Trough Depth: Top of 15.6 ft Bench Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • Manhole in good condition • Straight lined • Low flow MH 7 zsit,,,,AS CONSULTING SERVICES, INC. .,__.,..... South Round Rock Interceptor Manhole Rehabilitation PHOTOS: , i -,`f a t ', y Yy4�Y ..,. ! a ✓ lull y ,�,"��5✓{h,' x j. yr Y ram. i.;- 3 T Nam.: •, N � .Fad _ M H 7 gietC1,AS CONSULTING&SERVICES, INC. r Matwormirl "k rvr! South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1432188 Bottom of 12.8 ft Trough Depth: Top of 10.3 ft, 10.7 ft Bench Depth: Bottom of 11.4 ft, 10.2 ft Bench Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 1 manhole possible needed replacement NOTES & COMMENTS: • H2S damage on wall • Spalling concrete, staining, exposed aggregate M H 8 CONSULTING& INC. Ailtcii,A-S -- South Round Rock Interceptor Manhole Rehabilitation PHOTOS: y -- 104,- ---,.,., '.,'. -.\:- :,.:, Wi" _t ,, ,,,,..,,,,,,r„..,.,.... ...„77-41,,,, .,,,,.,-,, , k„; Yy s• e t �� a' b(�'z ,'.,,,,,,:i 6 R 1. a i' .3_ a + a Y" dig *i.,.,fifikr.#4-,,,, _,. 7, , ,- , ,. ' I ' -i i ' ' ' ,,,,,i,-.4:,,:t,t,..-.-it,,,, ......, ,.., .. , ,,,,„,, ,;.,,,,,,it..., „.,,,,,.,,,,,„„„,...,...4 z,::,,,iii,,,, ,-.,N "`. ' v , ,., 1, "t*,' f-� tea,, p_i�v,�4;'.' ' - *II" k:' ' '''' . -4.- .: 4 ,'k. yk ` Vi, MH 8 „AIMCONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429905 Trough 11.3 ft Depth: Top of 9.5 ft Incoming Pipe: Top of 8.8 ft, 8.7 ft Bench Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2.5 manhole possible needed replacement NOTES & COMMENTS: • Exposed aggregate • H2S damage on N. side on manhole • Staining • Bottom in better condition than the top • Has aj small incoming line with no flow M H 9 Ati, CONSULTING&SERVICES, INC. ____ , ..... South Round Rock Interceptor Manhole Rehabilitation PHOTOS: ,:., 1,,,,,,,oN,i,,,,, ,,,,,,,,..,: ,.,,,, ,„„.., ,,,,,e.‘ ,,..,,,,1,,,.--....$111c, op'-",4-,,,,,,, toot Pik' '')-'4"a,r t',' �` h-, -,fir'+ r +��' ,�•, .:''''' . '.‘':kt, .'' -1;;iii:4'::''''' .''',''''1!.' ' ' ;-&,,i'7,,,,,,i,.„.....,,,:" '',,,...,',..,--i,„,' , • •--,--',42.-- i,•-:,:,..--, ,..• •-•, e .,y7)41,,,,4r:,,,,,,,,,,„,,,, ..,, . '4Y.—: 0',4`.:-.:',',..'.' .' e, ,4, '..i ' ''''„I' 0$4,ii;,;,,, , ,.' '..•. r(Jfr-4i:sk .'i f -"S. t l +�jq',z,,i�.* ` 1 +.. ,,c�+�. •yam--� � \ ....#,T,,i "4 .r— n t ;;: 4 el r 1 l ' n • poi q k n x. R Y • •.� k. 7rF F a J.y. µ;hp I. M H 9 AGAS CONSULTING &SERVICES, INC. 'n i.S`a.;�"w 7',p,;.t+ .. : r_a G> ''S. ;'...e. :,.:.►.1,3i-., re ... South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429906 Bottom of 10.1 ft Trough Depth: Top of 8.3 ft, 8.5 ft Bench Depth: Top of 7.8 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 1 manhole possible needed replacement NOTES & COMMENTS: • H2S damage on wall • Chunks of compost at bottom wall joint • Lid cracked, needs new lid/ring • In back yard of 613 Greenlawn Blvd. • Expo$ed aggregate MH 10 GAS CONSULTING & SERVICES, INC. AeL Lt..L,Xitettflellj PPV9INT South Round Rock Interceptor Manhole Rehabilitation PHOTOS: . ........— .,_, ,.,,..„, ......... ,,,,__ , , - . • . ),_-•' ---,- ''* _,',,_*--4!-•-, i.,„:„.,.‘,,,,,..., ' _, - - ' - •4- , ---:',',:‘., ''',.:'--,,,,, ,:f:,;-,,. '''' '..,..* . ....-..' ,..' ,i)*-' - ' '2 it--.7,-,,1'0-.--,..,'„,-,::,-,-,,,-• ' ,,,„ ' — • - /,'' ' '' '. -'4i,--,-:-",,.::i,:?, ;.--..-- -sr,-• f v!, - ' ..-7[.., 4 — , ; !.... . ,„..4- I -.4,.....:' .4 • ,4:7:''..,_. ,:. • *%' . e . ''''::,., • , 'T ,,, '- • . _ ,. N. N.,. ''' . '''':''1 W 4 401 ... '... • .: _ , c_ b r . . - :1, '' t '' , •1 :11 ' i'• :. ', 114:'.)t'''' •, . * ' k.'' ,,,,k. •s •- • . ..,...."41. t v, ,,.?: , . , - ,L, . „ _ -,,,, .. b • 1,44... ..',-,..-,7-c, -' •'...izik'--0 4 /-.. • ,., , ., ,. # J., •N.- , r, • '. . , . . . - • MH 10 CAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429907 Top of 6.9 ft, 7.2 ft Bench Depth: Bottom of 8.5 ft, 8.3 ft Bench Depth: Top of 7.5 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 1.5 manhole possible needed replacement NOTES & COMMENTS: • Needs new lid/ring (has tab lid), no grout around ring • Concrete spalling, exposed aggregate, hole in the wall • In back yard of 705 Greenlawn Blvd. • Trees and powerlines over the manhole MH 11 C9N§tiL1]NG & SERVICES, INC. : i 4 South Round Rock Interceptor Manhole Rehabilitation PHOTOS: • It, , •:,• . • •.. .-- :., .., , .,i'...:• •' . 1., . - , , ''litt•'#' : 'I. - '''' ' '" ' ,. • .•. . • •. ,..,: .,.•• . , ,, • .,,.. - ' - 1--','-:::::' 4° . -.—- , ' ' ' . ,:r- •''- ' ',1:,',,-.., ' -- -•-,,,_ (A*40' - ,*-." .' . ;.•-:.-....,,.„--, '.,!.1,,,,. 4 .,'-'--.:-,`': - '''''''-',--r ' :t;:::1; '.-' .,,:,,,:,*•11'...‘,--.. ::i,- ,.,,,,, ,.., .. • ... . ,,, 7.*_,,„ :0- . ... ;'.-,,,,, .1,:., .. ..:: . .,.• " , ,, „„,,,,, ..,,,,,,:,_, ? 4 i1,-r.:-. 1,:,•..- . - , - • .., 1 •"• ,,, , * , . . ,.., (,' -11,,,,,,,,.'"'=.,„:.-:,'. , , ,,,;.,...,. ,,,,,,r:.,,,,•,,,,,, ,.,..!„,:,,,. . ,.'c''',,,,,,,,,,:,,'.11),411,4* ' •'''A'''''':'' ' '_',..-,,,•;,,,,'. , i.-,,, - - . -,,,;,. .,,, .„,.,,,,„r,.,, „ „-,,-----,-,,-- , „. ,„..„,,, . t.:,•,:',. a ' •' .. ,,,,,,,,,, -• -ot' , t .,,_,4,„'-z1,.,..-.4,,. 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'- - ,-,, ::f•-:::,..,';*7 ',--' -,'-' .,,,. . , •i-, . :',--w, ,7--e4,1 ...,, „ ,...„...4 0 r' /,. ,. ........i'' ,,,i 1- 11ricor., ,.. -- .: ..„. .., ... -..,,,...:._-- .• z, 4.4:%.),.,.k . i., -.T.::,,,,' - ,. --•- ,:-_ -, _• .,.:, j A _-••.,---, . , iiiiir,z,-.. Fe..., It': . --,-, '-.,,..::. .- • .,: - ,,,-• 7.-'' 41144,' ,:- .:-:' •,:----.' '''''' ..,, , , , , s,.,......, .,.....„- ,..., ....,,,\-e,iipp:.-7....t•il,,‘..,:..•:---,-,..,. ,,y:, ,,,'„i',41v1:..:('--4.:,' •-__ .04".41,,,,7 ,..,'':,.,2:4. .. 'ir:' --, .;:,',,,---:;';',/,./ :..,.! AIL"*:c,,..H.,7.,''''..,,:'-,140,ii.-- '...- - • '-,,':*.'.'--'" `'.. . :'''''".4' ' ' MH 11 CAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429908 Bottom of 9.9 ft Trough Depth: Top of 7.1 ft Bench Depth: Bottom of 8.8 ft, 8.5 ft Bench Depth: Top of 7.6 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • H2S damage on North and East sides of wall • In back yard of 1721 Parkside Cir., owner has three dachshunds • Spa l l i ng, exposed aggregate • Straight through pipe MH 12 4eCAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: a ',:,---f : -x F ' 0. C" , i . IP -,.:,. _ . - $?� � .. �YY T •' t • 11. 1 1 y` k. ``� M' ' N*44,1' s 41' ' ..'4' ". is . ' ,, ,,, 4, i i ,41 1 •* ' ' ' 1 , , '" '',lit-st.?I>i f , ,. t r ,'1 r x los.. ;,- lit.' Mgt"';$ , ,4' ► '► ..,.t .t.,,, , i,,,, .,,&., ,,,,,,,,3ropikTr;*,Pf. - 4 0 n''''..' - *' 'bt Y ifi, '. ''.4' :,,, ' )0,.. ; .'... ti 1': 1•a--‘.,-' '''.4-': ; .4, f'..: , . i,tio#. - .. .4 . , tr ► I,y�-•'J ti:3'. 1 ir { '�ra,yI 1/� 1, ',' , ,. • � �+..� t =� � Y i F x N.,,,,•,,,, ,.. . ..*:\.. . '. .,...,?. . i,,,,;:,,,, „:, Aiti , _ - ' W,iro !#,h,li.ririi- - •.., .: ,,, .; .. . . . 4 ..... •.S ;t • t y r. .... .. _ :-,,,-,,ki.:- ' -'', . ' -'- ' '^1.rt�141' � ' „, V Off•{K L ' ''-'4 f"iCs'-'1'--.. 44i tit'1.* ' '''7.,:tilr— - 'A.Z.#-1""''' ; —; 1., t .1 T k SY�r i SITS } lit I. f >- u L -!{ 1.,,• •' ° mot.' MH 12 GAS CONSULTING &SERVICES, INC. Atte4i -'7,,73fr Mar,s,r-lc! ''.0,1-Jorvrf South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1436050 Bottom of 9.3 ft Trough Depth: Top of 6.2 ft Bench Depth: Bottom of 8.3 ft Bench Depth: Top of 7.6 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Exposed aggregate, concrete degrading • Had a concrete cap at one point, may need recapping—refill trench with concrete MH 13 GAS CONSULTING & SERVICES, INC. ,„yr‘Air,,,y,,,,,,-' South Round Rock Interceptor Manhole Rehabilitation PHOTOS: 11 '.. - 46 , ...., , , . ..„._,, -, -, , .... , -,-, -",...4•••••-.....14,-,..**,....W",,,,-,-.::"-#-" " , , „......„....„...,.....,--- k ..-. •,. ,.. . ;,--'-'_.,..‘z•',1: 4-',,,,4.,,,, '4- ,,•• ' ••',-.,,, It '''' '';'''.•E'2' '. ''' '''''.''- . . '''' '* ‘.:::'...:4:1-'''.° '„';',-, -.•,-i ...lot `i'l,,•• ... , , , .,,,,,;,.„.;. p 40' . "•14:''i*.ii•-'-''-;:ij,f; -:, f,,• , -.,.,! ; ,•,,,--, k .s ..-.--! , 47 ,, •. -' r4P , , - . It-.- • ...t''''':::', • . .,! .> ,s..10, ....... _ ' -'t• 4. •• ' - '. t' ,, :tt....-44'•, .,. ..-*,:, , - . 11- , , • ' ire:, Z 1„,s, ,• 0,,.. -Jir,,: MH 13 CAS CONSULTING&SERVICES, INC. .; Pit ' 'it rap, South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429739 Bottom of 9.3 ft Trough Depth: Top of 6.3 ft, 6.5 ft Bench Depth: Bottom of 7.9 ft, 8.1 ft Bench Depth: Top of 7.4 ft, 7.0 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Aggregate exposed • Concrete degrading, looks like about an inch of concrete probably lost • Staining and spalling MH 14 y'-' '''' '''— tiA,S..,CCONSULTING &SERVICES, INC. L4a South Round Rock Interceptor Manhole Rehabilitation PHOTOS: 4,,,,,,' ''',.:7,,,,,-,-;,,,, - ''''''4":1::' ,— - ' ..�.�' P '_ ,a ,,,,__,, ,- ,,,.--L' as k W :p,,, dy- "''., „ "'4 ' " "�7te " 4w w t ws �- yamMee 1;' �At},": �a w s�aC,2- 3.x.E' x b .m°Tv m; a � .s r• -. ' .,, n '.-''-1'. .:,7'-,...'- t k ,.. _ 1..m,'1.4c,',i'li,' .:5 7 MH 14 AICAS C &SERVICES,INC. $.,. o.'ng lilt a;.*,.-; South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429738 Bottom of 9.2 ft Trough Depth: Top of 6.4ft, 6.6ft Bench Depth: Bottom of 7.8 ft, 8.1 ft Bench Depth: Top of 7.3 ft Interceptor Pipe: Depth of 7.5 ft Flowline of Smaller Line: Depth of 7.5 ft Flowline of Small Line: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement MH 15 ApAS CONSULTING&SERVICES,INC, Ari„, 4 Ft - P1",..T i`11 1' r err 1r?,s.,,..