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HomeMy WebLinkAboutNu-Line Technologies - 2015-08-17heCITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION DATE- 6/21/2016 TO: THOSE LISTED HEREON FROM. John Griffin, PW Contract Administrator ,'. SUBJECT' Retention Release Payment - PO #21711 OJ Supplier #98373 Co #511 Sewer Lining Project, Project # 1506 Contractor's Name Nu -Line Technologies, LLC Address 102 Second Street City, State and Zip Code Encinitas, CA, 92024 Phone Number 760-6342822 City Business License Number A294449 Notice of Completion (Date by City Clerk) 4/22/2016 The conformed copy of the Notice of Completion for the above contract has been filed The thirty-five (35) day waiting period has elapsed or will elapse before payment is made Processing of the retention payment is recommended so long as no stop notices or outstanding invoices are on file with the City I certify that no stop notices are on file Travis K Hopkdfs, Director of Public Works I certify that there are no outstanding invoices on file CL "l Date Zacks, Deputy City Treasurer I certify that no stop notices are on file, and that a guaranty bond has been filed with the City Clerk's Office Date Robin Estanislau, City Clerk �1 Attachments q-PP1 Certificate of Compliance with Prevailing Wage Laws•/ 2 Contractor's Certificate 3 Certificate of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 4 Consent for Release letter from the Surety Company 5 Maintenance Bond 6 Notice of Completion Certification of Compliance with Prevailing Wage Laws To City of Huntington Beach Department of Public Works 2000 Main Street/P 0 Box 190 Huntington Beach, CA 92648 Re Certification of Compliance with Prevailing Wage Laws Contract Project cJEwEi2 LL V1 t ✓1q___2T 44—� 50, 'Ili Q The undersigned contractor on the above -referenced project ("Project") hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract for the Project have been paid pursuant to the minimum wage and bona fide fringe benefit requirements specified for each particular classification of work, as set forth in the wage -rate determinations of the State of California, Department of Industrial Relations, and/or the United States Department of Labor I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct Executed this day of U/K-(_ , 20 1 (O , at &Cttl t7fl S , California u-LCVL2.-T--c� nol o L[5, LLc- (ContrL ctor Name)_DO i ✓%1 L t)L)9T- c'k1 APPROVED�S TO [ael E Gates Attorney i w z,7.1p - - ;zc3 CONTRACTOR'S CERTIFICATE I, , state and certify that (Name of Declarant) 1 Nll� -Ll, ✓1D� 0 ��-C_, is the general contractor to the City of Huntington Beach ("City") on eontract No / (the "Contract") for the construction of the public work of improvement entitled (the "Project") All work to be performed pursuant to the Contract has been completed in accordance with the Contract Documents (as such term is defined in the Contract) Except for the claims listed below and the disputed claims listed in paragraph five (5), all persons supplying labor, services, materials and equipment to the Project, including all claims against the contractor arising from the performance of the Contract, have been paid and satisfied (list unpaid debts and claims, if none, write "NONE") —INotx- 4 Attached hereto are the lien waivers required by the Contract Documents, which lien waivers have been executed by all persons who performed work on or supplied labor, services, materials, and/or equipment for use at the Project Set forth below is a list of disputed claims or claims that are the subject of a Notice to Withhold filed pursuant to the Civil Code of the State of California (list all disputed claims, if none, write "NONE") f� o N� - I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct Executed at g 1-1C i h1 n-45 CA on this 6-1h day of , 201 APPROVED AS ORM Michae Gates City ttorney Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 To City of Huntington Beach Department of Public Works 2000 Main Street/P 0 Box 190 Huntington Beach, CA 92648 Re Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Contract ProjectM• .r[ . The undersigned contractor on the above -referenced project ("Project") hereby certifies that it has complied with title VII of the Civil Rights Act, the Equal Opportunity Act of 1972 and Executive Order 11246, and has not discriminated against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, national origin, age or disability The undersigned contractor also certifies that it has not maintained any segregated facilities at its establishments on the basis of race, color, religion, sex, sexual orientation, gender identity, national origin, age or disability (with the exception of access for the disabled) I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct Executed this day of J Lkft-L— , 20 1(0 , at NU-LL; -rem n r *15 , California s L.Lc_ (Con ractor Name) 6C APPROVED F r By Micael E Gates Ci Attorney 1 RECEIVED BY (Name) (Date) • TO FROM DATE SUBJECT CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office after signing/dating CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION City Treasurer City Clerk - 7 -If ��� Bond Acceptance I have received the bonds for CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No CC No MSC No Other No g /forms/bond transmittal to treasurer (Company Name) Approved Agenda Item No City Clerk Vault No. SIRE System ID No (Council Approval Date) --hoot j EXECUTED IN DUPLICATE BOND NO 2207219 PREMIUM INCLUDED IN PERFORMANCE BOND MAINTENANCE BOND KNOW ALL PERSONS BY THESE PRESEN FS That NU LINE TECHNOLOGIES, LLC _ (contractor's name) 102 SECOND STREET, ENCINITAS, CA 92024 _ _ (contractor's street address, city and state and zip code) Ds Principal (hereinafter called Contractor), and NORTH AMERICAN SPECIALTY INSURANCE COMPANY (surety's name) 6 HUTTON CENTRE DRIVE SUITE 850 SANTA ANA CA 92707 (surety's street address, city and state and zip code) a corporation organized and existing under the laws of the Slate of NEW HAMPSHIRE with Its principal office in the City of SCHAUMBURG, IL as Surety (hereinafter called Surety), are held firmly bound unto CITY OF HUNTINGTON BEACH as Obligee (hereinafter called Owner), in the amount of TWO HUNDRED FIFTY THOUSAND AND 001100 Dollars ($250 000 00 ), equivalent to the entire contract amount Including all orders, for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, Jointly and severally, firmly by these presents, WHEREAS, Surety is a duly admltied surety Insurer under the laws of the State of California, and Surety Is certified and listed in the U S Department of the Treasury Circular 570, and able to provide proof of bonding limitation shown In said circular Is sufficient to provide bonds In the amount required by said Contract, and Surety has provided financial strength ratings fiom reputable companies, such as from A M Best, Moody's, Standard & Poor's, to validate that Surety has positive ratings of being secure or stable, and Surety is registered and listed with the California Department of Insurance; and Contractor has by written agreement dated , 20_, entered into a con'ract with Owner for the SEWER LINING PROJECT, PROJECT # 1506 111 accordance with drawings and specifications prepared by which contract Is by reference made a part hereof (hereinafter referred to as the Contract), and The Contract provides that the principal wilt guarantee, for a period of one year, the work performed as part of the Contract from and against all defects In materials and workmanship, and Tho Contract also provides that the Contractor shall secure Contractor's obligations during the one-year period with a bond executed by a surety duly admitted in the state of California, and The Contract has been completed, and the Owner, Contractor and Surety agree that the commencement date for this Guarantee and Bond shall be -_- MAY 27 , 2016, NOW, IHEREFORE, THE CONDITION OF THIS OBLIGAI ION Is such that if Contractor shall, for a period of one year from and after the date of completion and acceptance of the Contract by Owner, repair and/or replace any and all defects ansing in the Work, whether resulting from defective materials or defective workmanship, then this obligation shall be null and void, otherwise it will remain In full force and effect The Surety hereby waives notice of any alteration or exteiision of time made by the Owner Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Surety shalt, within thirty (30) days following Owner's written notice of default, either (a) remedy the default, or (b) shall promptly, complete the Contract in accordance with its terms and conditions Surety shall save the Owner harmless from any claims, Judgments, liens or losses ansing from the Surety's failure to either remedy the default or to complete the Contract In accordance with its terms and conditions In a timely manner 15-4594/11813& Whenever the Principal shall be, and declared by the Owner to be In default under the Contract, which shall Include without limitation, any breach or default of the Contract, then, after written notice from the Owner to the Surety, as provided for below, the Surety shall either, (a) remedy the default or breach by the Principal, or (b) shall promptly and faithfully take charge of the Work and complete the Work In accordance with the requirements of the Contract with a contractor other than the Principal, at its own expense, and make available as work progresses sufficient funds to pay the cost of completion less the unpaid balance of the Contract including other costs and damages for which the surety may be liable hereunder, provided, however, that the procedure by which the Surety undertakes to discharge its obligations under this Bond shall be subject to the advance written approval of the Owner Within thirty (30) days after Surety's receipt of a written notice from Owner of the failure of performance of the Contract by the Principal, It shall be the duty of the Surety to give to the Owner a notice, in writing, of the Surety's election to (a) remedy the default(s) of the Principal promptly, or (b) ai range for performance of the Contract promptly by a contractor other than the Principal, time being of essence to this Bond, In said Notice of Election, the Surety shall state the date of commencement of its cure or remedy of the Principal's default(s) or its performance of the Contract The Surety's obligations for cure or remedy, Include but are not limited to, correction of defective work and completion of the Contract, additional legal, design professional and delay costs arising from Surety's actions or failure to act, and liquidated damages (or if no liquidated damages are specified In the Contract, actual damages caused by delayed performance or non-performance by the Principal). The Surety shall give prompt written notice to the Owner upon completion of the cure or remedy of the Principal's default(s) of its performance of the Contract, if the Surety does Issue its Notice of Election and does not proceed to cure or remedy the Principal's default(s) of Its performance of the Work within thirty (30) days after receipt of a written notice from Owner, Surety shall be deemed to be In default on this bond, and the Owner shall be entitled to enforce any remedy available to Owner No right of action shall accrue on this bond to or for the use of any person or corporation other than the owner named herein or the successors of Owner, Signed and sealed this 27TH day of Principal Raised Corporate Seal [MUST BE AFFIXED] Principal Raised Corporate Seal [MUST BE AFFIXED] NOTES Acknowledgments must be completed and returned as part of the bond Raised Corporate Seals are mandatory Please attach Power of Attorney 1545841118138 MAY , 20 16 NU LINE TECHNO Name) By DOMINIC J BURTECH, JR PARTNER (Title) NORTH AMERICAN SPECIALTY INSURANCE COMPANY (Surety Na ) By xx, eal) MARK D IATAROLA, ATTORNEY -IN -FACT APPROVED AS �RM B �EGaf_es,ity Attorne/y% It f , �C1 I--, California Acknowledgment Form A notary public, or other officer completing this certificate verifies only the idcntity of the individual who slgncd the document to which thi% certificate Is attached dnd.not the truthfutnc%ti, accuracy, or valydm, of that document State of Cal of ua %� ss County of / On A1/3/l6 personally a before m Arthur P.Arquffla, Notary PubHe T nsert name and title of the officer dY►'?!h! G L' who proved to me on the basis of satisfactory evidence to e the person(s) whose name(s is/ subscribed to the within instrument and acknow dged to me thaw h�she/they executed the same i his er/their au- thorized capactty(tes), and that b his/ er/their signature(s) on the instrument the person s), or the entity upon behalf of which the person(s acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct Scat @ARTHUR P ARQUILLA Cotomu mn No 2D51358 NOTARY Pusk CAUFORNIA ✓; SAN DIEGO COUNTY _ Commuson E)pms January 7, 2018 WITN my han nd official seal Signature of Optional Information To ltcip prcvent fraud it is recommcnded that you providc information about dic altawhcd douuncnt bclow `*'Tiro +5 not regwrcd undcr California Slale ootary public law ••• Document Title # of Pages Notes r,7ni.tr..0 , Z1,+..1 M.