*.4 South Round Rock Interceptor Manhole Rehabilitation NOTES & COMMENTS: • Aggregate exposed, crumbled when prodded • H2S gas, concrete degrading • Trough appeared to be in good shape • High flow • Two smaller incoming lines PHOTOS: r't s } r I a f' f E� r /. 4 ' i , r• ro 1 s rod 4 . i a. 4, ��4. i i .- r 4„,. .,. Yr jam•. r J . ,c M 3.i.,y . „ .,,,, ,,,,,, : , , -, - .� Imo ._ ✓r/11 .' �" - 1. 4 '.It Y. "y! Y.fyy��s ..y�<'��"i!- '•' '� -Y`AvL y: '�l' lei ,-, ,„;......,;_.,,. , .__ , iv.,A,„4..,.,. '''‘t ,,,,,,,,. .• , f:ar , .......111k - - y�ij it ♦'a :•� / � . , 4,44$.I f'..—f;','.'--fe,'':,'''-'- ,p, , ( ,k.,,,,.., 4,,,!....„ . ,,,, ,„ i , . 4., . , , , .."- ,,,....,4 ,,,,4:- ..--., ..1%'-':,, , #4 ,-..!4...-, ,. ,„• „r i♦i a .-, ,,, ,. _ ..v. ,,,,.„: .,, , „„ , ... ...,,. , , ,.,. ;f, ,, ',.\ '3 4,', 4 i,t?I'44'. ' '''...' ' ' '-'.. - • ..• Ver .‘.: =4 '%. 't,:i'-n,ielIN't..,,,.-,----''....'''''-''..,:,.'',—, ' :..'''' ,k, i' } F es*. •-'4"i;!—Iiit• , , ,,1 4 t.1,,v 'te r -.,! ,••"r ti, r ,-,�s .,..„-4,,,,,lit; ,..4: -.,i-iiiik _-,.--,1 ----,- ,..3.---, i " � ' irk ;•E��- ,f. . ;�♦ ;.. +e�.�Y w�� �a*a ,�A" ,... MH 15 CAS CONSULTING&SERVICES, INC. *#=,5i''rw«',•:f, +;'':.•`, .e � ;"ii['f � 4,__n, ff► i' ••f t-.f South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429792 Top of 8.3 ft Trough Depth: Top of 5.2 ft, 5.5 ft Bench Depth: Bottom of 6.2 ft, 7.7 ft Bench Depth: Top of 6.4 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 2.5 manhole possible needed replacement NOTES & COMMENTS: • Aggregate exposed, aggregate crumbles when prodded • Concrete degrading from H2S • Exposed aggregate down in the trough • Located near power lines MH 16 4 ,,, :,- 1,.0t,,,,,,r'r'Trf'' 'T'''''''''''''''4'"'''''''' Aetlb, CAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: 4044'-'",...„,„ '11",,:,..:.:- ''--1' ,•:'''.' '-',,':e . -.---,-.r'''''''''' .."' .,,,.,. ... '''',--.'', ' - 1, ,...., .., , .. ''. . . ' .I 0'.' "'..,,,...._,,,,-.-.,, ••''',,,„'.',' ',,,, ....'„- , ,,..., - , .,,•,,,, ',' '- ,, ' ' '-'''' '' ,„„,. , •,,' , ,, 11,-',4',:,'::::-,.--_,I;W:_,,'-'-':::''' ,s.- - ;,,,,:,„..,,,,,,,,:_-,,if.-•,-. ,571,_,:.„.::-.-'1,',.---: 4,„..... , 4 --- -.- —-. ;- M H 16 CAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429763 Bottom of 13.0 ft Trough Depth: Top of 11.0 ft, 11.0 ft Bench Depth: Bottom of 11.4 ft, 11.4 ft Bench Depth: Top of 11.0 ft Interceptor Pipe: Top ofSmal 11.0 ft Pipe Depth. Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Cond►tion condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2.5 manhole possible needed replacement NOTES & COMMENTS: • Aggregate exposed • Concrete degrading from H2S • Some deterioration MH 17 „AlAS CONSULTING&SERVICES,INC, v South Round Rock Interceptor Manhole Rehabilitation PHOTOS: r 4 **4, MH 17 GAS CONSULTING&SERVICES, INC. i i'!s eZP.fiCr tit,_P•t" t. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1431841 Bottom of 13.4 ft Trough Depth: Top of 10.5 ft, 10.3 ft Bench Depth: Bottom of 12.1 ft, 12.2 ft Bench Depth: Top of 11.2 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Some aggregate visible and exposed • Concrete degraded from H2S • Deterioration at deeper portion of the manhole, possibly past where the fiberglass would go MH 18 CAS CONSULTING&SERVICES, INC. ide South R Rrep Manholeound Rehabilitation ock Intector PHOTOS: z • •� F MH 18 CAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429761 Bottom of 12.7 ft Trough Depth: Top of 10.3 ft, 10.3 ft Bench Depth: Bottom of 10.3 ft, 10.4 ft Bench Depth: Top of 10.3 ft, 10.4 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 1 manhole possible needed replacement NOTES & COMMENTS: • Aggregate exposed • Heavy H2S • Needs new lid and ring, grout around ring broken • Spalling, exposed concrete • Exposed aggregate in trough • Visible pipe section gasket MH 19 CAS CONSULTING P-•)9"* &S"k P 1,n ttleIrrE'cSiel INC. South R t Round R° °r Manhole Rehabilitation 216 ,•,,'''',0,'•,:.,'.'"':,:* ':':':'-'t':';'C': :::::':''''fir't''''':".:5'...:,<7.::'Si'''''' ''‘i,41%.,' ''''''l'i-,',;''''''''''' ' _:,.,'',',41,,*?:,...,,,f-..,;:',1';''',:.:-',.,,,,7,7:::,2,' '''' PHOTOS: it:::„--,',.:',_,-4/4‘:',. .i„,:.'',.:'•..;.,. - -,-,,, , - , . . , 1,-. if', ti: .. ' ,-.' •,..:, e't ,,,,fr ti: '' ,r' 1 - '•-' '' ', ,,.. 4 . . .11 1-: ',,,,,,,•l'..,„..,", .':.:', '' ' "'• '. tfi , *1 -`,; .... . ,,..,....., . 4i. - 94.41110° -, .....r. * - 41.,, ' 'f),. ••-* ;41. -",',...:,,,-,..:.,;,..t..''''.,...• .... ,. 19 MH - J4AS CONSULTING & SERVICES, South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429757 Bottom of 10.4 ft Trough Depth: Top of 6.9 ft, 7.5 ft Bench Depth: Bottom of 9.0 ft, 9.0 ft Bench Depth: Top of 8.2 ft, 8.4 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Aggr gate exposed, needs coated, heavy coated • Heav gas • Ring has 2 stripped holes • Exposed aggregate MH 20 ACAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: ,T;;-ei ,,:i,-,-,---,:-.., , „,;_,,-,-,,,--::,-_,.4---,,.,,) ,,,,,:„.,:;;7:,;--.?. ..,,i;,#;;!';',......,:„i;iti.;',,,,,,,,---:;7,,:,,,.',.',.!,:f,-_,,',,,, ,,,.1:;:,,,,,.,;:,;,:,,,..i:T,,,...•:,Ef..,..1,..,....:,.4.„.,,,,t:::',.,-.,.:,,-,,,,,,,.„,„''-T:-',,,.: ,' ,„,..':,,,,,-..:,,,,,,-:,,,, _ ,..,,L ,,,„,,,, ,,,,:-,,.,., ,...,,,,,, „.:?,,,, ,, ,,,,,,,,,,,,ts.,„,,,,,,s,,,,-,,,,,,---,..-.,'-----'; '-*''ii''''''''''''''''' '''.* '-- ' ,-:-.-,,--.,,,:,,.--:,,,,,, ,,, ..- ,,,, ,:,,,:.,. „-....,., ,,, '::,..,,,,;'„,,:,r,;o4.4;4;,.-t:',.:".:*,t-,,,,,,,,,,,_,,,:-.;;:,;.;,,,,-, ,,,,,_,7:,,,,,,,,_,::,:„,,:,;-,„,,,..,./,:...,,,,,,;.,:,,,,,,s,;-i,z=,,,,-*' :-.,,,!{,-.„.. ,-... , .- _ .,,,,., ' - , .=,.,,__...:,,,,-, .„,.,,-,,,,:::,. .,,,,,_ :. ,,.:,..,:-..,,,,_.„ . ,„ :,,,,r,„-.,._:-,-,,,--„,„!„,,,..,...,,,„,,,..,...,,,,.„,,.„.„,,,,,,:.,..44,,,,,,:.-'..,,,,,,,,,Z,n,tjf.:.'..',1'.--': ' f,-..-.!--4-''..,'"' •.-'''' '• '- * , ' • ,,.,,,,,'--.., : .,..,;,,,,.,',,:,-,',..1::,,,:,,,,;'..,t'-.',:,?,,,,,;,.;,,',41:;S]i-_-*A,,,-,:iii4t.--1.,4:i,o,:,,,1:`,'7:7:,..,-,-,,cvt.i.0.-,;',,,i!ii'-'.1 : -::_.,,, 7,',.--''''": ',,,,' ..,.':'''''''...''''''*''''''' s*.* .'?M',6 8 fie. - �i 5 , , ,;,.,,n; 4 a:.;.d# a6 ..# �{" y, dp x�l .24��• 'is b � ^�•' rt•,. .�..,su f _ t �.� s'`� { ,' s,,.�?K- `# x e 4,� i .w_: .you.was, 'A i j"4 LL��rr .._ • rr�....� ems F < :` ems• tJ :,.',',:• ., , , '' -' • 4 yP [ f rA -_,,-., i, ,.: 4 ° ,Y „ ,.f,...,,,,_,„,,...,:,, ,.. ` 1, n o- % Y 4 ,.-. r ""'off dp .f:�". •lMf. ^' "Itl ' —'sii _ � �k�'�k 4< 6)l+� ,^'. F a�� .'iT �Z..�.�R ._1' �r�^ MH 20 CAS CONSULTING &SERVICES, INC. 4.NY9"otic t-"..• i ;°4:0 3 M4,,,,k t°# South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1431842 Depth: 11.3 ft. Top of 8.2 ft, 8.3 ft Bench Depth: Bottom of 10.6 ft, 9.7 ft Bench Depth: Top of 9.5ft, 9.2ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • H2S damage in MH • Exposed/crumbling aggregate • Exposed aggregate in trough • Manhole ring broken MH 21 CASS CONSR oundULTINGRock&SERV InterceICES,INC AI South or Manhole Rehabilitation PHOTOS: a : A fir ► _ , . w / ':'. • • r w ' a ,�s A y ' ti �� � i>'tip s J w ,.� 8. ^ its ,.s #� :4, a � ,q Rt:i . ' 11.--.';'*;.*".i; ' .;"*' ''' ' ''' '''' ,f ti 3' ' 4. * ''' - ' .'-'*-'' ' '''''.-t " a � ; *-- - ff '.' - " • _ r 4. y. i , --I'''. r _ s r;. � � .Y " is rR. rti .t 'd6?_a f �t 1 �.('J 'fir . ,.i_1•.1,,r:'e,,. *,,..','.."..'.-.,,-..:*0,.'...,4 `'w w�t'x!1 c: )a VYr i 1 ,,.. *p. 4 . .,e \_ c ,` p "ate` .S-..-,;-•, MH 21 4:±CAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429755 Depth: 10.3 ft Top of 7.6 ft, 7.2 ft Bench Depth: Bottom of 9.3 ft, 9.3 ft Bench Depth: Top of 8.3 ft, 7.9 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Aggregate exposed, trough deteriorated • Exposed aggregate on sides and in trough • Good amount of flow MH 22 . IN . vICEb, -ztc,A S U &' ER- S,,,,,.C',,'O,...N— �w""#I�•..R'.��lf��b:$,F.�°� S-, e"Y 'e, ' .- South Round Rock Interceptor Manhole Rehabilitation PHOTOS: yh ag S. AH P,� rt i�rer '1{4 *fik'y�i ,t,,� h bi r ::,,::::':'''','1'1.". S'-';''' '''' ' " '''''' ' _'7D`,� 4 Vy'6 V .,,., . ''\'',„,,:,' " 7,‘,"-,,,!.,-,,,,,,i,,, , , # Iti ��`„`".., ,yam # ",, `' p "4 gym. MH 22 CAS CONSULTING &SERVICES,INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1755880 Depth: 10.9 ft Top of 8.2 ft, 8.3 ft Bench Depth: Bottom of 9.3 ft, 9.3 ft Bench Depth: Top of 8.9 ft, 8.7 ft Interceptor Pipe: Flowline of 10.0 ft Incoming Line: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, 1 extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • Could be coated • One incoming pipe MH 23 folLCAS CONSULTING&SERVICES,INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: -ym .. ems. c a. .. �r, L• MH 23 AC6,AS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429853 Depth: 10.0 ft Top of 7.0 ft, 7.1 ft Bench Depth: Bottom of 9.6 ft, 9.5 ft Bench Depth: Top of 8.1 ft, 8.0 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Aggregate exposed, H2S damage MH 24 AiAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: *E:41: • • rt *r .r • • MH 24 „iiikitAS, CONSULTING &SERVICES, INC. txposr: ',. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429865 Bottom of 10.0 ft Trough Depth: Top of 7.2 ft, 7.1 ft Bench Depth: Bottom of 9.7 ft, 9.3 ft Bench Depth: Top of 8.3 ft, 7.9 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 1.5 manhole possible needed replacement NOTES & COMMENTS: • Aggregate exposed, exposed aggregate in trough. • Concrete degraded from H2S • Needs new lid and ring, manhole was open upon arrival when Round Rock crew initially inspected the manhole (ring had slid over leaving opening into manhole visible). MH 25 pAQCONSULTING&SERVIIip‘glre,INC..,--. ., atzL,,,,..,,,,,,L.,,, ,,...,..10" ' South Round Rock Interceptor Manhole Rehabilitation ,..t0114, PHOTOS: -,--;:- ,. ' '''44,--;.c.)