— I- ,,,,,,,,,N „r,,, , IRAR17/,1.1071 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL .. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of California ) County of SAN DIEGO ) On 05/27/2016 before me, JISSELLE MARIE SANCHEZ, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared MARK D IATAROLA Names) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(a) is/er-e subscribed to the within instrument and acknowledged to me that he/she4hey executed the same in hiss authorized capacity0es), and that by his/4e644e►r signature(s) on the instrument the person($), or the entity upon behalf of which the person(s) acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct y .w.. JISSELLE MARIE SANCHEZ WITNESS my hand and official seal COMM # 2129586 Z " SAN DIEGO COUNTY < \f NOTARY PUBLIC-CALIFORNIA Z Signature d MY COMMISSION EXPIRES S gna f Notaoiblic OCT. 09, 2019 Place Notary Seal Above OPTIONAL Though this section Is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document Number of Pages Document Date Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer(s) Signer's Name MARK D IATAROLA ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual N Attorney in Fact ❑ Trustee ❑ Guardian or Conservator D Other Signer Is Representing Signer's Name ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer Is Representing 02014 National• • •n - www NationalNotary • • iNOTARYi i • • i NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having Its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumbuig, Illinois, each does hereby make, constitute and appoint JOHN G MALONEY, HELEN MALONEY, MICHELLE M BASUIL, and MARK D IATAROLA JOINTLY OR SEVERALLY Its true and lawful Attorneys) -In -Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of FIFTY MILLION ($50,000,000 00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Diiectors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9`b of May, 2012 "RESOLVED that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company, and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when So affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached " 7Y IINIIIIU14411y b 0, \\�OQ�GiA ysG�% '�y GOpPO/T�G9 i 1-9 l�/� Byr $o`� �1P(IONgI'rt �`GORPO/�T SG = SEAL Steven P Anderson, Senior Vice President or Washington International Insurance Company SEAL in 1973 W n & Senior Vice President or North American Specialty Insurance Company m NAMPS� "I,, By 4A40�IUImi Michael A Ito, Senior Vice Pritsident or Washington International Insurance Company & Senior Vice President orNorth American Specialty insurance Company iN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be heieunto affixed, and these presents to be signed by their authorized officers this 17th day of September , 20 15 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss On this 17th day of September , 2015 before me, a Notary Public personally appeared Steven P Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies OFFICIAL SEAL M KENNY NOTARY PUBLIC STATE OFIWNOIS M Kenny, Notary Publrs. ` MY COMMISSION EXPIRES 12/04/2017 - I, Jeffrey Goldbeig_die duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given b) said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 27th day of MAY 20 16 Jeftre, Goldberg Vice President & Assistant Secretary of Washington International Insurance Compani & North Amencan Specialth Insurance Company CONSENT OF SURETY TO REDUCTION IN OR PARTIAL RELEASE OF RETAINAGE Conforms with the American Institute of Architects, AIA Document G707A TO OWNER CITY OF HUNTINGTON BEACH (Numeand address) 2000 MAIN STREET HUNTINGTON BEACH, CA 92648 PROJECT SEWER LINING PROJECT (Name and address) EXECUTED IN DUPLICATE BOND NO 2207219 OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY OTHER ❑ ARCHITECT'S PROJECT NO CONTRACTFOR PROJECT#1506 CONTRACT DATED In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the (in teri name and address of Suret)) NORTH AMERICAN SPECIALTY INSURANCE COMPANY 6 HUTTON CENTRE DRIVE, SUITE 850 SANTA ANA, CA 92707 ,SURE IY, on bond of (fn wrt name and address of Contractor) NU LINE TECHNOLOGIES, LLC 102 SECOND STREET ENCINITAS, CA 92024 ,CONTRACTOR, hereby approves the reduction in or partial release of retainage to the Contractor as follows FROM FIVE PERCENT (5%) TO ZERO PERCENT (0%) ---------------- The Surety agrees that such reduction in or partial release of retainage to the Contractor shall not relieve the Surety of any of its obligations to (Insert name and address of (honer) CITY OF HUNTINGTON BEACH 2000 MAIN STREET HUNTINGTON BEACH, CA 92648 OWNER, xs sit forth in Said Surety's bond IN WITNESS)MIEREOF, the Surety has htrtunto set its hand on this date JUNE 9, 2016 (invert to writing the month followed by the numeric date and year ) NORTH AMERICAN SPECIALTY INSURANCE COMPANY (Surety) BY /�� o . C (Signature ofautlrorized representative) MARK D IATAROLA, ATTORNEY-IN-FACIT A ttt,vt (Seal) (Printed name and title) S-2133/GEEF 12/00 FRP CALIFORNIA• • • • A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of Califoma County of SAN DIEGO On 6/9/2016 Date personally appeared before me, MICHELLE M BASUIL, NOTARY PUBLIC Here Insert Name and Title of the Officer MARK D IATAROLA Name(&) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(a) is/ere subscribed to the within instrument and acknowledged to me that he/sFieftey executed the same in hisMe� authorized capacity4es), and that by his/ #ae# signature(s) on the Instrument the person(b), or the entity upon behalf of which the person(s) acted, executed the Instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct WITNESS my hand and official seal MICHELLE M BASUIL Signature y� n COMM # 203491 1 � � Z =� SAN DIEGO COUNTY Signature of Notary Public Q NOTARY PUBLIC-CALIFORNIA Z QQ MY COMMISSION EXPIRES AUG 24,2017 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document Number of Pages Document Date Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer(s) Signer's Name MARK D IATAROLA ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ® Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer Is Representing Signer's Name ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator F- Other Signer Is Representing 02014 •nal Notary Association• • •• :11 • :11 ••: 91 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS THAT North Aiiencan Specialty Insurance Company, a corporation duly organized and existing colder laws of the State of New Hampshire, and having its pnncipal office in the City of Manchester New Hampshire and Washington International Insurance Company a corporation organized and existing tinder the laws of the State of Nees Hampshire and having its pnncipal office in the City of Schaumburg Illinois each does hereby make constitute and appoint JOHN G MALONEY, HELEN MALONEY, MICHELLE M BASUIL, and MARK D IATAROLA JOINTLY OR SEVERALLY Its true and lawfiil Attorney(s)-m-Fact, to make execute, seal mid debt er for acid on its behalf and as its act and deed, bonds or other Wntmgs obligatory in the nature of a bond on behalf of each of said Companies as surety on contracts of stuetyslup as are or may be required or permitted by late regulation contract or others ise piovided that no bond or tmdertakung or contract or suretyslup executed tinder this authority shall exceed the anion nt of FIFTY MILLION ($50,000,000 00) DOLLARS This Power of Attorney is granted and is limed by facsumile under and by the autlionty of the follon mg Resolutions adopted by the Boards of Duectors of both North Amencan Specialty histuance Company and Washington International Iisur-ance Company at meetings duly called and held on the 9`' of May 2012 "RESOLVED, that any mo of the Presidents, any Managing Duectoi, any Senior Vice President any Vice President any Assistant Vice President, the Secretary or any Assistant Secretary be and each or any of them hereby is authonzed to execute a Power Of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds undertakings and all contracts of surety and that each or any of them hereby is authonzed to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company. and it is FURTHER RESOLVED, that the signature Of such officers and the seal of the Company may be affixed to any such Power of Attorney or t0 any certificate relating thereto by facsimile and any such Power of Attorney Or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company ashen so affixed and in the fitttue tt ith regard to any bond undertaking or contract Of surety to which it is attached ' UTY ��/ ��wnair�ewf+wiy gtiONgl 1�y GppPOiterFG By GOpPOR4TS' SEAL Stesea P Anderson, Senior Nice President or Washington International insurance Companv SEAR P z T,x 1973 ai n & Semor Vice President of !North American Specialty Insurance Company �QM Bt Airchaei it Ito iemortcc Prcst eut of \t astan onon mrance our any _' JJ mr � P & Senior Nice President of North 9mencan Spenalh Insurance Compant P_v WITNESS WHEREOF North Amenean Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed and these presents to be signed by then authonzed officers this 17th day of September 2015 Not th American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook On this 17th day of September , 2015 , before me, a Notary Public personally appeared Steven P Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President Of North American Specialty Insurance Company mid Mtchiaeh A Ito Senior Vice President of Washtnngton International Insurance Company and Senior Vice President of North American Specialty Insurance Company personally kniown tome, who being by me duly sttoni acknowledged that they signed the above Power of Attorney as Officers Of and acknott ledged said mstiument to be the t oluntary act and deed of then respective companies OFFICIAL SEAL M KENNY NOTARY PUBLIC, STATE OF IWNOIS MY COMMISSION EXPIRES 1210412017 M Krriny, Notary Public I Jeffrey Goldberg , the duly elected Assistant Secretary of North Aimencmt Specialty Iiswance�Conipany'an(i Washington International Insurance Company do hereby certify that the above and foregoing is a tnie and correct copy of a Po -per of Attorney grt en by said North Arnenean Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect IN WITNESS WHEREOF I have set my hand and affixed the seals of the Companies this 9TH day of DUNE , ,,20 15 Jeffrey Goldberg Vice President & Assistant Secretary of Washington International Insurance Compan) & North American Specialty htuuame Company CONDITIONAL WAIVER AND RELEASE UPON FINAL PAYMENT. (Civil Code, §3262 (d)(3)) Upon receipt by the undersigned of a check from City of Huntington Beach (Maker of check) in the sum of $ $13 603 53 (Retention) Payable to Nu -Line Technologies, LLC and when the check has been properly endorsed and has been paid by the bank upon which it was drawn, this document shall become effective to release any mechanic's lien, stop notice, or bond right the undersigned has on the job of Sewer Lining Project #1506 (Owner) Located at Various Locations in the City of Huntington Beach (Job Description) This release covers the final payment to the undersigned for labor, services and equipment or material furnished on the job, except for disputed claims for additional work in the amount of $ -0- Before any recipient of this document relies on it, the parties should verify evidence of payment to the undersigned Dated 6/6/16 Nu -Line Technologies, LLC Company Name) r� - RETIBY /?'7.0 (N ma e) (Date) • CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office after signing/dating CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO City Treasurer FROM City Clerk ff DATE — / �s SUBJECT Bond Acceptance I have received the bonds for CAPITAL PROJECTS (Includes CC's and MSC's) ,4 Performance Bond No. Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No CC No 115-0,10 MSC No Other No g /forms/bond transmittal to treasurer (Company Name) Approved e // (Council Approval Date) Agenda Item No j City Clerk Vault No SIRE System ID No Document- 1090329-Page-1 Page 1 of 1 PLEASE COMPLETE THIS INFORMATION RECOROING REQUESTED BY: WHEN RECOROED MAIL TO: CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT Attn: John Griffin P.O. Box 190 — 2000 Main Street Huntington Beach, CA 92648 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder 111111 IHI III IIIIIII 11111111111 1HI 11111111111111111111II NO FEE * $ R 0 0 0 8 3 1 9 3 9 8 $ 201600017712910:48 am 04/22/16 90 404 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 THIS SPACE FOR RECORDER'S USE ONLY NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington Beach, CA 92648, that the contract heretofore awarded to Nu -Line Technologies, LLC, who was the company thereon for doing the following work to -wit: Sewer Lining Project, Project # 1506 That said work was completed 0411512016 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and that said work was accepted by the Director of Public Works on 0411512016, per City Council Resolution No. 2003-70 adopted October 6, 2003. That upon said contract North American Specialty Insurance Company, was surety for the bond given by the said company as This document is solely for the official business of the City of Huntington Beach, as contemplated under Government Code Section 6103 and should be recorded free of charge. Director of Public Works r City Engineer Date City of Huntington Beach, California STATE OF CALIFORNIA) County of Orange ) ss City of Huntington Beach ) I, the undersigned, say: I am an Agent of the City of Huntington Beach, owner in fee, in the foregoing NOTICE OF COMPLETION. I have read said NOTICE OF COMPLETION and know the contents thereof; the same is true of my knowledge. I declare under penalty of perjury that the foregoing is true and correct, and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the County Recorder of Orange County. This document is solely the official business of the City of Huntington Beach, as contemplated under Government code section. 6103 and should be recorded free of charge. Director of Public Works or)City Engineer Date City of Huntington Beach, California THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) about:blank 4/27/2016 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND NU -LINE TECHNOLOGIES, LLC FOR FY 2014/15 SEWER LINING PROJECT THIS AGREEMENT ("Agreement") is made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and Nu -Line Technologies, a California corporation, hereinafter referred to as "CONTRACTOR " WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as FY 2014/15 Sewer Lining Project in the City of Huntington Beach, and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged the parties covenant and agree as follows 1 STATEMENT OF WORK ACCEPTANCE OF RISK CONTRACTOR shall complete and construct the PROJECT pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance by CITY, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of work, and for all other risks of any description in connection with the work, including, but not limited to, all expenses incurred by or in 1 City Funded Contract - consequence of the suspension or discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal 2 ACCEPTANCE OF CONDITIONS OF WORK, PLANS AND SPECIFICATIONS CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and obligations of this Agreement and the Contract Documents (as defined below in this Section), has inspected the location of the job site, and the conditions under which the work is to be performed, and that it enters into this Agreement based upon its thorough investigation of all such matters and is relying in no way, upon any opinions or representations of CITY It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement "Contract Documents" as defined herein mean and include A This Agreement, B Bonds covering the work herein agreed upon, C The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Department of Public Works of CITY, and any revisions, amendments or addenda thereto, 2 City Funded Contract - D The current edition of Standard Specifications for Public Works Construction, published by Builders' News, Inc, 10801 National Boulevard, Los Angeles, CA 90064, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee, E Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal, (which is attached hereto as Exhibit "A" and incorporated herein by this reference), F The particular Plans, Specifications, Special Provisions and Addenda applicable to the PROJECT Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both In case of a discrepancy between any Plans, Specifications, Special provisions, or Addenda, the matter shall be immediately submitted by CONTRACTOR to the Director of Public Works of CITY or his or her written designee (hereinafter referred to as "DPW"), and CONTRACTOR shall not attempt to resolve or adjust the discrepancy without the decision of DPW, save only at its own risk and expense Should there be any conflict between the terms of this Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein 3 City Funded Contract - shall be considered as an acceptance of the terms of the bid or proposal which is in conflict herewith 3 COMPENSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement, subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed Two Hundred and Fifty Thousand Dollars ($250,000 00), as set forth in the Contract Documents, to be paid as provided in this Agreement 4 COMMENCEMENT OF PROJECT CONTRACTOR agrees to commence the PROJECT within ten (10) working days after the Notice To Proceed is issued and diligently prosecute the PROJECT to completion within Forty — Five (45) consecutive Working days from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Ag reement 5 TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the performance of this Agreement and each and every provision of the Contract Documents CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set forth in the Contract Documents CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion 4 City Funded Contract - of the PROJECT and in accordance with the terms and provisions of this Agreement CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the work of other contractors, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises 6 CHANGES CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change there from is authorized in writing by DPW CONTRACTOR agrees to make any and all changes, furnish materials and perform all work necessary within the scope of the PROJECT as DPW may require in writing Under no condition shall CONTRACTOR make any changes without the prior written order or acceptance of DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by DPW When directed to change the work, CONTRACTOR shall submit immediately to DPW a written cost proposal reflecting the effect of the change Should DPW not agree to such cost proposal, the work shall be performed according to the changes ordered in writing by DPW and the proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by CONTRACTOR, thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or downward accordingly 7 NOTICE TO PROCEED No work, services, material, or equipment shall be performed or furnished under this Agreement unless and until a Notice to Proceed has been given to 5 City Funded Contract - CONTRACTOR by CITY CITY does not warrant that the work will be available on the date the Notice to Proceed is issued in the event of a delay in commencement of the work due to unavailability of the job site, for any reason, relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability Only bonds issued by California admitted sureties will be accepted CONTRACTOR shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney One in the amount of one hundred percent (100%) of the contract price to guarantee the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent of the contract price to guarantee payment of ail claims for labor and materials furnished In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice of Completion 9 WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective item or items Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense 6 City Funded Contract - 10 INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR is, and shall be, acting at all times hereunder as an independent contractor and not an employee of CITY CONTRACTOR shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services performed hereunder 11 LIQUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY, and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of Five Hundred Dollars ($500 00) per day for each and every working days delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by reason of such delay, and CONTRACTOR agrees to pay these damages herein provided, and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in the completion of the work due to 7 City Funded Contract - unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather, or delays of subcontractors due to such causes CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay (unless DPW shall grant a further period of time), notify DPW in writing of the cause of the delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay, and the decision of DPW shall be conclusive on the parties hereto Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days CONTRACTOR has thus been delayed, but no allowance or extension shall be made unless a claim therefore is presented in writing to CITY within fifteen (15) days of the commencement of such delay s City Funded Contract - No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or delays by other contractors or subcontractors will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR 12, CHANGES IN WORK A Definitions (1) "Change Order" means a document signed by the CONTRACTOR and CITY which authorizes an addition, deletion or revision in the work, or an adjustment in the Compensation under Section 3, or the Completion Time specified at Section 4 (2) "Demand" means a written demand for a Change Order by the CONTRACTOR or CITY for changes in the work as stipulated in the contract documents B No Change Order may be granted except where the CONTRACTOR has submitted a Demand to the DPW (or his or her written designee) All Demands shall be submitted promptly, but in no event later than fifteen (15) days after the occurrence of the event giving rise to the Demand The Demand shall be in writing and include all documents necessary to substantiate the Demand The DPW shall act on the Demand within fifteen (15) days after receipt, including by requesting additional information from the CONTRACTOR to determine whether to approve the Change Order the Demand seeks The DPW shall act on the Demand within fifteen (15) days after receipt of the additional information or within a period of time no greater than the time the CONTRACTOR took to produce the additional information requested, whichever is greater 9 City Funded Contract - C Notwithstanding the fifteen (15) days to submit a Demand under Subparagraph C, in the case of changed conditions or unknown site conditions, immediately upon encountering the conditions, CONTRACTOR shall notify the DPW in writing of the conditions immediately, so that the CITY may promptly investigate the conditions D If the CONTRACTOR disputes the DPW's written response on the Demand, or the CITY fails to respond within the time prescribed, the CONTRACTOR may so notify the DPW, in writing, either within fifteen (15) days of receipt of the DPW's response or within fifteen (15) days of the DPW's failure to respond within the time prescribed, respectively, and request an informal conference to meet and confer for settlement of the Demand Upon the CONTRACTOR's request, the DPW shall schedule a meet and confer conference within thirty (30) days to seek to resolve E CITY and CONTRACTOR shall execute appropriate Change Orders covering changes to the time or price by executing the Change Order by mutual agreement If the CITY and CONTRACTOR are unable to reach a mutual agreement, then the DPW shall issue a written decision on the claim within a reasonable time F Following the meet and confer conference, if the Demand remains in dispute, the CONTRACTOR may file a claim with the City as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3 6 of Title 1 of the Government Code For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the CONTRACTOR submits his or her Demand until the Demand is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process 10 City Funded Contract - 13 VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment Payment to CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications Upon completion of the PROJECT, if the actual quantities used are either more than or less than the quantities listed in the bid schedule, the bid price shall prevail subject to the provisions of this Section DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, :n payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement If the quantity variation :s such as to cause an increase in the time necessary for completion, DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its sole judgment the findings warrant 14 PROGRESS PAYMENTS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof From each progress estimate, five percent (5%) will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work, will be paid to CONTRACTOR 11 City Funded Contract - When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent (50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring the payments of each month up to one hundred percent (100%) of the value of the work completed since the commencement of the PROJECT, as determined in its sole discretion by DPW, less all previous payments and less all previous retained amounts CITY's final payment to CONTRACTOR, if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY Provided, however, that in the event of a dispute between CITY and CONTRACTOR, CITY may withhold from the final payment an amount not to exceed 150 percent of the value of any disputed amount of work Payments shall be made on demands drawn in the manner required by law, each payment to be accompanied by a certificate signed by DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement Partial payments on the contract price shall not be considered as an acceptance of any part of the work 15 WITHHELD CONTRACT FUNDS SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR, who shall retain beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by CITY to ensure performance under the terms of this Agreement 12 City Funded Contract - 16 AFFIDAVITS OF SATISFACTION OF CLAIMS After the completion of the work contemplated by this Agreement, CONTRACTOR shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying materials and all subcontractors working upon the PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California 17 WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement 18 INDEMNIFICATION DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or 13 City Funded Contract - passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the CITY, its officers, elected or appointed officials, employees, agents, and volunteers CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONTRACTOR 19 WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq of this Code, which requires every employer to be insured against liability for workers' compensation, CONTRACTOR covenants that it will comply with such provisions prior to commencing performance of the work hereunder CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount of not less than the State statutory limits CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation 20 INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend, hold harmless and indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a policy of general public liability 14 City Funded Contract - insurance, including motor vehicle coverage covering the PROJECT This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount combined single limit bodily injury and property damage, including prod uctslcompleted operations liability and blanket contractual liability, of One Million Dollars ($1,000,000) per occurrence if coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars ($1,000,000) for this PROJECT This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers (the "Additionally Insured Parties") as Additional Insured, and shall specifically provide that any other insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary and non-contributory with any other valid and collectible insurance or self-insurance available to the Additionally Insured Parties Any available insurance proceeds in excess of the minimum coverage amount specified herein shall be available to the Additionally Insured Parties All coverage available to CONTRACTOR shall also be available to the Additionally Insured Parties Under no circumstances shall said above -mentioned insurance contain a self - insured retention without the express written consent of CITY, however an insurance policy "deductible" of $5,000 00 is permitted CONTRACTOR shall be responsible for causing all Subcontractors to maintain the same types and limits of insurance coverage as that required of CONTRACTOR by this Agreement 15 City Funded Contract - 21 CERTIFICATES OF INSURANCE ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement, the certificates shall 1 Provide the name and policy number of each carrier and policy, 2 State that the policy is currently in force, and 3 Promise to provide that such policies will not be canceled or modified without thirty (30) days' prior written notice of CITY CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR's defense, hold harmless and indemnification obligations as set forth under this Agreement CITY or its representative shall at all times have the right to demand the original or a copy of all the policies of insurance CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR's insurance policies, naming CITY, its officers, elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder 22 NOTICE OF THIRD PARTY CLAIM Pursuant to Public Contracts Code §9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent 16 City Funded Contract - jurisdiction which arises out of performance of this agreement within ten (10) days of receipt of such claim or claims 23 DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate this Agreement Unless the violation is cured within ten (10) days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have, terminate this Agreement upon the expiration of that time Upon such default by CONTRACTOR, CITY may elect not to terminate this Agreement, in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 24 and any damages shall be assessed as set forth in Section 24. 24 TERMINATION FOR CONVENIENCE CITY may terminate this Agreement for convenience at any time with or without cause, and whether or not PROJECT is fully complete upon seven (7) calendar days written notice to CONTRACTOR In the event of termination, under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period less all such payments already made In case of such termination for 17 City Funded Contract - convenience, the CONTRACTOR shall be entitled to receive payment for work executed, and costs incurred by reason of such termination In no event shall CONTRACTOR be entitled to recover overhead, profit or CONTRACTOR's fee on work not performed Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have no further obligation to CONTRACTOR 25 DISPOSITION OF PLANS ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost 26 NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or any part hereof, or any right or duty created herein, without the prior written consent of CITY and the surety 27 CITY EMPLOYEES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement No officer or employee of CITY shall have any financial interest in this Agreement in violation of the California Government Code 28 STOP NOTICES RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any 18 City Funded Contract - similar legal document This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR CITY may charge an administrative fee of One Hundred Dollars ($100) for every Stop Notice filed in excess of two (2), regardless of whether or not CITY is named in an action to enforce such stop notices CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement 29 NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below, provided that CITY and CONTRACTOR may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, reputable overnight carrier or U S certified mail -return receipt requested TO CITY TO CONTRACTOR City of Huntington Beach Nu -Line Technologies, LLC ATTN John S Griffin, Public Works 102 Second Street, Suite B 2000 Main Street Encinitas, CA 92024 Huntington Beach, CA 92648 30 SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of maters included or excluded from such provisions, and do not 19 City Funded Contract - interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement 31 IMMIGRATION CONTRACTOR shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of United States Code Section 1324a regarding employment verification 32 LEGAL SERVICES SUBCONTRACTING PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY, and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR 33 ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce'the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the non -prevailing party 34 INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate 20 City Funded Contract - or affect the remaining covenants and provisions of this Agreement No covenant or provision shall be deemed dependent upon any other unless so expressly provided here As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law 35 GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California 36 DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original Each duplicate original shall be deemed an original instrument as against any party who has signed it 37 CONSENT Where CITY's consent/approval is, required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event 21 City Funded Contract - 38 SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive 39 MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties 40 SIGNATORIES Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully for any injuries or damages to CITY in the event that such authority or power is not, to fact, held by the signatory or is withdrawn 41 ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth to this Agreement This Agreement, and the attached Exhibit "A", contain the entire agreement between the parties respecting the subject matter of this 22 City Funded Contract - Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof 42 CALIFORNIA PREVAILING WAGE LAW A The CITY has ascertained from the Director of Industrial Relations of the State of California the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for each craft or type of work needed to execute this Agreement, and the same has been set forth by resolution on file in the office of the City Clerk of CITY CONTRACTOR and any subcontractor under it shall pay not less than said prevailing wage rates to all workers employed on this public works Agreement, as required by California Labor Code Sections 1771 and 1774 In accordance with the provisions of Section 3700 of the California Labor Code, CONTRACTOR agrees to secure payment of compensation to every employee B Pursuant to this Agreement and in accordance with Section 1774 and 1775 of the California Labor Code, CONTRACTOR shall, as penalty to CITY, forfeit twenty-five dollars ($25) for each calendar day or portion thereof for each worker paid (either by CONTRACTOR or any of its subcontractors) less than the prevailing wage rate established for that particular craft or type of work 43 PAYROLL RECORDS CONTRACTOR agrees to keep accurate payroll record showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice or worker employed by it in connection with the PROJECT and agrees to require each of its subcontractors to do the same CONTRACTOR further 23 City Funded Contract - agrees that its payroll records and those of its subcontractors, if any, shall be available at all reasonable times to the CITY, and the employee or his representative, and the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards, and to comply with all of the provisions of California Labor Code Section 1776, in general IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers on 'DEGEM.Yotr i 2015 (A"6&1A*,Ay &7y Qkw�/L 1*6" tr /;r, 2ol ) CONTRACTOR (print ITS Chairman / Pi fi dent / Vice -President one) AND By 11,E UF���L (print name) ITS Secretary / Chief Financial Officer Asst Secretary / Treasurer (circle one) 24 City Funded Contract - CITY OF municipal California HUNTINGTON corporation, of BEACH, the State INITIATED AND A PROVED Director of Publi Works REVAJ OVED / ..- APPROVED City Attorney a of ,�x,& r A SECTION C PROPOSAL. for the construction of FY 2014/15 SEWER LINING PROJECT from VARIOUS LOCATIONS CC No. 1506 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 45 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or Jump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 SECTION C PROJECT BID SCHEDULE FY 2014/15 SEWER REHABILITATION PROJECT CC-1506 BID ITEMS Item ..n-•�'��I'o ��,t. j,�ju �eC��y_� ,�`r Description -b Quantity h�.L Q -Unit °'Unit Costs Total Cost"� �p'',.�T(Ex"tension)�,�, rv{{v '4 6 ? nvYdlf •~ �PeY�.aex.ili fle�"�« tk 2Ti'x'f mFrz 3 E f 3 L� +14 AR D +ngyyII't<ff 1 Mobilization/Demobilization 1 LS $4$ 75 2 Furnish Traffic Control 1 LS I $ Junpo $ 5� 3 Cleaning and preliminary video inspection of 8" sewer main tree 10,855 $ too �QQ $ �nU including roots and calcium removal LF 4 Install Inver and post video inspection of 8" sewer main 10,855 LF $ D•-75 $ 241 5 Grind and re -open sewer service lateral 260 EA $ PJ, CO $ 3900.00 TOTAL BID AMOUNT (BASIS OF AWARD) $ TOTAL BID AMOUNT IN WORDS �Wa f u MDW-n h7Z7-Y -RID Ct Sfi`lSD Imo l) A - es Note All extensions of unit prices will be subject to verification by Owner In case verification is required between the unit price and the extension, the unit price will govern The Owner reserves the right to reject any or all proposals and bid items C-2.1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find i ddeY �S P�o-h in the amount of 15j(Ti --'which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for_% ", as the case may be) Any standard Surety Bid Bond form is acceptable Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received - Bidder's Signature Ale.#] 7 /3 zos -� C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Item(s) Name and Address of Subcontractor State License Number Class Dollar Amount % of Contract 3 fe�Fo,zma,vc� t�paLiue i�c.y.�.aC�;� SSZS( C'-Z1z By submission of this proposal, the Bidder certifies That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing 2 That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 7//=ems atc�,v,ras Leo Date City State Do rn i n) c- J. BLcr4v,6n , being first duly sworn, deposes and says tha he r she is c'` of Nul ir;Q "feCSnnol , LLG the party making the foregoing bid that the bid isnot made in the interest of, or orPM behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham, that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. �� Name of Bidder Signature of B oz �S�'ce<, p 'i du, c E3 ,E,s,c,,v,T,� �'•a. 9zdz� Address of Bidder C-4 California Acknowledgment For A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of 0 County of On 71 Z-// personally appeared I ss before $fit ntC who proved tome on the basis of satisfactory evidence to be the person(s) whose name( is a subscnbed to the within Instrument and ackno ged to me tha e/ he/they executed the same I Is er/their au- thorized capacity(ies), and that his er/their signat e(s) on the Instrument the person s , or the entity upon behalf of which the person (s acted, executed the instrument 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. V, Seal ARTHUR P ARQUILLA Commission No 2051358 NOTARY PUBLIC CALIFORNIA v SAN DIEGO COUNTY Commission Expires January 7, 2018 Signature of Notary Optional Information To help prevent tratid, it is recommended that you provide information about the attached document below ***Tbtti is not required under Caidonua Slate notary public law *** Document Title Notes # of Pages mMI'l i iPn crap Nm — r — ,.,,.,,., N ray —t 19M 161_1 o77 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2014/15 SEWER LINING PROJECT, (I)(we)(rt) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows. "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein Date. �Tal 02c7, zpif C-5 Contractor DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation9 ❑ Yes &No If the answer is yes, explain the circumstances in the space provided Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. 1 am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- msurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract Date. D ?p /s C-7 Contractor BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct. Bidder Name SC Business Address City, (7w ) & - 5�53 Tele hone Number 9 7sz0 --� State Contractor's License No. and Class /D'// v%Zo1� Original Date Issued /0 .43/ (o Expiration Date C Vzoep State Zip The work site was inspected by JQ-!ge- z3e-z-7-w-,ay of our office on ✓�// /7 , 201 S The following are persons, firms, and corporations having a principal interest in this proposal: 304 6- fast Are) N, pnr%►ni+A, cACYio-2y SPS� Oc*P ockA-di cope' �eS©1u�Flsn 3o4 La C;cc4a• AYe, err-i ni fm , CA ift" + ti ; !1Z ^fin i l i 0 `9U r} e Gn 1� p +u Y�+✓.2fJ �o AA D i cad, �A �) 3 �S (i�.� � ► G P 1 �/ was ->�tyt x fc�v 4-b(22 lrtccK6r.4 P-oad, i .4 /y4-Dzj/L 4501owy +tmacwig. c,A 9a9')I 4N t LLC The undersigned is prepared to satisfy the Council of the City Of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth ,4/v- L/"C /I?e010;!�/,Fsf GLG COmpany.Nameh Signature of Bidder Printed or Typed Si Subscribed and sworn to t-kthre me this NOTARY PUBLIC ly of , 201 --- ­FABM,1 ARTH y Comnussion No 2051358 0 J NOTARY PUBLIC CALIFORNIA C-8 Comnnssion Expires January 7, 2018 NU)))LINE RESOLUTION OF NU LINE TECHNOLOGIES, LLC RESOLVED BY THE MEMBERS/PARTNERS of Nu -Line Technologies, LLC, a California Corporation as follows Appointment of Dominic J. Burtech Jr. as the official signatories for - Bidding Purposes - Contract Award - Change Orders - Dispute Resolutions - Project Completion Documents The resolution was adopted by the MEMBERS/PARTNERS of the LLC on this 21" day of July, 2015 at 102 Second Street SUITE B, Encinitas, CA 92024 CERTIFICATE OF MEMBERS/PARTNERS Dominic J Bu efi, Jr ,' embe Partner '6' JLL�'o (I w Jul J Burt h, Member/Partner randJ Durazo, Me�mber/Partner Salvador SA4� Wi JrMember/Partner ,qA0 4' al Ack owte .g ent Form FF LA,,omt�,ry pblic or other officer completing this certificate verifies only the identity of the individual who signed the ent to which this certificate is attached, and not the truthfulness, accuiac , or validity of that document State of Cah,r01T ss County of �Ly Arthur P.A rquffia, Noth i-y Pub iic On before me, n insert narnq and title of the officer) personally appearet �,,,rr« �it�yf*'l v':1i t% ��>ri�� �rz&- _ c% dt" zd who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) I are ubscnbed to the within Instrument and acknowledged to me that he/shIt, ey xecuted the same in his/her heir u- thorized capacity(ies), and that by his/h ei)signature(s) on e instrument the person(s), or the entity upon behalf of which the person(s) acted,, ecuted the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct Seal WITNE S my hand an icial seal ARTHUR P ARQUILLA Signature of Notary ti Commission No 2051358 v,� "'K NOTARY PUBLIC CALIFORNIA 0 SAN DIEGO COUNTY 5{ Commission Expires January 7, 2018 - Optional Information To hcip prevent fraud, it is recommended dint you provide mrorrnation about dic attached document below * —'nus is not required under Calironua State notary public law ""' Document Title # of Pages Notes Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of {Describe specific work and experience necessary for project. For example, "Sanitary sewer line installation of at least of 1,000 of 8-inch and greater in public right-of-way Sanitary sewer lift stations of similar size project work within public streets an area containing high ground water and pipeline construction in high ground water regions with trench depths of 8-feet to the invert."). Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: r;} or- -* -i� / ov C9i 61/ C, Name and Address of Public Agency ' Name and Telephone No of Project Manager: f �TE,er /�,,sc/%� - 9�{g� (� r�i� g 316 2-,q,s Contract Amount Type of Work Date Completed Provide additional project description to show similar work 56 QC i ✓ iHl9 B� �/.rF� ioatt /�/.