-- - - - ':'-'''''.1,7.;.-: , --- ,,,,,- .,,?4,-'-7.' ',,;;;:i,c4 ' i i *‘'''' ,4P/: x ., *" ` ��p;' ,g� .._ ue,. v '^.yw '".. A 11 i_ ' 'r.- :,, . , ,,.„- . .., : ,1! i, , . ift. - . . . . :.4. 7 4.10171:1:-.. — ' .; ' itie:tio .4, r yt 'it a,., , i -..- - r�.s...... {• i i.-... . .{° -' '- � Tom. 4. r. - ,,.- _ __ ! •::,, _., , ,,,,, ...., •, . ....., „... .„ i...„ , _ , 4,, i.v - r , , ...,•,_ ..., •, ..,...7.:,:. .... .„,..,.. ,.... .„: , . ,., __,: , _ . , .. ;, .flet -,-.4;:e,ti- ' ' .:- R .. orr, • t. ...w.. A {`y.'.F�a ,f 4,r4';.:1... , st,.1 . , _ ,,,,_,. j ..,014tiof---* ' ii'4 itots. ,.,..._.-r-,,,4 , ..y."7Pm' gip^ `` <41, ,' /y ..t - . .,. q0" ?" uti...,a :x'F te.�i-3/4...77,..,,.�A -- - - -c..,:- r�� i. _ _ '''' , --..,,,,,,,,,: , -,...,,,,::t ......--- - -, -11.,.-_,,..,41, i_ 1: - -2—_-_,. ..,..,.7:::;,,... _.):..1....„ �! f , 'ail' ^ , _: w , -.a s. *• /" j* i MH 25 GAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429866 Bottom of 8.0 ft Trough Depth: Top of 5.4 ft, 5.0ft Bench Depth: Bottom of 7.5 ft, 7.1 ft Bench Depth: Top of 6.1 ft, 5.7 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Aggregate exposed and fell off when we poked it • Needs new bolted lid and ring • Odor • Concrete deterioration • Gasket almost exposed MH 26 &SERSERVICES, INC. Y' ,.- - - -- - CAS CONSULTING.,,,------ Interceptor —v-,,,,,----i k Interc ' n Round Rock Rehabilitation South manhole Reha PHOTOS: - .- '''..;*47:*" -- •";-1".r..,<.'''''''''Ii. ' ' ' . . ., . - .f.-.---:., • .- , . '-f4.-TH' ; • ' . , .01- .-- ,•* 1- . ,.. '7,1'--,,i- -''',...t$41,1' -'- , • - ,,, . -,.40 . . ...:.: ,14`7.d.' * . '' ''' ',7:".x,,------,,, ,.'-.;... ••... ' . ,._;._ • ...,......, .P..-, ., ,, ,, ,...........-...'— ..,..„1.--..,t0.-..„,,,i,„-. '''''' _ ._., "---- ,..: -•-- .*'•. .;,--,,-.-:-. .,;•,-'•-•:. ''. .. _ •,-,-. ',..*,-.4.-: -•-'`---- --, — , ,,, _,-,-,-:...,-;....4,-., '..,_. ,, ,-7-_,,,::: -!„,,c,z,- ...e.„ .,.,T. :...7' __.-- ., ''': : 04#-- ' ''' .., ,,, •. , s : ,; .- • 4' ... ,,,,, ,,+. .... .. ,.., ,,, r'-. 4,4„,,,,,„ i 1 , 4 , ' - „--- * ,—,•,..*'''Ap?i--'-\,,„,,,:,-'4L ' , :: 4,41 ''''' ' ..gir4X,''''' .''':.:' • l';'"''.:s ' ' ' ,'''''t. '::::„• :.,:,,,ii,,, '. ,',..' _'''';';* ' .::: ., ,,' rt. 'Si * 4,,i, '-' .i '' ..:441tt: '..' ''''''''''' l'-7, ,.:..iir-'''" ,' — ...1.44i mH 26 2CAS CONSULTING&SERVICES, INC. •r,,.,"fin,ki ,_ ,.U c i South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1432133 Bottom of 10.4 ft Trough Depth: Top of 6.8 ft, 7.1 ft Bench Depth: Bottom of 9.5 ft, 9.2 ft Bench Depth: Top of 8.2 ft, 7.8 ft Interceptor Pipe: Flowline of 9.4 ft Incoming Pipe Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Frame and frame seal need grouted infiltration at downstream invert about lgpm • Top ring/concrete fell off when lifting lid • Deterioration, spalling—especially on the downstream side • Expoled aggregate • One incoming pipe • Consider protection from tractors MH 27 GAS CONSULTING & SERVICES, INC. 1;."7.7:trt,itic' 1.A.,,,,,yrr, South Round Rock Interceptor Manhole Rehabilitation PHOTOS:. . ...fe,,_.iiii„...._,,,.__::::,,,_:,,,,,:,,, t, .. .,_;,,.,,,,, ,.. . .„. •,,,,,,,. .._,,,,, _.:.*41'''.•:,•'.',,:r'-'•,'.'' .-. '',-‘•.. , ‘, •- '-'1,4°' i_- ,--,..... .„.....-...i.,..-.. --• . . , , . :.,, -- •, r4' i,-.,:„.. :,.. . . .. • .• 1 .---,.,-,...,.4,-,Ar'•A ,,,,••• , ..' - •::.',,,,,..:.!',:ii,..i',47,..,,,.;.:;?:.,,,'",,, ,,,,,,,,., .' . . , . '''''''''',' '-':-1.',.' r, :,t:- . t •' 4 ki.... .. ,....:,..,.... „ , ,,,,,,. .„ .. .... .., , •, , ... . .„.... .. ,,..,.,.., _.. , .., ...f,-. . ,.:4--.:,.....--,4"::,',..,. .. ... ,.. ., „.. . ., . ..„,.., „ ..., , ....,..,...,,,_, • , „,. , _..v,..... s ,,,,, — — ,. ,., . , ,, ,,/---,' ,-,,,-- . ,.„..,-. ,, .. '4...Of''- - N- p , \ ,..".i:i.,,,,,..,.,,i;..,,,,cy.,,,...7t...,,,,v.,,,it._,,r,4,, ,::,,.:...:,,,,..,.,.0.i.,,,,.,...,r.,,,..,,,i,_,, ,....,,...,,.._...,7:,....:...r,,...,:,.,,,.,..,..,,,....,... ..,.._,..,,,,,,.:,.,:...L.,.....:_i.,_..,...:,._,..,,,...,,,,::. ,,i.i,"'*1,,.,;,,,,., ,,.. ,',,,,..,.'„,,,',.1_''- 'Ii.. :: ....,..'' , \itt.:irl.,4itk........i...........__..._, i , , ..... ,... , ,,,,,-.i.•,,,,,,,,,,.;7,-..:..., — -,•. , likt..-4.--,:.",,,,-.•.,-,.:,...!...,-.- •: 1 •,.. .,...,...,...., .. :.,., ' '... ,., ,, •, .- '.,...'''''.:_',. ., , ' ' v .,,,,ii.t., i;,-- . ,..... .... . .= .-k r,.....,7.0, ,.. ,.\'''...,,,, '''•-• -,• # t",.:i.•tit ..',.. . , - e . •‘ ,. . ,, , , :, ,, . ,?0,,,,, ''' ' "i'',##"•',.•#. ::#••* ' , - A .44:i.":1 t',. 'i- •'•#.• ''''' ' , ... . ., .,,,t,, ---•.; 4,1-,..,..:,.--,,,,1,t;t..., .., . - __ . ,.... ,:„....., 41 t 16,( ----. ... - - ,..., ., ,..,...,.. . ., ,,,,., .....t, _ • .....,„ , ,....„.•,„ • .. ,.. _.,,,,,,• . ...,...... . . ... , ,. , ._...... . ,.. ,.., ...,,. . 7 ._ ., . i .. ......,.,,.... ... , _...,,,....,...,..,_ ..,.. .... .• ,...,..., .„,,,, , ,., 4. , 4, ‘-.., '_ •, '', 4 k,1 ,. . '... A., ,. • ......, •• • • • . : , ,...,_,-, s ,0,._,.. ..• • ... , .. .•-•,. ,•-. •••• , ••...., , .„ • . , ,,,c,.....„.. ':',,,„-,• - ' . .. -„,••,,,,,, - . . . •,,.. ••:. ';'..'• ,1 f,' 4,• , i.,,,,,:,•.',,, 0 ,4 , M H 27 +. CAS CONSULTING & SERVICES, INC. .4e South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429868 Bottom of 10.3 ft. Trough Depth: Top of 7.8ft, 7.5ft Bench Depth: Bottom of 9.8 ft, 9.3 ft Bench Depth: Top of 8.4 ft, 8.1 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Needs new lid and ring • Infiltration at upstream invert • Exposed aggregate • Consider protection from tractors MH 28 CAS CONSULTING&SERVICES,INC. Azi South Round Rock Interceptor Manhole Rehabilitation PHOTOS: A • D•. t..4-- a,Y S� ` s , • lft4ti:,. � s _.,.1-.1,-;..L':':;-,:ri;i;:,''t:;,it1:4:*AtiF:-L!:' ",' ^� ;,WN .fin " 'IVY 4 . a. i f =' •a, ...•_• ..„..... : .._,...._ ram°" . „ •°r.w i . t, .:__.,..•__., , , , ..... R # w , - zt,ilit$:- ''''''.---'-.'-. ---,':'-'7.-...-.:*:,:- ,., ''"---, :;-,'":1,-..:,.-::-,:;'-''''.....''''--::,. • - .' L,'3 ,k.f''',A1 .001,,,,,,,,,,,.„,,,,..„,;,„,. ,;,::r'..0,,r1,u!,,,..,,--: --,-,,,,:,„, -,, .. ,i.r.:4,„,„-. - ' :2---- -',--."'„;',; :_,... ''''''''--' '1 t. I(cc,„,-:,,,,,,, \\,,,t,..,,,,,, ,,,,,,„ :.,i, :..,,,.,... ,,,....,. . L,..... .t,. „:::,..„.„ , , _,,,,,,, , . ,.. . .... .. ,t, ,_ ,r„. ,,,,,,,,,.____„, -,. ::-. - :,.:,.. . -,..- ....',,_ it..., ,,. �f-T f} ,-4,-,:- _ .,---. ='.' '---- - '' am,._,* -,!!"1 '., ..tr.,: ' , ,,,,, , qa V 1. :X r �P fir ' y0-.. 7" }, •: y,... MH 28 aztCAS CONSULTING &SERVICES, INC. L lc I' ,.,I'a,:8i.11"1SY Ma-t.:. t South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429873 Bottom of 8.4 ft Trough Depth: Top of 7.1 ft, 5.6 ft Bench Depth: Bottom of 8.1 ft, 7.9 ft Bench Depth: Top of 6.6 ft, 6.4 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Small infiltration at downstream invert • In wooded area • Exposed aggregate, spalling • Deteriorated concrete MH 29 CAS CONSULTING&SERVICES,INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: fi -'--' ..........._,....,..,,„........... . -, f' r ,, , „el ..4,,,...7:46;eZS' :,',,'.. '''':'''..: #, --,-40-: :.-r i7: ,,r ;,:!,:,',,i:: ..-, •-le'-y."-i'L':-:----:11-,:;,:,,,,----;‘,''.-,:-- ..-- - - . ' ^4-i tor '--•'• if:. : -,...,:.0,_.1,,,,,,:t,, •-, .,..,,....,-.., ,. .,....... . .-....:...,,,-7...• .t.-.: -• -- -- if ... -'• .- :4;*....„v—i-, ' ..,, 4'. . •vi „...•.. '', 1 ,,,, .4. . • 1-lit,,,.....,,,• ..,.. ,. . ,, , . ., ., .., , .. ....._• , ,. , ,.•,, , .: • .--.,,,-.•. ,.. ...„ ,::',..,',Ii....4, ,,... • • , , . . '''.-;'•', --'- "-' ..... e,::,, ,,.:''•' „.,,., :IA '-if.A.:.,,,-• .` •.... ••?,-,.. ,. • , , '- •r A'4_' '‘,.,„,,:''' ''', :._ --- '•, ,:„-,:.7,,. - /1:::":::,:,,.'-'.3-"''.,',‘,1,!..‘.,/'. , :?'1...:;,:''".- '''''' ...•:::,:;.- ..-.-'' ' ;,,-,',.,:"'':‘._1,;'' "'4'1'.' ''' .' .:.'7:: -, , . ... .. ' - - f •, ,.• .1.,, _ •_ • _. -,1 ..-„"• -,,,,.. .' , . , , , , _ _ 7i r ... ..,744 ' ' W."-T'''';' --• ' -\*...';'-J;' ..-'. * -, •,‹..„, - "', '.:-.:-. '..-'-.. -ik.-.'•' ..;. . , - .',;.-77..! •.-' L.,;., ,,,..4 •,,j,• .- . ' "4--- ... • •''''.-*4,04'4-!,-:i- `.*:'.....,:.t,.. --, t.-, •'.-.. .•5,.....c, -,- !'..., . ...._ ' ilL ',...---,,,,, , .7.-=.__,,,.. -:',......-_,ig°,te ',._A.,, .,-_,.*--,,,-. -....;_,‘„,;,-, , - .---'0•)•----;^ '4 *•-3ii ,a....--,... l'_".' '. .,'.,". e.- ''..' ' ,..'• ' ''::',...',-,..11,.*;-'... '''', .-'-'- .,-' -- •.". _.... ':,f,-..; 'se _---- z,,,& --N*4- - . ,,,--4-. -,,,,'- •, - ''...\ -.,.., :',,,,-,,,.. : ---_..,,,4,,t, _,• ::,,,,,,: •• , . 1.0IL '' _ . -. , i'• _'t.'''',',/ i.:'," ,:.1/4 k ';'''..'' ''''.'.'--- -;'": 'i,,'''. <.',4.---:,.-i.i.," '.•''' : i'''::::-;k:, .-1:*''....'''''''''''''''''''1 ' ' ' -;;..-N, '1....",_' - 7-_,, •,. .''':',.:„ ,.1",„,,t,;,-,‘,` ' ',',- -i,'-'' ' , ".'-'w '' ,,' . '-40 4,;,'•,-':,' . ,...::',..:41-. r'--: _',-. ;,,:fi09.• k•t''i:•!- l'44-,......1..4 ‘,.. .„. ..... .. -, - • ,••-•-... .- ,,i0 -,--;,,Airtr, ....-S;-'40',`':---,. -.16/1/4 , .. - . 4 .. '.,r ,. -,4--:.1,;,..,.., , ,..-- • ,..,..-x,".-'„4--,- .,..-,7.4-c-..,.:,,----,-.',-,,,-.!!.., ,.K.,10- ,,,,„,„ (4...,..--...,\.-...--,- • ..,-. ;,:.,_ _ ;4, -- -,,,,,-A* - • ,,,, , - • 1 ,',.:-. '"P.'., . -#-,,:t4",-...,, 4'-.,'''''',.•'''..1, - 4( N, 4, ,, ,...,....„.„ ,1/24, - - . . . --4 ' '. '$.