��r►ei eit�' a►�.1 l 2- 2. �i T,�+ Oi SW" 61,C-SZ) Name and Address of Public Agency Name and Telephone No of Project Manager: Jco-r ,Lesct� (71.6) 3ja- 1?$/4 5"38, 55�, 9Cif? Ci.�i, 3�i9/ Contract Amount Type of Work Date Completed additional project description to show similar work: c Ce i 1.�. Liy�.�� ®� a Z 9 �d C r ASl ,u s. �.T4 OF Name and Address of Public Agency Name and Telephone No of Project Manager: glSG_ 7533 4f-71, 985,Ld-)- Z/,ev,,-ts 7/r� z,,s, Contract Amount Type of Work Date Completed Provide additional project description to show similar work osi -rVo 'L/e7-c- /aT..__, J . __ C-9 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein Name of proposed Project Manager Telephone No. of proposed Project Manager. (7& 0' 1 3 _ 7 YSZ �y 378`s _ Project Name & Contract Amount Type of Work ye-- V-/Q15-6, 3sss' ( Project Name & Contract Amount Type of Work �iwi c ,tpo 9 o2�i 0 8 71 4O e/ P? Li�v Project Name & Contract Amount Type of Work 2. ,%o, Name proposed Superintendent Telephone No. of proposed Superintendent: &2(,) 09! --_ -0Sy4Z Date Completed Date Completed Date Completed 74 47/ 986 Project Name & Contract Amount Type of Work Date Completed � f l/l 03 _q /GiARZievieer /-20-20 Project Name & Contract Amount Type of ork Date Completed 124flo?'l Zfyp� Ow oo G?11:V Li�i� // ff— ZoiSG Project Name & Contract Amount Type of Work Date Completed C-10 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20, 2014, established a new public works Contractor Registration Program, which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations (DIR) Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB854FactSheet-6.30 14.pdf DIR's Contractor Registration Link — Call (844) 522-6734 https //efilmg.dir ca.gov/PWCR/ActionServlet�action=displayPWCRegistrationForm DIR's Contractor Registration searchable database• https•//efiling dir.ca gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771 1(a) which states. "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029 1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid, or no later than contract award date. Date- .,%y?�� ?�oiS C-11 V&- L/,t" c o�o�Fr� c C_ Contractor City of Huntington Beach Public Works Department 2000 Main Street Tel (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE for FY 2014/15 SEWER LINING PROJECT C.C. No. 1506 July 13, 2015 Notice To All Bidders Please note the following clarification to the Project Plans, Specifications, and Special Provisions 1 Revised Item Bid Due Date on the cover and on Page A-1 from "Tuesday, July 28, 2015" to "Thursday, July 23, 2015" 2 The bids are due to the City Clerk up to the hour of 10 00 AM on Thursday, July 23, 2015 This is to acknowledge receipt and review of Addendum Number One, dated July 13, 2015. LLC Company Name By i%1x Date All bidders must acknowledge the receipt of this Addendum with your bid proposal Should you have any questions regarding this Addendum, please call Joseph Fuentes at (714) 536- 5431 NU LINE Technologies, LLC Nu -Line Technologies, LLC Project References - CIPP • . . Amount Date 2014 Wine Ave Flood Control Flatiron/City of El Cajon Clean/CCTV & CIPP lining of 159 LF of 18-inch & 24- 1770 La Costa Meadows Drive inch Storm Drain, Flow Diversion San Marcos, Ca 92708 33,030 00 5/28/2014 Ruben Claudio 760-916-9100 2014 Pipeline Rehabilitation Phase W-1 City of San Diego CIPP lining of 21,754 LF of 8-inch diameter sanitary 525 B Street, Ste 750 Start sewer Point Repairs, Manhole Rehabilitation, 425 San Diego, CA 92101 2,465,095 10 6-16-2014 Top Hats (SLC's) and 425 Lateral Launch Video, 425 Maryam Liaghat, P E Finish nish 4-inch CIPP Lateral Installation 619-533-5192 3-1 9-2015 2014 Sewer Rehabilitation Project No. 9 Los Angeles Dept of Public Works CIPP lining of 9,166 LF of 8" & 10" diameter sanitary 900 South Fremont Ave Start sewer Clean & CCTV, Bypass Pumping Alhambra, CA 90014 232,000 00 9/2/2014 Attn Jose Pou Finish 10/31/2014 626-458-2191 2014 Pipeline Rehabilitation Phase X-1 City of San Diego CIPP lining of 4,092 LF of 6", 8", 10" & 15" diameter 9485 Aero Drive Protected Start 9/15/2014 sanitary sewer Point Repairs, Manhole San Diego, CA 92101 513,000 00 Rehabilitation, 44 Service Lateral Connections and Jericho Gallardo, R E 44 Lateral Launch Video, 44 CIPP Lateral Installation 619-533-7523 2014 Sewer Pipeline and Storm Drain Repairs City of Solana Beach CIPP lining of 3,367 LF of 6", 8" & 18" diameter 9485 Aero Drive Start sanitary sewer & Storm Drain Point Repairs, Solana Beach, CA 92075 455,414 50 9/22/2014 Manhole Rehabilitation, Taryn KJolstng Finish 11/26/2014 858-720-2470 2014 Sewer & Water Group 833 City of San Diego CIPP lining of 3,876 LF of 6", 8" and 10" Sanitary 525 B Street, MS 908A Start Sewer Main Replacement Point Repairs, Manhole San Diego, CA 92101 513,000 00 12/1/2014 Rehabilitation, Service Lateral Connections, Bypass Bgan Shaktba, R E Finish Finish 1-2 Pumping 619-533-5191 2013 Sewer & Water Group 720 City of San Diego CIPP lining of 621 LF of 6-inch, Sanitary Sewer Main 525 B Street, MS 908A Replacement Point Repairs, Manhole Rehabilitation, San Diego, CA 92101 21,735 00 11-8-2014 Service Lateral Connections, Bypass Pumping BtJan Shaktba, R E 619-533-5191 2013 Sewer & Water Group 758 City of San Diego CIPP lining of 2,612 LF of 8-inch and 10,135 LF 1200 Third Avenue , Ste 200 Start sanitary sewer replacement Point Repairs, Manhole San Diego, CA 92101 81,518 80 5/29/2014 Rehabilitation, 30 (SLC's), CIPP Lateral Installation, Luis Schaar, R E inish 4 12/ Finish Bypass Pumping 619-533-4641 Nu -Line Technologle's,-LL`C NU LINE, 102 Second Street'Suite B`T.hVbOML L` 1 Encinitas tCA�92024 " www nuhnetech net < NU LINE Tec mkgem LLC Nu -Line Technologies, LLC Project References - CIPP 2015 Sewer & Water Group 815 City of San Diego CIPP lining of 545 LF of 8-inch sanitary sewer Point 525 B Street, MS 908A Repairs, Manhole Rehabilitation, 5 (SLC's), Bypass San Diego, CA 92101 29,975 00 2-17-2015 Pumping Bran Shakiba, R E 619-533-5191 City of San Diego Skylark Canyon Rehabilitation Weir Construction Corporation 2255 Barham Drive Start CIPP lining of 1,417 LF of 8-inch sanitary sewer Bypass Pumping Escondido, Ca 92029 95,215 00 12- 4 Finish Finish (760) 743-6776 1-9-2015 Back Bay Drive Storm Drain Rehabilitation City of Newport Beach 100 Civic Center Drive Start CIPP lining of 1,892 LF of 12-inch to 42-Inch storm Drain Bypass Pumping/Dewattering Newport Beach, CA 92660 297,208 80 1-19-2015 Peter Tauscher, P E Finish 4-8-2015 949-644-3309 Bataguitos (B-1/13-2) Force Mains Leucadia Wastewater Districts CIPP lining of 383 LF of 21-inch sanitary sewer 1960 La Costa Avenue Start Bypass Pumping. Carlsbad CA 92009 $76,500 00 3-6-2015 Robin Morishita Finish 3-7-2015 760 753 0155 ext 3007 Sewer & AC WATER GROUP 752 City of San Diego CIPP lining of 5,051 LF of 8-inch sanitary sewer Point 525 B Street, MS 908A Repairs, Manhole Rehabilitation, Top Hats, Lateral San Diego, CA 92101 $471,985 70 Finish Lining, Bypass Pumping Bran Shakiba, R E 7-17-2015 619-533-5191 AC WATER & SEWER GROUP 1004 City of San Diego CIPP lining of 989 LF of 8-inch sanitary sewer 525 B Street, MS 908A Start Manhole Rehabilitation, Top Hats, Lateral Lining, San Diego, CA 92101 $70,21100 6-8-2015 Bypass Pumping Bran Shakiba, R E Finish On Going 619-533-5191 San Juan Capistrano 2014-2015 Sanitary Sewer City of San Juan Capistrano 32400 Paseo Adelanto Start CIPP lining of 13,984 LF of 8, 12, 18, 21 & 36-inch sanitary sewer and storm drain, Manhole San Juan Capistrano, CA 92675 $1,074,061 00 8-3-2015 Rehabilitation, Top Hats, Bypass Pumping Michael Marquis, R E FinishTBD (949) 443-6337 2014 Sewer Rehabilitation Project No. 11 Los Angeles Dept of Public Works CIPP lining of 13,842 LF of 8" & 10" diameter 900 South Fremont Ave Start sanitary sewer Clean & CCTV, Bypass Pumping Alhambra, CA 90014 $435,233 50 8-10-2015 Attn. lose Pou Finish TBD 626-458-2191 Nu' Line, Technologies, LLC,' 't References - CIPP NU LINE 102 Second'Street'Suite,B�"`� < .. 0-15 T IC Encinitas, CA,92024 , , " ,s; P www nulinetech net, ,¢: a. -� NU LINE Tedmloryes LLC Nu -Line Technologies, LLC Project References - CIPP Pipeline Rehabilitation Phase Z-1 City of San Diego CIPP lining of 13,500 LF of 8-inch diameter sanitary sewer 300 Top Hats (SLC's) and 300 Lateral Launch Video, 300 4-inch CIPP Lateral Installation 525 B Street, MS 908A San Diego, CA 92101 , R E 619-533-5191 $507,079 50 Start TBD Finish TBD AC WATER & SEWER GROUP 798 City of San Diego CIPP lining of 11,894 LF of 8-inch sanitary sewer 525 B Street, MS 908A Manhole Rehabilitation, Top Hats, Lateral Lining, San Diego, CA 92101 $410,114 00 TBD Bypass Pumping , R E 619-533-5191 Pipeline Rehabilitation J-2 City of San Diego CIPP lining of 3,200 Each of 4-inch sanitary sewer 525 B Street, MS 908A laterals, Top Hats, Lateral Lining San Diego, CA 92101 $2,000,000 00 TBD ,RE 619-533-5191 Nu -Line Technologies-' C NU LINE, 102 Second Street Suite B. L` Encinitas, CA 92024='i;x �r www nuhnetech net w NU LINE Te&nobomLLC Nu -Line Technologies, LLC Project References - CIPP Nu-Lme Technologies,'LLC NU LINE 102 Second Street -Suite B " Cfvpbg�C4 .`.<i., Encimtas,,CA592024-� ,,`, r " www'nulinetech'net`"�"�'" AH COMMAOMI E china s nsttt4m n,nne�tcng f Ciwil E�� ci rs 2500 W Orangethorpe Avenue, Suite 120 Fullerton, CA 92833 951-232-7857 www ahengineers com July 15, 2015 Mr Frank Durazo Burtech Pipeline 102 Second Street Encinitas, CA 92024 amg JUL 2 p 1015 1� SUBJECT: Huntington Beach, California — FY 2014/15 Sewer Lining Project C C No 1506 — CIPP Wall Thickness Design and Hydraulic Calculations for 8-inch Host Pipe Dear Mr Frank Durazo Transmitted herein are the Cured -In -Place Pipe (CIPP) Wall Thickness Design and Hydraulic Capacity Calculations for the 8-inch host pipeline based on the data provided and in accordance with AASHTO Standard Specifications for Highway Bridges, 12`h Edition and ASTM F 1216 The wall thickness design and hydraulic capacity calculations are in support of Burtech Pipeline's sewer rehabilitation proposal in the City of Huntington Beach, California The Manufacturer's Minimum CIPP wall thickness for the 8-inch host diameter pipe is 3 73 mm and the minimum CIPP thickness recommended is 4 50 mm The wall thickness calculations are based on fully deteriorated conditions, gravity flow, and 2% ovality of host pipe If you have any questions or require further information, please contact me Sincerely, �,� 'Ot Gilbert Hernandez, P E Principal cc Chrono Nay �i�gE� �i�eers • n 0, St a n,_ineering Ni Ervin Us 2500 W Orangethorpe Avenue, Suite 120 Fullerton, CA 92833 951-232-7857 www ahengmeers com July 15, 2015 Mr Frank Durazo Nu-Lme Technologies 102 Second Street Encinitas, CA 92024 JUL 2j SUBJECT: Huntington Beach, California — FY 2014/15 Sewer Lining Project C C No 1506 — CIPP Wall Thickness Design and Hydraulic Calculations for 8-inch Host Pipe Dear Mr Frank Durazo Transmitted herein are the Cured -In -Place Pipe (CIPP) Wall Thickness Design and Hydraulic Capacity Calculations for the 8-mch host pipeline based on the data provided and in accordance with AASHTO Standard Specifications for Highway Bridges, 121h Edition and ASTM F1216 The wall thickness design and hydraulic capacity calculations are in support of Nu-Lme Technologies sewer rehabilitation proposal in the City of Huntington Beach, California The Manufacturer's Minimum CIPP wall thickness for the 8-inch host diameter pipe is 3 73 mm and the minimum CIPP thickness recommended is 4 50 mm The wall thickness calculations are based on fully deteriorated conditions, gravity flow, and 2% ovality of host pipe If you have any questions or require further information, please contact me Sincerely, Gilbert Hernandez, P E Principal cc Chrono Cured -In -Place Pipe (CIPP) Wall Thickness Design and Hydraulic Capacity Calculations Project FY 2014/15 SEWER LINING PROJECT C C No 1506 Location Huntington Beach Ca Owner City of Huntington Beach Line Segment(s) 8-inch Design Assumptions Condition of host pipe Inside diameter of host pipe (in) D = Ovality of host pipe (%) q = Slope of host pipe (Poh) S = Host pipe Mannings roughness (dimensionless) ni = CIPP Manning s roughness(dimensionless) ni= Constrained soil modulus of native soil in the pipe zone (psi) M-= FD PD = partially deteriorated FD = fully detenoraled Default value is 2 % range = 0% 10 % vanes from 0 013-0 030 (dependent on existing pipe material geometry diameter and condition) vanes from 0009-0013 See table below for recommended values 8 20 0 190 0 015 0010 1,000 From Table 5 6 of AWWA Manual of Water Practices M45 Second Edition Granular Native Soils Cohesive Native Soils M_ Unconfined compressive strength (q„) Description Blows/ft (per ASTM D1586) Description tonslsf kPa psi MPa > 0 1 very very loose > 0 0 125 0 - 13 very very soft 50 03 1-2 very loose 0 125 - 0 25 13 25 very soft 200 14 2-4 1 025-050 25-50 soft 700 48 4-8 loose 050-10 50-100 medium 1500 103 8-15 sl co cl 1 0 - 2 0 100 200 still 3 000 15-30 co ct 2 0 - 4 0 200 400 verystill 5 000 30-50 dense 4 0 - 61) 400 600 hard 10 000 E69 > 50 very dense > 6 0 > o60 very hard 20000 0 Flexural modulus of Elasticity of CIPP initial (psi) Long-term retention of mechanical properties (%) Flexural modulus of elasticity of CIPP long-term(psi) Design safety factor Unit weight of sod (pcf) Unit weight of water (pcf) Depth of cover (ft) Height of groundwater (ft) Internal vacuum pressure (psi) Internal pressure (psi) Diameter of hole or opening in onginal pipe wall (in) Poisson s ratio of CIPP Flexural strength of CIPP mitial (psi) Flexural strength of CIPP time -weighted (psi) Tensile strength of CIPP initial (psi) Tensile strength of CIPP long-term (psi) Enhancement factor (dimensionless) Surface live loading condition H2O Calculations (Highway Loads) Impact factor for traffic load (dimensionless) Distributed load area over pipe at depth H (ft) Total applied surface wheel load (b) H2O live load transferred to pipe at depth H (psi) w 2 l� �Ln rn �j r*t I li z J H, 6917C "' , l N'i �* Exo lib—i(.-16 * l f CA'_'-Ff July 15, 2015 E = 250,000 Minimum value is 250 000 psi per ASTM F1216 50% Determined from flexural creep modulus testing extrapolated to proposed design life (such as 50 years) typical EL= 125 000 Determned from flexural creep modulus testing extrapolated to proposed design life (such as 50 years) N = 2 Default value is 2 0 8.= 120 Apples to fully deteriorated designs only 8 = 624 H = 100 Measured from ground surface to top of pipe H„= 70 Measured from top of pipe Note Ifwater table is below top of pipe, input a negative number[ P„ = 00 Default value is 0 P = 00 Pressure pipe applications only! If no pressure input 0 of = 0 000 Pressure pipe applications only! If no pressure input 0 v = 030 Average value for CIPP per ASTM F1216 or,= 4,500 Minimum value is 4 500 psi per ASTM F1216 CL= 4 500 At buckling the time -weighted Flexural strength is equal to the lower 95% confidence value of the short term (07f at = 3,000 Pressure pipe applications only -TL= 1500 Determined from long-term tensile strength testing K = 7 0 Minimum value recommended per ASTM F1216 H2O H2O E80 or airport 4=M06 From AASHTO Standard Specifications for Highway Bridges, 12th Edition Au =See table and figures below P-=Based on critical loading configuration (see table belowii wrui = wL = IF h)/(144 ALL) Critical Loadma Confr urations for H2O loads rAASHTO Condition H' ft P Ibis A_ft' 1 H<133 16000 to83+175H 167+175H 2 1335H<410 32000 083+175H 567+175H 3 4 105 H 48000 (4 83 + 1 75H)(5 67 + 1 75H) oy "`�-Y!lW LaO Arp nFM H nmi�lVm! Lod A,n Condbon 1 Distributed Load Area Single Dual Wheel E80 Calculations (Railway Loads) E80 live bad transferred to pipe at depth H (psi) E80 Live Loads on Pipe Installed Under Railroads (From Concrete Plpe Handbook, Sth Edibon) 35 0 30 Zp y = 9 255[nfld+ 27 469 g� 15 Q = 10 b� o V IL 0 10 20 30 E Unit Load (psi) 9. x �` t.AArK f Condtion 2 Distributed Load Area Two H2O Trucks Passing win = 0 00 from graph below M'w t"J Atie '`ti. ar •ft N� Y' Condtion 3 Distributed Load Area Alternate Loads in Passing Mode 0 0000 00000 0000 0000 0 ooeo 00000 0000 c=t- 0 oeop o0000 0000 00008000lbper e ooeo --"--- .io omemmm N--NNlinft c oa oa m m .n .n \n .n c PQQQnt f 8' 5' S 5' 9' 5' 6' 5' 8' 8 5' 5 5' 9' 5 6 5 5 Figure 4 30 Spacing of Wheel Loads Per Alto for a Cooper E 80 Design Loading CIPP Design Tenpate 7/15/2015 NEK Airport Loads Modulus of elasticity of concrete (psi) E. = 4 000 000 default value is 4 000 000 Poisson s ratio of concrete (dimensionless) p = 016 default value is 0 15 Modulus of subgrade reaction (brin) k = 260 see adjacent figure Thickness of concrete pavement (in) h = 12 Depth of cover top of pipe to bottom of slab (ft) H = 90 Horizontal distance from pipe centerline (ft) X = 0 assumed = 0 (Horst case) Radius of stiffness of the ngid pavement (ft) R. = 3 27 3 4 Eh121-µz Wheel bad (bs) Pu,= 90 000 Worst -rase loading scenano is for 2 bads spaced 0 8R. apart and is calculated below For aaemate loading conditions see Concrete Pipe Handbook 5th Edihon Pressure Coefficient (C) for XIRs = 0 025 y- 00005x3+00101x2-00756x+02162 02 015 u 01 0 05 0 0 2 4 6 8 10 Wits Airport live load transferred to pipe at depth H (psi) Wall Thickness Desmn Partially Deten prated Gravity Pipe Condition Ovality reduction factor (dimensionless) External hydrostatic pressure from groundlneter (psi) Minimum thickness required hydrostatic buckling Minimum thickness required ovality check Fully Deteriorated Gravity Pipe Condition Total five load transferred to pipe at depth H (psi) _ Water buoyancy factor (dimensionless) Total external pressure on pipe (psi) Coefficient of elastic support (in -lb) Minimum thickness required Luschers buckling equation Minimum thickness required pipe stiffness Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure in spanning across any holes in the original pipe wall Minimum thickness required by design check Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external loads and the full internal pressure Host pipe condition CIPP end use application CIPP outside diameter (host pipe inside diameter) Minimum CIPP thickness calculated Minimum CIPP thickness recommended Nomnal CIPP thickness to be supplied w'ia= 000 C= 084 2 loads 0.8 Rs aman along axu of pipe N XX HIR. =F 2 756 C = 0 074 P = 3 32 ta= O13 m = 321 mm CALIFORNIA BEARING RATIO CBR 4 S 6 7 8 910 15 20 25 30 40 50 W IUW UNIFIED SOIL CLASSIFICATION Carps of Erg,... U S. Army R end US. Bureau of Recfamairon AASHTO SOIL CLASSIFICATION 3 { I Fedafal HgtnmiV Admnutrauon i FEOERAL AVIATION AGENCY j Sod CLaspbraucn i � f 1 i i RESISTANCE VALUE R I ' x< � i i•o sir i w rot w m i MOOULUSUSUEGRADEREACTION t,auper,nch ( ' eo „SD � � pea as via sap � . asa ire BEARING VALUE pd I j I f 430 in diannter plow, 0 tin :10ternoe) 1 xo 1w ' C_ALIFORNIA REARING RATIO COR i i �� x •o_ a w ro wss+ roc' ASS/ r� `%C,Qn wu,=CP/R.2 11 3 n = �i e J 5?17C N ti j 1-q/100 C-([l+q/100]2 No \'Fri Ex, F P„=y,.(H.,+D/12)/144 ( 1+1 ASTM Ft 216 Equation XI 1 3 F ([C 1—u2 NF+P) J 2,01 /10 July 15, 2015 0? t2= 005 �n 15 SDR2-O5 (1+1001 SDR-F ASTM F1216 Equation XI 2 = 136 rtan 100 \1+1�1 NN=O i l J SDR2 = 150 If P„ = 0 default SDR = 100 Quadratic factors for Eq Xi 2 a = 00306 used to solve for SDR2 and t2 b= 0610 c = -677 2675 W. = 0 64 From live bad calculations R„= 077 R„=1-033(H„IH) (min value =067) Note IfH.<O, use H„= 0 in this calculation qi= t037 qi=0433H„+aS.HR,1144+W, Note If H„<O, use H„= 0 in this calculation B = 0 324 B = 1/(1+4e-0—) �1 — See Note X1 3 of ASTM F1216 b= inI i = 1N9, �� U' t2 in ASTM F1216 Equation X1 3 q 0 15 = 373 min 32 R B M,, h< C 11 =F 013 m = 336 Imm 1= (D''O 093 12/E)'r' ASTM F1216 Equation XI 4 in 'a = D/(I(D/d)2 (5 33 aL/PN)J'n+1) ASTM F1216 Equation X1 6 dID = 0 00 If d/D > 183 (to,/D)A ASTM F1216 Equation X1 5 then liner is in ring tension or hoop stress 1 83(tp,ID)'n = 000 and fully deteriorated pressure pipe condition applies (ASTM Ft 216 Equation Xi 7) twi = 000 in - 000 Ininn t,2 = 0 00 in t,2 = D/((2 an/Phl)+ 2) ASTM F1216 Equation X1 7 = 000 Imm Fully Deteriorated Gravity Flow D= 8 in tit. = 016 in Greatest value calculated from ASTM F1216 Equations Xi 1 Xi 2 Xi 3 and X1 4 (gravity flovr) or = 373 inn greatest of X1 1 Xi 2 Xt 3 Xt 4 and X1 7 (pressure pipe) tM. = 0 15 in Based on a maximum SDR = 100 = 373 inn tciw = 45 min Rounded up to the nearest 1 5 inn to reflect standard CIPP thicknesses supplied SDRc p = 45 SDR = DR Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 7/1612015 NEK Hv md& Calculations CIPP inside diameter (m) Flow area of host pipe (fe) Flow area of CIPP (ft) Capacity of host pipe (cfs) Capacity of CIPP (cfs) % mcrease/decrease in Flow Capacity D,= 76 A,= 035 A,= 032 Q, = 457 Q, = 607 AQ = 33% Q = 1 486 A R„ S" (Mannings Equation) where R,-,= hydraulic radius = D/4 for pipe flowing full July 15, 2015 CIPP Design Template 7/15/2015 NEK Cured -In -Place Pipe (CIPP) Wall Thickness Design and Hydraulic Capacity Calculations Project FY 2014/15 SEWER LINING PROJECT C C No 1506 Location Huntington Beach, Ca Owner City of Huntington Beach Line Segment(s) 8-Inch Design Assumptions Condition of host pipe Inside diameter of host pipe (m) D = Ovakty of host pipe (%) q = Slope of host pipe (fVft) S = Host pipe Manning s roughness (dimensionless) n, = CIPP Manning s roughness (dimensionless) nr = Constrained soil modulus of native soil in the pipe zone (psi) Maa = FD PD = parbally deteriorated FD = fully deteriorated Default value is 2% range = 096-10% vanes from 0 013-0 030 (dependent on existing pipe material geometry diameter and condition) varies from 0 009-0 013 See table below for recommended values �e 8 20 0190 0 015 0 010 1,000 From Table 5 6 of A W WA Manual of Water Practices M45 Second Edition Granular Native Soils Cohesive Native Sods Ma„ Unconfined compressive strength (qa) Description Blowslft (per ASTM Description tonslsf kPa psi fillD1586) > 0 - 1 very very loose > 0 - 0 125 0 - 13 very very soft 50 03 1-2 very loose 0 125 025 13 - 25 very soft 200 14 2-4 025 050 25 50 soft 700 48 4-8 loose 050 10 50 - 100 medium _1,500 103 8 - 15 slightly compact 10 20 100 - 200 stiff 3 000 207 15 - 30 com ct 20 40 200 - 400 verystiff 5 000 345 30 - 50 dense 4 0 6 0 400 600 hard 10 000 690 > 50 very dense > 8 0 > 600 1 very hard 1 20 000 1380 Flexural modulus of Elasticity of CIPP initial (psi) Long-term retention of mechanical properties (%) Flexural modulus of elasticity of CIPP long-term (psi) Design safety factor Unit weight of soil (pcf) Unit weight of water (pcf) Depth of cover (ft) Height of groundwater (it) Internal vacuum pressure (psi) Internal pressure (psi) Diameter of hole or opening in original pipe wall (in) Poisson ratio of CIPP Flexural strength of CIPP irubal (psi) Flexural strength of CIPP time -weighted (psi) Tensile strength of CIPP initial (psi) Tensile strength of CIPP long-term (psi) Enhancement factor (dimensionless) Surface live loading condition H2O Calculations (Hiahwav Loads) Impact factor for traffic bad (dimensionless) Distributed bad area over pipe at depth H (ftz) Total applied surface wheat bad (lb) H2O live load transferred to pipe at depth H (psi) jkM ECO HFR C 69170 * EXP 6-30-L C10- q OF CIN Gh 7-1 