-.,i: - - 1--/4"'s- •,....--.,k--!"." ''',-'"-... - -.1 N. ,,, ,. ,-..#1, .111., ?•,.... . ,,.'\-",4i,.., 7_'14'...\-,;:.,-, -•. ' ilM::_111.• , ,-'',.Z4,.. 4 C-z-47,%:',,*t.1* '-, , M H 29 .A- CONSULTING & SERVICES,INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1429874 Bottom of 16.4 ft Trough Depth: Top of 13.2 ft, 13.3 ft Bench Depth: Bottom of 15.5 ft, 15.4 ft Bench Depth: Top of 13.8 ft, 14.1 ft Interceptor Pipe: Flowline of 15.4 ft Incoming Pipe Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • H2S damage • Staining from possible infiltration on wall • Broken lid • Top portion of the manhole in better condition than bottom portion • Exposed aggregate at bottom 5 ft • One incoming service line MH 30 CAS CONSULTING&SERVICES,INC, .,-..-.7-.rr,...r,igyinvol South Round Rock Interceptor Manhole Rehabilitation PHOTOS: . , An, ., • 41414' i'. 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MH 30 CAS CONSULTING & SERVICES, INC. atit South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1436089 Depth: Depth not confirmed —no rehab recommended because manhole recently rehabbed Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 5 manhole possible needed replacement NOTES & COMMENTS: • Manhole recently rehabbed PHOTOS: y} • M S[.Wiwi 4`r r F ya°o ti. I ':?.-:'-":',.:1,'4t.i,.4f:' as t �:..,. � y, rr, �. i1yrPd'���:t"a.. �. -it: ar 'a.l .,>yi r Ma ^'!, .. ' i as 4 , . '''''7,,,tr.,:' ' : :'''?')F*--ftt:'' '-- ,. y It f . 7, .- ..r., ._ r is..., . _,,,,,,,,, It'd • .. , , F _ asp L 1�'.,a. - •.Y'K '�':'i ..AYOr.e..�'.PI+.�'i..:.1 r���_..a i e:, ,.5.-m^"'`�.e 1^'�7SA.�_.J -'IR �>'V-I.�',d4iN.- ...'+T':-.t.' _ MH 31 CAS ztl. .CONSULTING 8rSERtlielt.rEce,p1Nt.oC:r ..,„„.,i _.„..,..4_ . South Round RockIn Manhole Rehabilitation Manhole UID Number: 1434210 Depth: Depth not confirmed —no rehab recommended because manhole recently rehabbed Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Y Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed Jr manhole possible needed replacement NOTES & COMMENTS: • Manhole recently rehabbed PHOTOS: t. F , .)rH 4" 3 , F Je :`2' �� r „ae,"�'M "`x a'4,• .«: .:, a'��':zz h'• "` �':r p k A k fi k ) �' fhk ' � � `�..ter v ,. ;_. ,,,». �a� � • 3 z ��h -t P ... J r_i.. a Yy r l fn u, e q M , A�M Ai�TdV.mo-�w +wWP .. O, �} KkkmM � �tik 04 4a,� „a.s ,,,,p'A" 4 Ny FG' 3e m acr na A:.. k" e?ern %Q��.+r , st •\�.,4 +Fro•y__ .14 1'...pia i Z a '/r k, a .• a. ''i ra e 0 MH 32 CAS CONSULTING & Si—E,F,iy.,1,,,,,,E,CS, INC. �:-F�,,:=s�e,!a"5� c._'';u; eq�; .a �.k3t " �m$.1�,�;�W1r,t, South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434207 Depth: Depth not confirmed — no rehab recommended because manhole recently rehabbed Diameter: 32-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK.condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 5 manhole possible needed replacement NOTES & COMMENTS: • Manhole recently rehabbed • Odor PHOTOS: : , :i-t-,'4. 4" t.- A �` � r r��� 0 o- r 1 g fr.t..1,,i. 'I . _- ,, _ :.‘?r:.-4,:,,,,,p,, „ ILIP' :4,---,,,, 3 b45v} „r MH 33 CAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434208 Bottom of 8.2 ft Trough Depth: Top of 5.6 ft, 6.0ft Bench Depth: Bottom of 6.2 ft, 6.2 ft Bench Depth: Top of 6.4 ft Interceptor Pipe: Flowline of 3.7 ft External Drop Depth: Depth of 1.8 ft Collar: Depth of 3.9 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 0.5 manhole possible needed replacement NOTES & COMMENTS: • Lots of buildup—when the buildup was scraped water leaked out from behind it • Water appears to be dripping from the walls, walls are wet • Low/po odor • One incoming drop MH 35 C4e± hhAS CONSULTING &SERVICES, INC. __ __.,_,_,...___ _______ ___ South Round Rock Interceptor Manhole Rehabilitation • Medium amount of flow • Bottom and walls appear to be in tact when prodded • Manhole difficult to locate due to overgrown brush, had to come back a second day after removing brush to locate manhole • Prodded the bottom of the manhole with rebar on a subsequent site visit and it was hard pipe. Also prodded the sides which felt soft from buildup for'1/2" and then solid. PHOTOS: R M m%n s , . YY3 c a v v r F, _ v ,fit �.� apt� ..Y.. ' rw+ _ ' ,� .i .:- 4 t r 's. ' ,a -s, - , t • n: 1� �} '}. nVl 'k' "4t,dM v,,,, �` i, III!,�, k Y N s . .f..:'; .°11,:;#:4!;'44:'' ,* . 1.70,41, M.', P441 4 $ rye,, /f / ' • MH 35 CAS CONSULTING & SERVICES, INC. ....... ..... ..-.„11.'AV'•19,1*i' • ''.' South Round Rock Interceptor Manhole Rehabilitation •,, , ', , , ' ;,„w 4," ' 7 '. '.7' '''...,,,,,„,„,..' ,,,:, - "" " '. ,* iv: . - .,:'., ..., — 444. .. , . , , —-- . 4.. 4, •-•"' •-*4,,,,,*144.:,• A ,' ,,.. -,.. e. •-•., . . ,8 ,:4 . . „ . - - '-- - ,-, ' ,(e S. • '''*•' '-.;4 1 ; ' * • 'N. "• '' '% '''''' ,'" '''s'l -:- • . ', , ,, , .ilk „: i .,:.,416,54„,- 4 '44',..'";.4.,,,,, A 4,,,,::%4:,..-4' • '1'4 ._ -,.' ' 4,,,,,,,..„`-, -e-,;-'.. - ''• ' 5' i :-,,t," - • e r ..,T7i1",—• `a.,, . '4.:...i7,'"*. " '• ......,..,. ,..''' i.,-. i '• ' -If• " . s•. ., . • 1 , ,‘""''' Ss-4,•••• .--'' ' .,• ,5,. • 4,..,/ it,' ., r' • '.' •. , ,,,, fr .I , , L.',-4.:,;,..15".',..i..'' •-' .--*‘. ''..-' i;,-;- ,_ t .,,; '''' ", - '''", „,'„74... .. ',.'.' '',114 ' .4''',i . . ,!''7:4 ,ibIL'4tACA.:,' ''• ''' '''' IP i. -, t' , ' ,,,,, Vlit,,,,, -=. .,, -V - roi,.„do.---, ,• .; , „ - ----n. lhp. t.' „I'. ,• •i, t,' s'' s ',:.,,,Iii ,-7• ''. 1.-' ,. ,.. _ ' * ; •f°''' 44;-- • _, , „ 1 ,.. .1,- ' . • ft- •• . .-;...:,' t . •... . r' 4,1: . . • • r, •., - •. s, ,,,, s,,,.,..• . ,- ''' . ,ttritlit i \t''''''•ii'''''(''' M H 35 CAS CONSULTING &SERVICES, INC. 440 - I, 1,1 t South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434209 Bottom of 15.9 ft Trough Depth: Top of 13.3 ft, 12.3 ft Bench Depth: Bottom of 14.7 ft, 14.9 ft Bench Depth: Top of 13.8 ft Interceptor Pipe: Flowline of 12.9 ft Smaller Incoming Pipe Depth: Flowline of 14.7 ft Incoming Pipe Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Exposed aggregate, spalling, discoloration • Aggregate crumbled when prodded • Two incoming pipes MH 36 SAS CONSULTING &SERVICES, INC. All South Round Rock Interceptor Manhole Rehabilitation PHOTOS: � t, i d d s • • +"� �'l .4'" .a.' sty 1 gay A�+ .. - ., S ��. .. Y- tit, 4 9 44 .c'^' tr .w" y, ''' ....A vim.ti { i+ ,r' I'" 1. ..—;„,,,,,..,,,,, .r), '• , 4,,'.., --I•.' ...,-.•• •.:f, 7 etr " : ,' a _ mot' 1• '•f f '" , 1'1...).:4,:i.:„,4e.,',.'„.:iii,yekti, : .,,' ''',.:::,,,,:), ... . ..,'..., •-''.,,,:ki,-.,,f, x,,,,,,,,.4.49,,,...,, ' .,. __,.._. :,,. . i,,,,:lf,,,t-", -....•-•,1 ',,, ". ..,.1s', . ,'4:"._t'w,,,71, .,..,io.,,, j ,y -. ' - .-...,:,..:;$;,,, -4,...._,....,-, ,.4,:*i,:,...,-,,,'--;_ *,,' ' - ' '''--,-(,.•••,'. .,., ,-,,,, --',„ -.`,..,...4, .i';-, ,, .._,-,,.. } 1Y -'11Y J 4`_7-. -' '• ems.; MH 36 .A CONSULTING &SERVICES, INC. '' South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1901789 Bottom of 9.3 ft Trough Depth: Top of 7.2 ft, 7.0 ft Bench Depth: Bottom of 8.1 ft, 8.2 ft Bench Depth: Top of 7.5 ft, 7.4 ft Interceptor Pipe: Flowline of 8.3 ft Incoming Pipe Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Difficult to locate/access • Needs new lid/ring, whole thing came off when trying to remove • Discolored, exposed aggregate • One incoming line MH 37 AteLet,AS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: , , . . 4 • I \' ,71 ,...t. 41,,, ,st., )...., .. ,s ,y A II 1 ..., r , .4_ N.; ., , , ••••• , 4' .._ ,. , -, . .:.,....,4 ,,` 4001,410,„',: . -:..,,.. ,, •-......... ,'— iz.. .46. I - WP '--'-'., ---1.4t'-' • --,.. 1 , - ' •,,,,, 1,74 -'7,ay i.,,,-,,....e...,. '.,• •• I. ,:,-,, "..** ,•.., ' ,-- 4-0...---- ' •.." ---,k7.\--.. -- - ...3 7'.."... , 70,,,,,,W. ' '.. II.-_ ii-iii .1 '-.'''-,-,iii;k:;,..11',,....- - _ .. -_,- -;:;_';•.,‘,4.,,`-•, - , *,s4,. .•,.,- , ,. ' ,i * '_ -- • ' --1 ; -'-:•--.1. • _ . . . _,. .„.,..:..., , • ..... , . Mr ,.. _ ,.. , . , .. , _ ,.... , , . , ,,,. ... ,,,_,, ,,.. : r*,'... : ,„, 4... , -. , ,r•,,,„ , , . . 4,-.i. ..,,, Th;•4,,;\ _ . --.--, -- ,,,,,,, ,, ,. ,,,-•••• _.zit . , ., ,•',-,,,`,), ,.•,_ ,,-,;:! "-.4 ,„ ,•-•,,,, ' 7417:.....,„,,,,,-''''' '''''''•. . ... ,,,, '-'"* : •'' ^,* ' PY, :,1''i''‘,,---.7------; :--',...1,... *".. -.:::''• ''','-'. 'it 4 ' , I - ,,, ‘.!..,,s...4:2.:7 '''" i; , :..:,$,,''','• ‘,-.• ,* •• ;.:-.....,. ,,;-.., IL, ___ _,_: ...., .• .-:-•,',-" ,•4._ '-' ,t-.'i,',- ' " I ' I''- ' - s.. • .- , , . -fi,e, • '' II/tog:,; :, . -.-.-`•,--. ,.-.'.. - •:;.`4.-'I;I i, -44) *k"" .‘•-•--7 --,.."';'-grlfg,;...4.i ilAt.11,;,3:1, 1 r:& ; ' • -All • ItA.'. ,fi . (''','., .:, _. , - :. ,•-•‘`it,,:' „.....---,.r ,....... ...., ,,,, ,, ..e:,,,..„...,,' ....,-,:-4,. ',4ii`:';-: .• \44' 'It' I y,...•' , „ ,,,,,„ ,, •, 11 , . t,.*.•''‘,, -.. ,": •,..„, ',..,:„_,....,.: , ., .: 1 , . ..!. ,- <-,-, ,-..:, .- : , .,,._ v ,_ .. , . , :,,,,,,.,.., , .•„,. .....,, , , .,", , 7,7 ,.1. ... ' it. ,, e- . II l. qi,. , 4 Stit.AtIA,A., ''•-AiiiiiiialligliSe' s 1 M H 37 ACAS CONSULTING &SERVICES, INC. ,itt,.;.rt s, :f:e. f erg .m. t o South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1436990 Bottom of 9.0 ft Trough Depth: Top of 6.3 ft, 6.1 ft Bench Depth: Bottom of 8.5 ft, 8.4 ft Bench Depth: Top of 6.7 ft, 7.1 ft Interceptor Pipe: Flowline of 6.0 ft Incoming Pipe Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2 manhole possible needed replacement NOTES & COMMENTS: • Buildup on side of manhole at the top • One incoming line • Less cxposed aggregate, most of the exposed aggregate is by the ring and a little in the trough • Odor MH 38 At±iAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: ',...-'''..). isakipe.8 . ....--- ,.. 9 -,,k.,,- -- - \:-..2,4t .!:/45i14' ...., , ,.4, . _ _ . ,, ,,,,,.. $ ' - :7,'10,*',44:::st'Ff'-'4,': *,, " '1111! '• ,, ,.., . ., . ,,,,, .., , , 4t,..47" - ‘-'t -1-...e€,„,.. '' .,,,,,....ill l, .arm^♦,,+ � r - Y •A >,‘. - ...‘, ,..., , , <gy il �S :de, -- --- - iiie , .,,, „, 4 1 -- I -,•.):.Jiti.-..;A .is k 0. , ,' , ' - . -' '''"-"'''‘..: ";:7:7. ,.. .ic, -- ' ' p " :0" ',;:it'''', '':::.::: -..:;("r-'.--- ' ' ' at r N ' • 4. r, 1'14* ® ,.. ,y^ b p r A� i) ' . . - , t a VI ,',$,. '7 :---, , '_,,,,...,,,, ,i;',g, ... ,. :. ,•-, 'I ''''''•- . '-', ', --,_,. , , .---- x.> � } ; / fir ,. --,...,..,";, y � �: :,� :>r ,R�,3c�; arii, ,.,,.....-.--.--,,.,.,,,.A,,:,,,,,aye , '�,�-'. ,..,,,.-..,-1...., ,-,,,,,,,,,,,,, „,,,,- Am" w 4 5r 6 ¢ 3 t>8,�K'L 1 1 y'5 Y-%' r,` O.- ' ,d a c u'> r �, t a f e YEAS x ra r y q - 'Irj‘,',,".,4,-; M-* - .,,,,,,, r x ,r f, �y 4 9 Y �'?-13" *A.N t j. 1 t Ag'tE i S t�W -1 +., *'..t _ iii‘e, > � �...l�,_ a s�Vill**h"�i d � � ^ , 4 � _ , it - f r _ °; , 7 '-,-,':.-4ke '''' )..-7.-;',:;'-'1' (1 .:' ... k‘ fS;* el-1'47'-155*Li40; :'---;,,, , - , _-,", 14' -:=1:,-,:%. 4.' , .-• k4:?.:::: 111,10•";"---.----- 4'1:I ' ' '-.- --' w # ifi •. .. ',..-Nittss::01,-nr.....,. -.4 -' ..:‘. ,---, ,.... t � RR _ - , ♦ .may,• * V� •'��� a •� 1' T � - -,. - t MH 38 CONSULTING &SERVICES,INC. jeditiAS +,ir ,wr rl.+^ *,,, r. , South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1435278 Bottom of 14.0 ft Trough Depth: Top of 11.7 ft, 11.7 ft Bench Depth: Bottom of 12.2 ft, 12.4 ft Bench Depth: Top of 11.8 ft, 11.9 ft Interceptor Pipe: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • Fairly good condition, a little exposed aggregate • Smooth walls MH 39 CAS CONSULTING &SERVICES, INC. , . - . ",..,,r,gaintri South Round Rock Interceptor :, , ,, _,_. Manhole Rehabilitation PHOTOS: r * I NW ,.,,,_ t * .„,.iiiii- - kiwi ' - - 4',. .,,, ,., - .,*,,',':,'''.1,^"4, , f - i ‘`, 1 , " -,"'-'-e , .,4,...'t t' , • -ti b .7. y_ 1 • A - #w, 1, '. ,r .� a/ t - -may. ,� .+.f ' -- .. ._ '..--. '... _ ,w ,-,,,,,i A -- p?* .40,........- , 4. ' / r ?till " ) gyp, • 4 tifii. —-,, ,.... it %14 .1 \ ,. l # n't ,' 41404 4 F'er'y J 3-,l 'I'3 z 5r= y b -¢ . jib.' '�y iJ 1l l L P $1:-:;-;:,.-:',-,,,, ,,,,,,,,,,,,,,,,,,,,,,,-,-;,,,,,,,-,:-, ,,,:4!-.;,,,,,,,, MH 39 ACAS CONSULTING&SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1435279 Bottom of 15.5 ft Trough Depth: Top of 13.7 ft, 14.1 ft Bench Depth: Bottom of 14.1 ft, 14.1 ft Bench Depth: Top of 13.2 ft, 13.2 ft Interceptor Pipe: Flowline of 13.8 ft Incoming Pipe Depth: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • Flat bench, a little discolored and corroded • Overall in fairly good condition • One incoming line • Located under Highway 45 MH 40 AlltCAS CONSULTING & SERVICES, INC.. li'' South Round Rock Interceptor Manhole Rehabilitation PHOTOS: *t 4 dare e , x -` l r• a.#•j ai, , r'.... fir.. 1— P. 5;s iii. 1 . �• 1 . ;I: :t. \ii �r,.�,4 ® , �� '" Win... ;��rRTW.�� "i ly 4:,,,,-4,-si-t'' -4?\_, .4.: Ilet --i*. %7114}%t, ,liii.471 ,,...iiki. • N.-•',':fai- .,-.:4'- ' ''-4,- - ' -i' . '1''`C( '‘-,e;i0'(.. . : - ' .--- '''''' i - ' '---7'-,:-.,,,*''''''-`1f-:' •. :-...1-',:.!....-.-4:-- •-,::,'.,,,,, . -..!.‘. .4„,,,-.,:-,-;. -. -.----:"*.t, , ,., - --...,_-'*-,...,1;;:.„,•:'—'.- '' „:. 4,-,.... ' ,,, ,.- -:-..-- - ,i'_----,.. ',,,,,,, .4,••_-....'i .- • '-' -.-:' ' . ::13''t,A-. ---.:'11/0.4-0',i':- "A,,"#_4 -') ,'- 7„,,,:-.,,,-,-.4,, -..:,..:•.--..i,„.,„,.:_ 4-''' ' '''' ''' '''" ''' '''' ''''s. -- -, - . t., .. ..,,,,,,,N. ._......„. ..„:-., „_.... _ ..., i. 4.t,,, -.,. ..,,, . , ,,,,..,..._,„..... 7:-'. ..1-r . M H 40 CAS C i South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1435277 Bottom of 14.2 ft Trough Depth: Top of 12.3 ft, 12.3 ft Bench Depth: Bottom of 13.3 ft, 12.3 ft Bench Depth: Top of 12.2 ft, 12.2 ft Interceptor Pipe: Flowline of 14.2 ft Incoming Pipe Depth: Diameter: 32-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • Located directly off of 45 frontage road • Slightly exposed aggregate • One external drop with no flow and one incoming line • Bench is flat on one side of the manhole and not on the other MH 41 INC. CAS CONSULTING i . . •••• , •, .7sr,-At. Rock Interceptor South RoundRehabilitation SERVICES, ,detik. Manhole PHOTOS: .. . . • . .1, ' , .,• , "s , q, . ---- -;.,1 .. ..,. „ , - *s\ —"..•s„--,.,.0',-- e . • - ‘,., . 'I's., ,,,. , \ ,..,;„,,,,,,, ,,,. . .., .. ,.... • * , . ...., ,., - _. ..,H, ... e , .,*,. ,—,:':•:,=::,,=.?....9:,.''''.''' , N — 7N, •.,,,,,,,' ''' MH 41 GAS CONSULTING &SERVICES,INC. }-=$ , a&:,3.e`;w"`Ik'.� �.,�z'..f s- 1,1 r •s t° South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1435276 Bottom of 12.5 ft Trough Depth: Top of 11.8 ft, 10.6 ft Bench Depth: Bottom of 11.8 ft, 10.6 ft Bench Depth: Top of 10.3 ft, 10.1 ft Interceptor Pipe: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3.5 manhole possible needed replacement NOTES & COMMENTS: • Fairly good condition, aggregate starting to expose (mostly near the top of the manhole) • The rIm is a little corroded MH 42 CAS CONSULTING&SERVICES, INC. 4 i:_,Nr-vseringwr Ai- kyk, South Round Rock Interceptor Manhole Rehabilitation PHOTOS: , - • — , s , fp • _ • •. — , _ : • . • -—— - M H 42 CAS CONSULTING &SERVICES, INC. Aefti,,, South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1435275 Bottom of 11.7 ft Trough Depth: Top of 10.6 ft, 10.5 ft Bench Depth: Bottom of 10.6 ft, 10.6 ft Bench Depth: Top of 9.7 ft, 9.3 ft Interceptor Pipe: Flowline of 10.9 ft Incoming Pipe Depth Flowline of 5.8 ft External Drop Depth Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • One external drop • Exposed aggregate • Manhole widens at the bottom MH 43 CONSULTING &SERVICES,INC. 4,1tfib.AS South Round Rock Interceptor Manhole Rehabilitation PHOTOS: 7, a rr y, r a /' �rr. i as e r s ` S.a i/ t ,-1#11fr /.4. ,' 4 , ' T' Ma . c. i � � �r y y ;\ P\`� �ay ,�4 � gyp•,�E`'t�N t. �� r�� f." ,t* ' _il�f�.. lA, iri LL s • f ' r'% Ay,..Al a{',+Itr,•r4-y• .._ i..•. x f \Y,a `• �:, a. a .J v.- ' `t 1*::.'!-':.4::*-'71 tiM4� f s ,s -",:::''''' ,-;"-.1.,'-'- ':* . , ,. ''''..i°,;;;•, cr, . N4 ek „,,,, lii.„:„, , :',., ‘,4•It. , ,.", je , „„ ilik ,,, , , ,,,,,„, et 4 ,. dot r f'4` '',,,4 nq • ilk I�. itiii*.,.,4%,:„ ,. •* :71-4(iPA;t., ;'- K f _ r, y �Y G - •lY' tf. `may`.....,:0,4tt �; { `� s�•. , .ac.'�� r -, � F � fill i�• ;r �•. �' ..t ,fit • r:�{' MH 43 AteEhAS CONSULTING & SERVICES, INC. 4 Ergortioni er ral ".-.. ., South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1435274 Bottom of 15.5 ft Trough Depth: Top of 14.2 ft, 14.2 ft Bench Depth: Bottom of 14.3 ft, 14.4 ft Bench Depth: Top of 12.8 ft, 13.1 ft Interceptor Pipe: Flowline of 14.5 ft Incoming Pipe Depth: Flowline of 5.8 ft External Drop Depth Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Discoloration • Widens/steps out at bottom • Minor exposed aggregate, worse at the top • One external drop • Concrete of outer collar is crumbling MH 44 GAS CONSULTING &SERVICES, INC. South Round Rock IntercepAi. tor Manhole Rehabilitation PHOTOS: . i r s - '-* ' — 4, . - - - N, ',-., - . ?!...,...,,,,,..„-,,-,,,' .,,, _, „.t. .gas , . , -- — .,,,, , , , . w,_ ,.-,4 .,, l �1 . .'.-,.,, 4C,',**g i' A-,140 .,. ., - F ,„,„,,,,, ,„„,,,,,„,,,:-:--;;,,,,I., ... , , ,.; 41,44tIkt, f e` ,......,_,,:,, ,,, , i',;•,.,i' tii • , , '_,.-- ,..„..,.., . --:. .',,-;.'.-...-.°, -- .,-. J-.,- ,, -::-..— ..,.,, .titiot - -..,___,,,,;,-,,-„.„,,,, .„ „nri_., :..._.. ,..„4,42„.4,,,,?.k ,,,,,,,,,„..;;... , .'4, , 1, ��lC.`�1F f }. �6�'a S +e tk..-. .4,#.-,, 'N*7 tt*%``..• �; :, .. c.r y� Y`d.+ """y'^ 'gyp „.. �� +'s\ '` 1 � a ,.*.r �`� - *lfrA.i' '11 1.. V y g� S Oq. �x ,,, ,,,,, ;srm; s� T _.�` ,gyp'- "F- ,. s • '` J �s :1 r w I Ck N 6. J `- J i h / i r as ,,y tW�� �:�r• a �"u ek'Y �,4. 1 t, M H 44 CAS CONSULTING &SERVICES, INC. v-. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1435273 Bottom of 14.2 ft Trough Depth: Top of 12.9 ft, 13.1 ft Bench Depth: Bottom of 13.1 ft, 13.3 ft Bench Depth: Top of 12.0 ft, 12.0 ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed ,3 manhole possible needed replacement NOTES & COMMENTS: • Crumbling collar • Dete ioration toward the top of the manhole • Widens/steps out at bottom • Mild exposed aggregate MH 45 Att,CAS CONSULTING&SERVICES INC. rE South Round Rock Interceptor Manhole Rehabilitation PHOTOS: X i r i.4' ,,, I. ,!\ .,...,(_.., � . .,-•y,a . ' A 1 ,a .� _ h + k ,si , r ,. , .,, „, ,i . . . , , _....„ . „, , .. sb s ,....,, . .; •e„,, fill'''.\ ' t:,-(11 '..r --. v # � r r,.. ..; 4:- .y, off .. ,...... ,,-.-4, 'y' , f.„4„: ,.. ,.- ,,,,,,,. .,..,,,, ..." i), .‘. -1 . ,,, ..„. t. • •a: vi''' ' , , �-> - � "air .•,' • '4itil �°t� r 1_ \ :.' : ...t,',...7''...,' .. , ,.al W ildi -a ' = , '...,.,4:-_-':- ,_,--,4,-. :,----,,,:::-- ' , , tdf4 a y 2r �. ,.„.y. .,, . , , . , , , , , , , . ,,,,i . . ., ,„ ,,,,, ., 2. , , .,,, ..,,,,,,h „,.,,, , , , ,. _ ,.„.. , ,.',,,,..,,,,,e),t, Irii:,-- ' . .„ ,•...... ., . 2,, ,,,,,,,..‘1 . Yoir.,,-4 , )., ,- ..,,,,,,,,. . 4,,,_,,, .',,,,,,i,,,,,, .,. .,,,,* ,,,... .„:‘.•.' ...N,r46. „..,,,,,„- -,, ,..:,,,,,...„, ,, ,.,.:::t--- ,,,,,,,,,,1,„),,, .e.,„.„ '"`•4 = '...:,..r s 4!4,1:,t, ,. , 't.ct Iiii,. ,„, i I Y y y, : V , -. ''''''.;:ar:,t*Vii ',':..,'•;...4,- -. =,,, , '':‘,,.'7'.-'-,;,:illt!SZt."fi;l4:,..,,,.i , ''_'•.":41tiiill':'I';::.* , . , ; ,,, . , ., ,„ ..r44e.T'-,:"' w MH 45 CAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434878 Bottom of 19.1 ft Trough Depth: Top of 17.0 ft, 16.5 ft Bench Depth: Bottom of 17.1 ft, 16.9 ft Bench Depth: Top of 16.5 ft, 17.2 ft Interceptor Pipe: Flowline of 17.1 ft Incoming Pipe Depth: Flowline of 17.1 ft Incoming Pipe Depth: Flowline of 11.8 ft Drop Dept : Flowline of 10.5 ft Drop Depth: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 5 manhole possible needed replacement MH 46 CASCONSULTING &SERVIC INC. _ ,..„,----,--, -- .-- r South Round Rock IntercjeolLii, .,..,...,..,„ketv-••91 eptor ManholeRehabilitation NOTES & COMMENTS: Re • Two external drops • Good condition PHOTOS: r P v r t. m � i � 4 , ,,,,,,,,,,),_,,,, x ftt • a t w r 'b: M - ... il .,,,-._-:, ...._, _ ________ ,,,, __:::.,.._______,___ „__<........._ ,,, _ _. ,., ,,.,,,__,__. ,..,_-_,,,_,,,-,..,,,, ..... , _ _,... ..,.......,.. ,...... ___ ____ ,.. ..____,,,,,,..._.-:„..._____,_ 441 .i.,„ .... ....,__ ‘,.,. . ,,iiir"..` • MH 46 AlAS CONSULTING&SERVICES,INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434880 Bottom of 17.2 ft Trough Depth: Top of 15.7 ft, 15.9 ft Bench Depth: Bottom of 15.9 ft, 15.9 ft Bench Depth: Top of 15.3 ft, 15.2 ft Interceptor Pipe: Diameter: 32-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • High odor • Low flow • Little discoloring MH 47 zEbhA CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: x t , 4.111' t. �y.A 1 -At-*-_,11—.... r '', w - ` 4 • tv•404„ ,,,,,,, .!1114 ,. rt ' „ y"''''''- ¢ 1 4' 1 F J t A y Af= J' Vt � 6 -' ' .- .. . .. . w Js . emirs > CJylj"� .r � ''so •# .A1J r'��.�� w, I 4 g., itritS ,,,.: t )1 4,,,iir • WM 4 i :\\It k -,,,%,,4'.:sk.., ,,.. 1 MH 47 CAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434881 Bottom of 18.1 ft Trough Depth: Top of 16.3 ft, 16.1 ft Bench Depth: Bottom of 16.5 ft, 16.4 ft Bench Depth: Top of 15.9 ft, 16.2 ft Interceptor Pipe: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3.5 manhole possible needed replacement NOTES & COMMENTS: • Fairly good condition, minor deterioration at the bottom of the manhole • Interior appeared rough MH 48 CAS CONSULTING&SERVICES,INC, South Round Rock Interceptor Manhole Rehabilitation PHOTOS: /e4 ram„ Yy ' b' r, :::!-;;I'r '. r ` ,. J 3 vS5 dr.' sy�X',, '� j ud gym" ,'�' 4- $Y r'i �^ yr v .t�'�' �Y ti.. ydM'"�° 'M tirlZi--O'.):'r.rr,r., ,., ',.'''''''''';'. 1 g fi4 3 4q , M H 48 CAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434882 Bottom of 16.5 ft Trough Depth: Top of 14.1 ft, 14.0 ft Bench Depth: Bottom of 14.5 ft, 14.0 ft Bench Depth: Top of 14.2 ft, 14.4 ft Interceptor Pipe: Flowline of 14.2 ft Incoming Pipe Depth: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3.5 manhole possible needed replacement NOTES & COMMENTS: • Minor deterioration, slightly worse at the bottom of the manhole • One incoming line MH 49 „,.„.,,r.,--., CAS CONSULTING 8tckSEIRtileiCrESce,pINC. tor Manhole Rehabilitation South Round Ro n PHOTOS: -, .k‘a.:1-1' -71'--. • .'-'4,'. ,:„.--.; .„...„ 4, AL.--,,—'.--...--- •''---' ir4t', • ,4 • ' 4 . '-'''''''''' \ • , -..—,,,,,,., '•',':',, i ---,...".....,„ ,- tt 1 $ _ ,,,., ,- * ''' \'' --, • s.,. _ - H, ,.. ,, '- , ' ** * *;:',. .4 - t :;i'.,-, ''';‘,...,---4!'''''' -vP N4' gilittit:''''''4' \\\\ la, 1 ' .-- -. ,__,.,•.,..-,it-' __-i-- ".---i-.-' .--V 4,,,ii ... t„ ••- .., . ,• • ,,, , ,- , , :‘, •.4',”: ,-- IR. . ....- •::,4,,• . -,i. „,,i 4..4., - . .; ,f,, 4 A.,,,,.. 7. -,-- :!! •ei.,,,,,,,;,"1.1,,,';',':,' , `.., .. ,,,,,,..,•,. ---,‘„,„:,•..c.„,,,. ,„,,,,,i55.,,,,,-- M H 49 AGAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434884 Bottom of 15.0 ft Trough Depth: Top of 13.6 ft, 13.3 ft Bench Depth: Bottom of 14.1 ft, 13.5 ft Bench Depth: Top of 12.8 ft, 12.9 ft Interceptor Pipe: Flowline of 14.8 ft Incoming Pipe Depth: Flowline of 13.8 ft Incoming Pipe Depth: Flowline for 7.9 ft External Drop Depth,: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • Good condition • One external drop, one incoming line MH 50 CAS CONSULTING & SERVICES, INC. .4±1 South Round Rock Interceptor Manhole Rehabilitation PHOTOS: y ypt 111, i k a� 'Y 4 • MH 50 AeLCS CONSULTING&SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434885 Bottom of 8.3 ft Trough Depth: Top of 6.2 ft, 6.4 ft Bench Depth: Bottom of 6.5 ft, 6.4 ft Bench Depth: Top of 6.0 ft, 6.1 ft Interceptor Pipe: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • Little bit of debris on bench, can scrape it off • Good condition MH 51 CAS CONSULTING& , . South Round Rock SERVICES InterceptoINCr Manhole Rehabilitation PHOTOS: :.,7,,,,,i1,4,_: :..,,- __,:j.,,,,,N,-..„,,;i14,;J.I.:,,,::,,:v.,,,,,,::::,.,-.;,..:i-..',--' ,.',4',"--4-',.;4..-iim::.,'.,'..ti.4,2.-,--'_.i--‘:'. ' Aga-,� iL yr..,q'.; `�'r h . u. 'ItiO*:'''' ‘' ' \''\'' ' ''--'4': .' . a ryy �. ,.. .> l n y,; 3'S , - -- ' ',;;:-A.i.*-alf:!;i7ilt.'::;•:;i:'.i'.' '',. ., x. '-''.'...' ' -'4 4''''4M''''''''',7:4'.1--;1:7•-•''''',..:''''-'1514''''1''-.-:ii.',.::',7'-''''1';''-':::::'4':'.,''''''''44.'',..'''''i=:.-.';•"'-f-,-,:'•'.•e r 4';',,,,'':'''T?:'f,;':''''';'-',i ri-:;:giril.-:''-'-';::',::::'-'''':'''':''T::-' MH 51 SAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434886 Bottom of 13.0 ft Trough Depth: Top of 10.6 ft, 10.6 ft Bench Depth: Bottom of 11.0 ft, 10.8 ft Bench Depth: Top of 10.7ft, 10.9 ft Interceptor Pipe: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • Good condition • Very little exposed aggregate MH 52 At±CAS CONSULTING&SERVICES, INC, South Round Rock Interceptor Manhole Rehabilitation PHOTOS: _LLB +�;• r • • __ e MH 52 GAS CONSULTING&SERVICES, INC. At: South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434887 Bottom of 12.1 ft Trough Depth: Top of 10.4 ft, 10.2 ft Bench Depth: Bottom of 10.4 ft, 10.3 ft Bench Depth: Top of 10.3 ft, 10.3 ft Interceptor Pipe: Flowline of 10.6 ft Incoming Pipe Depth: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 3.5 manhole possible needed replacement NOTES & COMMENTS: • One incoming pipe • Minor deterioration MH 53 ,11-',41,--'`...'",i'd ". or CAS CONSULTING & SERtlielCrEcSe,p1N.tC. South Round Rock In Manhole Rehabilitation PHOTOS: „..,; ,:,;--;:.4;1•?---".., :„." ...--- ' :--' 'it•.i,. , , ,ry. , .. 41 ...„.... .4 i , ••- -., -,......• $ • ,... -,,,,,,-$._,, •. ':'-',. ''..1 -?': '''. ',:t''''fo,,,'::'$,lftit,*P''*ia,g':„,;:•,•' :,*,,,,, • --,-it';;,..:, /,',,,::,,,,,,:m„,:,,''..•„„,:,,,,:_,,, ,. . , ,. , , . . •,,,,. , ,!'„,z,f7,4,,,,,,,,,;;-1, ,„„ *1,4 47(i.c,;;-:',:::',-i-- ...'..,..",,.' „ft,,..-, i': . ,4, • '-. • , ,.., ..,-, ''',i .4,,,,,1.:.;:,.4„:'• ` 2."7:-:' -...' f'4- C1,- " - .'s:0..„,7"—‘,\, ''-..- ',',,', '- i,:',..,. *.,'•-•,',;;. '''s.-:--,' *4- .A .#11,.• , ••,,r4r. 44 . —47- ,0,4 4trilf4f-..-,-;-::'',- ,,-'-•-,'1'f.15';[-:::i.'•-.:,. :,,,,4,..",,,,.., • - , .,..„. ,r , . ',,'..41, .' '• _ - ,_::. „' -•' .7''::..t.,, ' .,.,:.;),,,ev. : ',, . 410110' 11w,- - •,,• -. 1,, ,-,',...r.,, ‘, ,•.. -,,-, •,kA. . '' •,;•. ,, • ,',., ,.'.,' '$, .., ,,,,", ::„.".,' -,: ..' ,"."....? ...-: .,..•'-:..-,' -';, " ‘,„,,,- ,,,-v.;_ -'': 's':. . - , ' ';'• " ' 7, :.4-'.'":".•4.---•...; aftcf'--. ,.. .. ,-J-4: .a.,...4t,,A4‘, lit•,:-- • ': • ,• .11'n" . , ,-.:.'s'''' ft•' - .i.,- - it , '.An 04,-,....h. , : ,‘; • , ....-f;i'ql-i4,. -,7.,,. .,:,..„:-. t• tg;.. ,,,-.41- , .,,, -.17,•',f4A.,,,,. • 4 , ;sn '', ' ,' — ''a'ii";-• .''411.:.:("*W... v• *1,,,, 4s,.;••..,..., , •..,. ,5 . s' ', ,,,,,;:r...-'1., .;,i .:, -1.,;,,,ii,;.:,::.,:44.4,4`;i,',:•:, 4'7;...,,,0:,.)s . ,..,_'.. .:- • .' :••V--f' ' iAW'''...1.---• .'- .1 • • J ' . ' ' i i.lts'F' • mH 53 AiAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1902298 Bottom of 10.7 ft Trough Depth: Top of 8.2 ft, 8.3 ft Bench Depth: Bottom of 9.3 ft, 9.6 ft Bench Depth: Top of 8.5 ft Interceptor Pipe: Depth of 0.7 ft Collar: Depth of 4.1 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor, some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Minor exposed aggregate • High flow MH 54 CONSULTING . ,,., South Round Rock Interceptor Manhole Rehabilitation PHOTOS: , , ,*..:„.i:, ,--.,, . ,-- -.,..-:::--- :.,..,-, . ' -',;:' k -lifIA:\-, . '-: 4 yL� r: .,,�,, MY fir _ - ,,,-,:...',.4V, :::::;e: •,,' '414,.!:**,'''',.::::1,--:-,:::44,:•-•L''''''',,, *7'"7.:::'''.''':;:*''''- 1 4' - < ":,-...,,,,,,,,,,,,:, may, y 4'-,.sc lWw q .t A '°r� f4 ^ y�S � ., Z (�f P & $ :s • - +1,. x _.,. .x..'.R -,,n. vi,.,.. - m. u,g ..yam. ` #"• a i� y � � -; _.'Y> Ad. • ..,. � � � � x � A l.•s �- A� Y �aq-, i fq + s `y 4 T1 ,, ...vx,,:A‘PYI IRwW II :-:::'', %' .l, ...+ h ,! .,_, : f L' Utz t ' -.,,,$,..A'',4.,''.'''',.4,;-iiit-tv..."'.:-7,44:7'''','-'7.‘ 't; . - _,,,,,,„,,,,,„„..„,,,,,..44.. „,,,,,,,,N.,i.„,.1..,,,,‘,. & sa 4..r to • w�` ,bra � - � ., at , F ','.:',:''' MH 54 GAS CONSULTING & SERVICES, INC. 2thi, South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1434862 Bottom of 9.9 ft Trough Depth: Top of 7.6 ft, 7.7 ft Bench Depth: Bottom of 9.2 ft, 9.0 ft Bench Depth: Top of 8.1 ft, 8.2ft Interceptor Pipe: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2.5 manhole possible needed replacement NOTES & COMMENTS: • Exposed aggregate, a lot toward bottom of manhole • Spalling • Possible bubbling MH 55 CAS CONSULTING SERVICES,INC. 4,110. t1„.. South Round Rock Interc__4-0..,_...,,,,,,,,,,, eptor Manhole Rehabilitation PHOTOS: , ,,,,. ,..._ „,... i :iiiiiiis, --. . 4 Joao .., Al - -- - ,, : -- - 1 , _-., \„...„., , ., ' ,..,.....,,,,,. - . .i„,.....,,,,, ,.„--...-t-- ,,, , _, ,,,...„. ......_...,......- .., ,,..„.•,-;:,,,,,,,,.,„*,,,,,,,,; ,,,,,,,,,.07-,.,;k77,---7., „.,,,,,;,..,,.,'„..,,, ,., , ',.-- 34.--iiii--,,--:„4„,,-,,,,, #., .,' :,-,,,,i4k.p. ,i,:,.,:. ‘. ,,:,z-',„--,-: .-.., ,,, .,‘,,,f,-..,,-: -,,,, ,, ..,..,.,‘:,, ;, .,,_,,_,,.;,,,,,,, , :.,,,,,,,-,..,,,,,-„, 0' -.---1 ,,,:::,,, , ,,,,- ..,.., '-.4, -- w'.t., , #,a Jam ./16,,,...,. , . . i ..,. :.,, . . if .,,, , — „ram ,y x 3w d?•i • a M H 55 CAS CONSULTING & SERVICES, INC. .i; rr kArwrial ' South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1437309 Bottom of 12.2 ft Trough Depth: Top of 10.2 ft, 10.4 ft Bench Depth: Bottom of 11.6 ft, 10.6 ft Bench Depth: Top of 10.7 ft Interceptor Pipe: Depth of 4.2 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Cond►tion condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 2.5 manhole possible needed replacement NOTES & COMMENTS: • Small amounts of exposed aggregate • %" deterioration • Discoloration • Visible pipe section gasket MH 56 CONSULTING .,,,,--vi cr-a'r" - jetiiicli,,,,A___ C . ,,,,,,,,,,,,%A-Art.11,71,1'1'1,,,„,....- South Round R ock Interceptor Manhole Rehabilitation PHOTOS: `tea. P �� y ,a s rmm 14s�. #d ` a 9, r._ ti -,,5,-:,T,-,i--1. imiL:'-'-':::- ,,,,,,,,,,!',-. wi: ' ,!,,,,,:.„.„..„, , . ,..., -,,,,,,,, --- — ,,,,,,„. ,..‘ .,,, „ors y,,. FY � �,F s4" • f� j, 4�,' # ' `h-...,- ,i,, :-.44,;' ' F.7,4-4;--, i, :,,,,,,,,,,. ,,,,c , i F , ♦�a $V.� f��'X� � 1 �: Oc.4,,,,,'',1,..trP —'*',o- ,,, ', ,,,,x,i4.3"#'4,1 ,,„,' k ''' - ,..T.1.-- • 1 �J E �. -,, ,of.-1,:iit,- ,., u ,fiF � ;,, '''' '';''' ' '' -‘- f �.,,•' {^ ][ '�. w�'.«max. ." w;i%� ► F. ''.r*. .„, '-- fib,+7 rr:i �,� • +'�,, .�p�.,,�'�✓+�'e*T.p. 4��.�. 9 `•y��cr►`�'�A�A�Sy'^ t � Yw :r .,, � � .k�n,�gx ..� �`t .off.,�SSA,,;�f ���#�r er7, 4 G 4�+: •j„� ^�i a 3'> ,� v✓ .Y .a- f�,4 R "^' S ;, y} .` Jam „ �. f '- y • m ,, w s w 4 0 a R e h" # �ram•, a l m'mp� . ; za. .fi.` 1. r, aid �. �y� 4a�,` tf #, ,:,s,*, �*+.;� d v .u. aa! of b ^�.� ..�'�' fj _-r ...:�i�.'a ..t MH 56 CAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole U/D Number: 1437310 Bottom of 10.1 ft Trough Depth: Top of 8.3 ft, 8.2 ft Bench Depth: Bottom of 9.7ft, 9.7ft Bench Depth: Top of 8.6ft, 8.7ft Interceptor Pipe: Depth of 3.9 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed ,3 manhole possible needed replacement NOTES & COMMENTS: • Cracked collar • Odor • Discoloration, deterioration, exposed aggregate • Debris in trough MH 57 CAS CONSULTING &SERVICES,INC. .I ,_ ..- , South R Rrep Manholeound Rehabilitation ockIntector PHOTOS: ,, � L ', /..;.90i.,, , 4.-e., ,9 et - i'''-, ,,, - , :-- ,,,..- S::-,t:i-',,t," '"(ti '� 7 'ray,.y rL '! .r` �x n «Ri - . �- t . - - 'i'"4"-'f-_,:;;:!...-;..,..,-.',7.,.' _- -- - --„ '.3'..::::,..., . c r- 4.:i',,'",'-',,..,-,::-.• .--''' ,,,,,,'',;,;,-,.. ' t, -'''''' ,,‘,...f"` ''. '16.- ' . it. �:.... .,,, ..•=.w� may. ... + - - dw_''.. ' fig;= °_- i- - • t, 1. CIA / / , , ,;'''..,,,,'''':,.,11,,,,,,. '41'11,.4...:*,i,''f'7';', i •f ems, w A} /yam ,•. N 4 •!. y w:,:- '''',.' -„. ,,,,,Liiiittittlilliiite!::' ;_ \"!, ♦ x Ilt -`:' ..,•• i',,i-.s,:•_,,,,',;•,,,e,.i,,,,:, _,::,',,,-,..,:.,,gr.,:tj,,,,f.,.;....: -.,.?,..,-;,,..-- - '-i._:-4.(,,,-,.- 'r ,, . , :,,, . ,.,,f, ,.:,„.4'..‘,:,::,,,,!,--,,,,,;:',-.:,,i'l';:t,',',5„-:'' ,A, eii:1-* _ '`*" tom• t 1 w a. ' ''';l,'� i C �j'�l�;3 � •ed y '1';�+'-, ""7'.: : 3�"k � a • w � >n }1 i" f Eat F*f:::;,... 4 9,,,,, f .0 s 4i 3 . k J , • s S It M H 57 CAS CONSULTING &SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole U/D Number: 1437307 Bottom of 5.9 ft Trough Depth: Top of 4.5 ft Bench Depth: Bottom of 4.5 ft Bench Depth: Top of 4.4 ft Interceptor Pipe: Flowline of 5.2 ft Incoming Pipe Depth: Depth of 4.0 ft (even with ground surface) Cone: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Exposed aggregate near ring • Discoloration • Low flow from incoming pipe MH 58 AgtetcilscoNsu .r114G8r.,..,,,sERIi.,..! E!, INc,„.. l South Round Rock Interceptor Manhole Rehabilitation PHOTOS: ... J. -4.7. ,,,,„ . , ,,,, ,' , , ' - 1: ' -„, - -'•-i. , ,P —,- , .it•it, ., .-.;''''''' - • 'Artil ' ;,.. -,. ' \-..41 '......4 , ..,t.: . ,, ; ,. *:• -- . _:'*‘1`,-. . , .. — 1.,r',.;:- . w.....,...,,,,.._` ,,. ..,,z,re9,10,......,„ ,-..,,,,.....„----,- -- •,,::, - , .. ,A. -:,-J-- -. •-, ,, . , 2- , - ... .__ . - 1-:;--' . ,., -k- , _.., 1,--. - , ,, -• -Nr,:i,lk - v 1 r• - - ' ''v •\,' , ,fl' '',,C „, , 10 `'- ,_ '..-:•'-',. :!--.-.'''' ''''' , '. 444 „„.4.iilbia,''',, — . M H 58 At:LAS CONSULTING &SERVICES, INC. .. f- F�:n 'oi%4 "". Irt?q.fit Ntr.' r'r a .� South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1437306 Bottom of 9.6 ft Trough Depth: Top of 8.3 ft, 9.1 ft Bench Depth: Bottom of 9.0 ft, 9.1 ft Bench Depth: Top of 8.3 ft, 9.1 ft Interceptor Pipe: Flowline of 8.2 ft Incoming Pipe Depth: Flowline of 9.1 ft Incoming Pipe Depth: Flowline of 5.9 ft External Drop Depth: Depth of 4.8 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement MH 59 CAS CONSULTING&SERVICES, INC. AZ ,„. „, ,�„y,,w , ci„`. `-rr%U Xird z ,-*arr., ",t-rery.r South Round Rock Interceptor Manhole Rehabilitation NOTES & COMMENTS: • Ring and collar combined as one piece • Exposed aggregate around the ring, not as bad on the walls • One external drop, one incoming line (one with no flow and one with very little) • The bench is a little deteriorated with exposed aggregate PHOTOS: - Ai* : ' ' ,4-4 - , tk 11'' ' ' " ' 4t.;7:4';'''''''-'11' ''---)"' , 'IP:i ' ' .'4- ' * ��• ��'yr.fit sg` � �,(j'r.��� r • # ,*e',:::‘,,,,,,,.„ , .,,,4 , 4` '',:t,..14' , ' it "i'f;`,,,Affa.-,.,,, .l', -'.-* k. /Id i , : , ,, x t z' M A --, . , ':',' •A'' `'. ' :,y;;;; ' b "'af } d '1.0 - '''.,,i'4 1111i7,.s. ,`',' `-' ‘-' 41 ti x ':, • s, 4; ,f' \ , 1: j f . 4 ' . _ s� ti �. 6.,` ' , ,'.,..,', ,AWN Ad v ib,\ '' ':,._ , '".:— .* d - Bryn N ^yf r, b ^Y R J:N MH 59 CAS CONSULTING&SERVICES, INC. -a South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1437305 Bottom of 10.2 ft Trough Depth: Top of 9.1 ft, 9.1 ft Bench Depth: Bottom of 9.5 ft, 9.6 ft Bench Depth: Top of 9.1 ft, 9.1 ft Interceptor Pipe: Flowline of 7.0 ft External Drop Depth: Depth of 2.4 ft Cone: Diameter: 32-inch lid, 60-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Walls in good condition, some exposed aggregate at the top of the manhole • Debris on bench • One drop • Deterioration toward the collar, not elsewhere MH 60 GAS CONSULTING & SERVICES, INC. f. ,,, South R Rrep Manholeound Rehabilitation ockIntector PHOTOS: ,, mac r «.�- �• � _ir,4,4,—:;0'' - -—'-;-wAk,,,t4i'k,..•• ..,, , i•,,...: ,„,..,• . ,. ,.: ..� 9. e am, ,L,M1 Y '' Y f ,� k r F,r i ~ .. 1,SQ y V k �3W^ #,4.sid.. #�,!k aa. r • c . u a , • ,a • r L r..N' v .. .f.,,',,ft-i.--.'4.--..7.'-ii'- '..i .4,„,.,,''- -. -,-..,:'1(1',*-r:.-:'."1.,.'''' *,...... •IiCit'f_ill!' ..i:, ---k,:.- '.r,.,..,-t,...''-:.),.. -, ,..-..-,;,..,_. 1 i` l *44 a •+a • . ram, , . r Ar s/ yzA rq,sf 4�a .Q. .;*tix.Y C i-*. ^'� f• A.• t �rcw"a w`,' r °�' i 3 +r.rf e4 � ary t,� a x ? f aa. �• • y ....• . t _ • • f s r R,v si �k ,:, �,;,:'i.•�a. ;'4a':pt M H 60 CAS CONSULTING &SERVICES, INC. jety,-, South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1437316 Bottom of 12.1 ft Trough Depth: Top of 10.6 ft, 10.4 ft, 10.6 ft Bench Depth: Bottom of 11.3 ft, 11.3 ft, 10.2 ft Bench Depth: Top of 10.5 ft Interceptor Pipe: Flowline of 11.1 ft Incoming Pipe Depth: Flowline of 12.0 ft Incoming Pipe Depth: Depth of 2.0 ft Collar: Depth of 5.4 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement MH 61 CAS CONSULTING&SERVICES,INC. .4t ,,,,,r-.....„ p.,,,T.Nty,„..„-„,-. ,---.....-r.,,,,,..„ South Round Rock Interceptor Manhole Rehabilitation NOTES & COMMENTS: • Exposed aggregate • Mild odor • Top is in good condition • Two incoming lines PHOTOS: ..0? " .i ts . c_g pow 4.� F °'.+t.r , si v I � s' ' r Y A 2 8 ''''',4:4:,,,,,,.-''' ;:-:'i ,,-,--:'':f.4'ii,h-..,,,' „...., ,., ,,..,,,,.,..,,,,),. , , ''''',,,::.A;;;;;..' , :,,,_ ..,,,,,„4.-.),-,,, . „.;:- -;-. '''‘,..,.! , -' ' * -4,-4r4-,i:?citiiit .. 0,,,,,-,,,,,,,,:ri.ir . , ,p,,.4,..te,.... -,'..,, k , .I '.'t-eift;;;;-,',:. - ' ... .., . . . ',:,„, 1 , ,.. . ,, ..,.. -,,,t,7:0,' i,":10s,;',,-;--;:i?..,,t,,*::'::::.,..-, • s ,mod - &M` S F.:, li i ..,.--,,,,,,.. ,.. , , , ,, .. , , .- - ,- ,.„--;,,,,..„. .,s . , _-.:,-...- „ . , N. . ., ,...„,,,,,-,,i.,:',,,::..:,,..,;,, — - , . ,,,,-;',,,,'7,--- ;.,.0);:,.._;,_?-::,,,--0,te .-, . ,,,,,zil p x '4a r MH 61 CAS CONSULTING & SERVICES, INC. gdei6, South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1437315 Bottom of 15.3 ft Trough Depth: Top of 13.9 ft, 14.3 ft Bench Depth: Bottom of 14.3 ft, 14.5 ft Bench Depth: Top of 13.7 ft, 14.2 ft Interceptor Pipe: Flowline of 14.9 ft Incoming Pipe Depth: Depth of 2.6 ft Collar: Depth of 5.3 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3.5 manhole possible needed replacement NOTES & COMMENTS: • Needs new collar, the collar is not centered and is missing concrete • Concrete at top of manhole is good • Walls good, a little discolored but not deteriorated MH 62 /vs 0—tonfr ytyugnmert r rw, AZLI, CAS CONSULTING & SERVICES, INC. South Rmoaunnhdo Rock Interceptor PHOTOS: i"e '.,„:::'4 'Alt,*;:„.,4. . ,.... 0 st,, A..--,4'J,4 ;,t4,,,i, ,to.. ."! t124 ,....,„,,,,,A, A..,,,,„ . . 40.--,,,,,,Now_-.„,,,.,,,,,*5••-.,N34.$• :..•'•5 :_ .-..:'..4- .., 4 4*ti , \' ,'.,, -.A2, 44:4. l ' .f-) cs-•'8,',..:,'"**t ';:li"'''Wtkr ' .."',.-- -.--,,.., ' ,r': s '. '44' 'Y.'. -4,,''3,4 a4., ->• ._.‘ v4.0.,w,4,:' I:4— 4,-,,e '.. • '-: 'IA _• ,...„ . ., , ,--mk• - ' - ' ,.. ..v, '....--:. • .. .5. ., 5.....; :5, .. , ..• : • ' ,•„a- '... ,-.• -..."-'• .:-. ., , ; , ,. ..,,, . , . • ,liek, ,11, S 4 . , ja•'''' 5" I'tit, 'Ci44-*''', \NE,,,,.„7-4''' • ' Hir'' f • ,, • ' .,,, •,..1, „-...,, , -,-# -5,7- --‘ .--. . ,«t ' - • '-.'.:i., ..., ,4-,44, , ,''.. i L ' ,''' ','.,- ''l 1 , V.' ':‘,'.•' i ''''''''''.4'''''",•- i t.14; .!: ...• , • ,,'-:ie ' _.......,,,,....-- N.-.t ,'-.V- • it.alir — L. 1111k , isi •Zi.g"..46.''- - ..-"'d i'''''‘Ia.,' '-'f,' ,.' ' .. •-''.9.1:10,... -"'"' ' ...... • Alitio",,,, ---.,4, , - ‘ ,: Oft , '' .- .. ' / . . - k..-, '•i''', ' •' ' ';..,:',44 . -41171.,:i4.‘'. 1. , '''• - -..1/4 i , 7 I :' \ i - , ,,,,. . , rvili .....•,,.. - ' 1 '' \ ' ., it.V.,'k- \\ , , AL" • '‘..!;"/4.1ktirik.,-.- , th.N.;:..;.• ',:t.a4. -."..., '',-;.-- - '._, : . 'N , '''‘ ..e.4, 3,• „'' '',.lit;--- 1 t 'i 2N- , fl.............wo k —... -4,, • -4' ..' --TPT- 1 7 ik. i ,,,4?fill/ ,,i'/ '-'r'. INK a T ' ,teik,--, 4...ilk• ---1 ,, , • .,,,,, t, f —,,, , I ; ":;'''.. • " 'tir „00,4,4,4. , if ..' i : + . ,,Or •,• i. *' ' - . ,.. ....,•n•• ...,,, _. ,, ri,.. .......,, .,.. . ,, . ...., . , 4 1, . • \ . , ...,-.., . . ..-,. N61!0\4,01d11 . , .,. , M H 62 CONSULTING &SERVICES, INC. jediti.AS South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1657770 Bottom of 15 ft Trough Depth: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Expoled aggregate MH 63 AIGAS CONSULTING&SERVICES,INC. South Round Rock Interceptor Manhole Rehabilitation PHOTOS: , -----"Illgfill11111/ -- . ' ."0.404,04,...,,,,., , ,'..7- ?,, iiiiiiiiikiiio, r, . t m r hr M `' o f—••0' `.,r"'A.,..- A X '\ JIC* '.V''• i• u fA * Q `. ems..:.. .' ' ,.,::;.allililik1/24- V,,,,..,:f ♦-'; P 7 tti i '' T-:' :#f; . --,`,4,.:-.*', :',:'/ . A � LJ-•.,, y� Aa ♦ • t'.a 3 '4'''' '''..-`,'"::,-.‘:7:'''.r.1:4,';''.--.. ,,A ,,-,-::,'ii.•,,,. ?::::'',',":.;::',t,._,,,,.:,:,4 , *..-7.0..- .. ',, ,. i, -.0 . - ; '''', ,:- 4', . - -..-4.41A,,,,,,,,- A.:::,.,,,.-c.;;I% - ,* i '---, - tt.- ', -- - * ',kfr. ' .' ' - - - ' ,,_,) ,.„. -... _ f”..., ..„,., - 4 f , ' ,:, i.t,:it •41111.F3.4. 7,,,z, `.+w l+k''` t'' h�ra .'r F/ 4 !7,, 1�r.•t,. + .: _yr . 0 dr.v , _ W . ry r ..- I II,., :;' t �k k W, b , 3 'y. .o ' 4,, '• , ;,-,. t.,,-1,Airs, kvA ,,A r A R y m $ n v 'w 3 ' ' F „40, \*..,' i,''''' -. , MH 63 GAS CONSULTING & SERVICES, INC. South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1437314 Bottom of 11.2 ft Trough Depth: Top of 9.6 ft, 10.2 ft, 9.9 ft Bench Depth: Bottom of 9.9 ft, 10.0 ft, 9.9 ft Bench Depth: Top of 10.0 ft Interceptor Pipe: Flowline of 10.4 ft Incoming Pipe Depth: Depth of 1.8 ft Collar: Depth of 4.3 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Needs tab/lip replaced • Medium-strong odor • Looks like there may be an old liner • Debris on bench MH 64 Zt:& GAS CONSULTING & SERVICES, INC. ,--,,,f,T.,..,-,-; C",9-,„Irr kfi,-, Sou,, Roundth ,, Rocic Interceptor Manhole Rehabilitation PHOTOS: , .,'• * „ ,‘,' * *;•''',1;.''''''''t '' ' ‘1,',,,,'''',,..*,,4:1.,.#4k.,,4,,,c4''*/f' '',• ' *'''' '''' ''' ''' ' ''''''„, : ,''' '' •' '*—7:'''''.7i'k,e..' 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'''•tx.‘,;,,,,,,,i,,,..-• ' *A, • • ...„,_ •- ,. * ...L.-. •• mH 64 AGAS CONSULTING&SERVICES, INC. ,. .; %Aim,sormr1 South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1437313 Bottom of 13.0 ft Trough Depth: Top of 12.8 ft, 11.7 ft, 12.0 ft, 11.9 ft Bench Depth: Bottom of 13.0 ft, 13.2 ft, 13.2 ft, 13.2 ft Bench Depth: Top of 11.7ft Interceptor Pipe: Flowline of 13.4 ft Incoming Pipe Depth: Depth of 2.2 ft Collar: Depth of 4.6 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3 manhole possible needed replacement NOTES & COMMENTS: • Located in a street, will need traffic control • Heavy odor • Exposed aggregate in trough • Minor exposed aggregate on walls, medium at top MH 65 A SS SCO & E VICE ,INC. South Round LTINC Rock Interceptor Manhole Rehabilitation PHOTOS: M F'dM F ;t -y� ., (R jm I L`'i e 47, Y ,.. .,,,,,,,,,":"‘... . ..' --,.*.„-#:* . ...,,- ......ii:-:.:3,... , . , ,, ..., -,.. - ' ,t 4 , t e Y r 7 f- n _ „1.�. A; i '-;--i� y ' Z r .$a:�c 1 Kr ::4, ,of. "‘,',. '-:'''', 11:::;:15.,..!:'L:ri'::i.,,,.-171::.;;-,,ijc,''-',1-,tr.",';::-" 1R v,, i :.r!..,.'1--:t.:',:}c:,_:1-7,',',,,,:';',::',,-;'''' .' R \ , \ . ' '-4''''' ay . „i4'.41.P1'''e*,, ,.'','''Ap'7C''It4.'7, ''''''''''' ''''''''''';::.''t.:. 'ys ,,, , t ! fry:` - � 4 - - , tt, / 6; MH 65 CAS CONSULTING &SERVICES, INC. A South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1437312 Bottom of 13.3 ft Trough Depth: Top of 11.8 ft, 11.7 ft Bench Depth: Bottom of 12.2 ft, 12.1 ft Bench Depth: Top of 11.9ft Interceptor Pipe: Flowline of 12.6 ft Incoming Pipe Depth: Depth of 1.6 ft Collar: Depth of 3.7 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 3.5 manhole possible needed replacement NOTES & COMMENTS: • Ring needs to be replaced, it is detached and has concrete falling off • Concrete is in place,just discolored • Walls in good condition • One incoming line with little/no flow MH 66 A n c SAS CONSULTING, 8,,, SERVICES,INC. South RounuA Rock Interceptor Rehabilitation PHOTOS: ' . if .c.. ,. - III ' '::-'-,,,,,*,:c,...---,--,.-; --':',;':','':'-::,-'',;'',:;,'i--;i,.i.-.---;-7::' „,,:,f,,,-*,(0',,,,,;:-.,„'ili•si' J,- ,.. , NI'? ".4,1-7, -- iaokk ,,,,:--,. "'4,V4iii',,, ,:,4,::,',7!--,:ii,,:-:::,-:';',4e ,,, ii -;-t.,-iii '''' ,„,,— , !;2,.,ite*' ' 1111," ,.,,,,,,4 --''-- '- Y.: - 8,.'4 - '',.4.-,• it., 4.--c if 0 ,4,0"eie' - 441,1'• --, ' .„,-- .-- -,,, leifil --2 • *''..;',--,..';',-4, -', 4,4:::'4,*" ,,4,4".tik', ,,,,ifir • '14filii 4\ ,„„, -,--,.....,.. _, i',,--.::,!,, ..„-',..:,,,,itio(i, t-,:,-..: ‘,-. ,•*•,,,,, . i kk ' ''' ,t ..- ; ,'' 'i-';411'ir''''' .. '' : ' ,•,',- '':''-- ''', „......42114,,, _• '''''''•..--.:4,::'''.44t-x' ',,,''''''''i:•;;•:,0 $ • . .,, . * .• ,... ..,...,,#?.. 0, . . ' :• ..'.i• 0 .' I ',11` - •-,.-"-i47":„:,-,-' )., -4'' • 1' , ‘ i . . ,..., •, ik MH 66 \ „,,,,,4 41!t:'' *:.•:,1':' „: ,e± .A CONSULTING &SERVICES, INC. , South Round Rock Interceptor Manhole Rehabilitation Manhole UID Number: 1437311 Bottom of 10.3 ft Trough Depth: Top of 9.1 ft, 9.2 ft Bench Depth: Bottom of 9.6 ft, 10.0 ft Bench Depth: Top of 9.1 ft, 8.9 ft Interceptor Pipe: Flowline of 8.4 ft External Drop Depth: Depth of 0.7 ft Collar: Depth of 3.1 ft Cone: Diameter: 24-inch lid, 48-inch manhole FIELD ASSESSMENT SCORES: CRITERIA Very Bad Poor Adequate OK Good SCORE Bad (1) (2) (3) (4) (5) (0) Physical Very bad Bad condition, Poor Average to OK condition, Good Condition condition, extensive rehab condition, poor,some minor rehab condition replace necessary, major work work needed 4 manhole possible needed replacement NOTES & COMMENTS: • Austin and Round Rock flows combine into this manhole • Coating still in tact • Has flow meter • One external drop MH 67 CAS CONSULTING & INC. 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L yL M1 Vt - ' ' ,' 4-p‘i*' 61$4<St;'._iii;-:"1. ' '74. ''''''.Cl:%.,:A''''''...;,::' ",'''''',_..•>i:1/I , ..* '1°,1.-'1A;),„,,....e.;* At I,..,,,j ',k ' . 4:c. _ , ,4-4 ',.,A- ......,, ilo, r;- 4,.: .,„--- A- . .1 r ,;„ ,7,". „,........... .,,,.. \ .' 1/4 °L, ''''',, f ', ' 1/4s,:****, Mk , ,,,,, , ‘ t zy---, ,,,-.„-, .--. - - , , - --:;: i al ' \ ' ' ': : k'Q''''' ' ' IP ,,,,,,„ i ik.i,:z„,,,,, wi , ,v,,,,\N‘;‘,.',,,,.. .,, 1._.‘:. '':'1,:: t '.. .4!5 .7.--7.. 2 , ' ' , '\,../ ,._, 441 r..t_ sr ...,.....-:...,, ,. " .i.'''.4A Itr- ---'-'4' s,'(.,. : i --` 'i*,-' * I N � F �z "� it „1:: .l� ro °'-'0,yam 'b '4. 9� i 1':..1." .:N-4‘7.:' :,..''',1 1 tik' Arl,'i3 -L'''''''/411. ' = ate ", _.Ite7% MH 67 02000 PLANS, DETAILS AND NOTES If applicable, insert reference(s)to project plans; details; and notes Respondent questionnaire and construction drawings in a separate document. CERTIFICATE OF INTERESTED PARTIES FORM 1295 lofl Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2021-743491 Cruz Tec Inc Houston,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party tot the contract for which the form is 04/26/2021 being filed. City Of Round Rock Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identity the contract,and provide a description of the services,goods,or other property to be provided under the contract. 000000 South Interceptor Manhole Rehabilitation 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I intermediary 5 Check only if there is NO interested Party. X 6 UNSWORN DECLARATION My name is �Vt•t'►Vl �" " '� and my date of birth is (' Myaddressis , p `� 1VW l�/ SI"' ► �� (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in U w' t County, State of —on the day of Q ,20A (month) (year) Signature of author' agent of ontracting business a tity (Dedara Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.ceffd98a 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.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2021-743491 Cruz Tec Inc Houston,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 04/26/2021 being filed. City Of Round Rock Date Acknowledged: 04/27/2021 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 j South Interceptor Manhole Rehabilitation Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary 5 Check only if there is NO Interested Party. MV 2 6 UNSWORN DECLARATION My name is and my date of birth is My address is (street) (city) (state) (zip code) (country) I 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) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.ceffd98a