r- it E = 250,000 Minimum value is 250 000 psi per ASTM F1216 50% Determined from flexural creep modulus testing extrapolated to proposed design life (such as 50 years) typical EL-- 125 000 Determined from Flexural creep modulus testing extrapolated to proposed design life (such as 50 years) N = 2 Default value is 2 0 Sa= 120 Applies to fully deteriorated designs only Sa,= 624 H = 100 Measured from ground surface to top of pipe Hw = 70 Measured from top of pipe Note If water table is below top of pipe, input a negative number) P„ = 00 Default value is 0 P = 00 Pressure pipe applications onlyl If no pressure input 0 d = 0 000 Pressure pipe applications ordyl If no pressure input 0 v = 030 Average value for CIPP per ASTM F1216 a, = 4,500 Minimum value is 4 500 psi per ASTM F1216 aL = 4 500 At buckling the time -weighted flexural strength is equal to the lower 95% confidence value of the short term (D7E ar = 3,000 Pressure pipe applications onlyi aTL = 1 500 Determined from long-term tensile strength testing K = 7 0 Minimum value recommended per ASTM F1216 H2O H2O E80orairport k= 1 0 From AASHTO Standard Specifications for Highway Bndges 12th Edition ALL = 517 4 See table and figures below PLw= 48 000 Based on critical loading configuration (see table below) wLN= 06 v+L=(P Ir)/(144 AL) Critical Loading Confi urations for H2O loads(per AASHTO Condition H, ft P, Ibs ALL, ft° 1 H < 1 33 16 000 0 83 + 1 75H 1 67 + 1 75H 2 1335H<410 32000 083+175H 567+175H 3 4105H 48000 (4 83 + 1 75H)(5 67 + 1 75H) Va. an. L— Arn Condition 1 Distributed Load Area - Single Dual Wheel E80E80 Calculations (Railway Loads)(Railway Loads) E80live load transferred to pipe at depth H (psi) \-CWhnl Load Aram Wh" Load pry \ o E80 Live Loads on Pipe Installed Under Railroads (From Concrete Plpe Handbook 5th Edition) a 35 0 30 20 Y = -9 2551n(xl + 27 469 $x 15 ` = 10 m 5 o g 0 c) a. 0 10 20 30 'S Z Unit Load (psi) x ¢ninbuied Laad Artie CooCo iiittion 2itt�on 2 Distributed �Load Area - Two H2O Trucks Passing w,, = 0 00 from graph below Whni Load Whnl Load Condition 3 Distributed Load Area Akemate Loads in Passing Mode 0 0000 0000 0 0000 0000 o OOOo 0'=:t 0000 oOo 0 0000 oOoo O000 0000$,000Ibper O 0000 �NNN O 0000 ���� v aocoaoao ,n,n,n v aococoao Ilnft CX.)(-)(.) n n n n Z. C)(-)OO n n n n 8 5 5' 5' 9' 5' 6' 5 8 8 5 5 5' 9' 5' 6 5' 5' Figure 4 30 Spacing of Wheel Loads Per Axle for a Cooper E 80 Design Loading CIPP Design Template 7/16QO15 NEK Airport Loads Modulus of elasticity of concrete (psi) E� = 4 000 000 default value is 4 000 000 Poisson s ratio of concrete (dimensionless) N = 0 15 default value is 0 15 Modulus of subgrade reaction (lb/in) k = 250 see adjacent figure Thickness of concrete pavement (in) h = 12 Depth of cover top of pipe to bottom of slab (it) H = so Horizontal distance from pipe centerline (ff) X = 0 assumed = 0 (worst case) Radius of stiffness of the rigid pavement (it) R. = 3 27 0 3 R, = Eh 4 121—µ2 Wheel load(Ibs) P,= 90000 Worst case loading scenario is for 2 bads spaced 0 8R, apart and is calculated below For alternate loading conditions see Concrete Ape Handbook 5th Edition Pressure Coefficient(C)for X/Rs =0 925 y= 00005x3+00101x2-00758x+02162 02 0 15 u 01 095 0 0 2 4 6 8 10 HIRs Airport live load transferred to pipe at depth H (psi) Wail Thickness Desmn Partially Deteriorated Gravity Pipe Condition Ovality reduction factor (dimensionless) External hydrostatic pressure from groundwater (psi) Minimum thickness required hydrostatic buckling w,,, = D o0 H/R, = 2 756 C=J 0074 C= 084 P„= 332 tt= 013 in = 321 min CALIFORNIA BEARING RATIO CBR t 1 1 , t 1. 1 1: 1 r:.rarrrs AASHTO SOIL CLASSIFICATION ��l�n _. ri....t�..rsa� oil = M WE m,110 WNW i N wu,=CP/R,z _ 1-q/100 3 C-([1+q/100]Z) Pw = Tw (Hw + D/12)/144 IIIrK 'Iyya ASTM F1216 Equation 1�a (Pw )J J+1 -u 1 N +P pt�pFESS10N M HEVt Rti��,�c G 69170 y�ir EXP 6-30-A s� C[v(v OF CA��F�/ Minimum thickness required ovality check t2= 005 in 15 I1+1�) SDR?-05 11+10-- SDR-P NN=O ASTM F1216 Equation X1 2 = 13 min 100 \ \\ I SDR2= 150 If Pw=O default SDR =100 Quadratic factors for Eq X1 2 a = 00306 used to solve for SDR2 and tz b = -D 510 c = -677 2575 Fully Deteriorated Grevrty, Pipe Condition Total live bad transferred to pipe at depth H (psi) = W, = 0 64 From live bad calculations Water buoyancy factor (dimensionless) Rw= 0 77 Rw = 1 0 33(H,,)H) (min value = 0 67) Note N Hw<O, use Hw= 0 in this calculation Total external pressure on pipe (psi) qt= 10 37 %= 0 4331-1w+ aii,HRwt144 + W, N2tq If Hw<O, use Hw= 0 in this calculation Coefficient of elastic support (in -lb) B = 0 324 B' = 1/(1+4e' Osn �— See Note X1 3 of ASTN F1216 Minimum thickness required Luscher's buckling equation t, = t __ (N9,)' D' 12 in ASTM F1216 Equation X1 3 015 in = 373 mm 32 R„ B M„ EL C i Minimum thickness required pipe stiffness to = 013 in =1 335 Imm t=(D"O 09312/E)tn ASTM F1216 Equation X14 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure to =WOOD in I, = D/([(D/d)z (5 33 aL/PN)]tn+1) ASTM F1216 Equation X1 6 in spanning across any holes in the original ppe wall d/D = If d/D > 183 (tP,/D)x ASTM F1216 Equation X1 5 then liner is in ring tension or hoop stress 1 83(tp,/D)tn = and fully deteriorated pressure pipe condition applies (ASTM F1216 Equation XI 7) Minimum thickness required by design check to,t =in =mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external ti,2 = 000 in t,2 = D/((2 cr �/PN) + 2) ASTM F1216 Equation X1 7 bads and the full internal pressure = 0 00 mm CIPP Wall Thickness Design Summary Host pipe condition Fully Deteriorated CIPP end use application Gravity Flow CIPP outside diameter (host pipe inside diameter) D = 8 in Minimum CIPP thickness calculated t� = 015 in Greatest value calculated from ASTM F1216 Equations X1 1 X1 2 X1 3 and X1 4 (gravity flow) or = 373 mm greatest of X1 1, X1 2, X1 3, X1 4 and X1 7 (pressure pipe) Minimum CIPP thickness recommended tin„ = 015 in Based on a mammum SDR = 100 = 373 mm Nominal CIPP thickness to be supplied tcwr = 45 mm Rounded up to the nearest 1 5 mm to reflect standard CIPP thicknesses supplied SDRc," =1 45 1 SDR = DA Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 7/162015 NEK Flvdraulrc Cakulatrons CIPP inside diameter (in) Flow area of host pipe (fl) Flow area of CIPP (ft2) Capacity of host pipe (cfs) Capacity of CIPP (cfs) % increase/decrease in Flow Capacity D,= 76 A,= 035 A,= 032 Qi= 457 Q, = 607 AQ = 33% 0 = 1 486 A R„ S1d (Manning's Equation) where R„ = hydraulic radius = D/4 for pipe Flowing full C 69WO ca EXp &30-.f� Gu d' q/'t OF CIP10 CIPP Design Template 7/162015 NEK Cured -In -Place Pipe (CIPP) Wall Thickness Design and Hydraulic Capacity Calculations Project FY2014/15 SEWER LINING PROJECT C No 1506 Location Huntington Beach Ca Owner City of Huntington Beach Line Segment(s) 8-Inch Dest-an Assumphons Condition of host pipe Inside diameter of host pipe (m) D = Ovahty of host pipe (%) q = Slope of host pipe (fttft) S = Host pipe Manning's roughness (dimensionless) n, = CIPP Manning s roughness (dimensionless) nn = Constrained soil modulus of native soil in the pipe zone (psi) M. = FD PD = partially deteriorated FD = fury deteriorated Default value is 2% range = 0%-10% vanes from 0 013-0 030 (dependent on existing pipe material geometry diameter and condition) vanes from 0 009-0 013 See table below for recommended values 8 20 0 190 0 015 0 010 1,000 From Table 5 6 of AWWA Manual of Water Practices M45 Second Edition Granular Native Soils Cohesive Native Soils M,,, Unconfined compressive strength (q„) Description Blows/ft (per ASTM Description tonslsf Wit psi MPa > 0 - 1 very very loose > 0 - 0 125 0 - 13 very very soft 50 03 1 2 veryloose 0 125 - 0 25 13 - 25 very soft 200 14 2 4 0 25 - 0 50 25 - 50 soft 700 4 8 4 8 loose 0 50 - 1 0 50 - 100 medium 1 500 103 8 15 slightly compact 1 0 - 2 0 100 - 200 stiff 3 000 207 15 30 compact 20 40 200 - 400 verystiff 1 5 000 34 5 30 50 dense 4 0 6 0 400 - 600 hard 10 000 690 > 50 very dense > 6 0 > 600 very hard 1 20 000 1380 Flexural modulus of Elasticity of CIPP initial (psi) Long-term retention of mechanical properties (%) Flexural modulus of elasticity of CIPP long-term (psi) Design safety factor Unit weight of soil (pcf) Unit weight of water (pcf) Depth of cover (ft) Height of groundwater (ft) Internal vacuum pressure (psi) Internal pressure (psi) Diameter of hole or opening in onginal pipe wall (in) Poisson's ratio of CIPP Flexural strength of CIPP trubal (psi) Flexural strength of CIPP time -weighted (psi) Tensile strength of CIPP mitial (psi) Tensile strength of CIPP long-term (psi) Enhancement factor (dimensionless) Surface live loading condition H2O Calculations (Hiahwav Loads) Impact factor for traffic bad (dimensionless) Distributed load area over pipe at depth H (fe) Total applied surface wheel bad (lb) H2O live load transferred to pipe at depth H (psi) PROFESSipfy C 69170 EXP 6-30-/L CIVIV q� OF CAl>FO� E = 250,000 Minimum value is 250 000 psi per ASTM F1216 501A Determined from Flexural creep modulus testing extrapolated to proposed design life (such as 50 years) typical EL= 125 000 Determined from flexural creep modulus testing extrapolated to proposed design life (such as 50 years) N = 2 Default value is 2 0 8,= 120 Applies to fully deteriorated designs only 8w= 624 H = 100 Measured from ground surface to top of pipe Hw = 70 Measured from top of pipe Note 8 water table is below top of pipe, input a negative numberl P„ = 00 Default value is 0 P = 00 Pressure pipe applications onlyi If no pressure input 0 d = 0 000 Pressure pipe applications onlyi If no pressure input 0 v = 030 Average value for CIPP per ASTM F1216 ai = 4,500 Minimum value is 4 500 psi per ASTM F1216 aL = 4 500 At buckling the time -weighted flexural strength is equal to the lower 95% confidence value of the short-term (W7 VT = 3,000 Pressure pipe applications onlyl aTL = 1 500 Determined from longterm tensile strength testing K = 70 Minimum value recommended per ASTM F1216 H2O H2O E80 or airport N= 10 From AASHTO Standard Specifications for Highway Bridges 12th Edibon Au = 5174 See table and figures below PLw= 48 000 Based on cnbcal loading configuration (see table below) wui= 06 vK=(P In)/(144 ALL) Cntical Loadin Conti urations for H2O loads(Der AASHTO Condition H, ft P, Ibs ALL, ft' 1 H < 1 33 16 000 0 83 + 1 75H 1 67 + 1 75H 2 1335H<410 32000 083+175H 567+175H 3 1 410sH 1 48000 1 (4 83 + 1 75H)(5 67 + 1 75H) o, Am whavi Load Are. Load Am Condition 1 Distributed Load Area Single Dual Wheel E80 Calculations fRailwav Loads) E80 live bad transferred to pipe at depth H (psi) E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook, 5th Edition) 5 35 0 30 25 > 20 = 9 2551n(4 + 27 469 15 N �= 10 �g o n 0 10 20 30 '8 E Unit Load (psi) 2. x Load Areas 0 bat h—d Laed Am Condition 2 Distributed Load Area Two H2O Trucks Passing wLa = 0 00 from graph below Wheel Load. Wheel Lued Arzas IHr / Load Area Condition 3 Distributed Load Area Altemate Loads in Passing Mode 0 0000 00000 0000 0000 0 0000 000 c, 0000 0000 0 0000 0 0 0 0 0 0000 0 00 0 8,000lb per mmmm "�� mmmm linit a a CXXYC) n n n n 0C)CX) n n n n 8' 5' 5' 5' 9' 5' 6' 5' 8' 8' 5' 5' 5' 9' 5' 6' 5' 5' Figure 4 30 Spacing of Wheel Loads Per Axle for a Cooper E 80 Design Loading CIPP Design Template 7/162015 NEK Airport Loads Modulus of elasticity of concrete (psi) Ep = 4 000 000 default value is 4 000 000 Poissons ratio of concrete (dimensionless) p = 0 15 default value is 0 15 Modulus of subgrade reaction (Ihrn) k = 250 see adjacent figure Thickness of concrete pavement (in) h = 12 Depth of cover top of pipe to bottom of slab (ft) H = 9 0 , Horizontal distance from pipe cerner6ne (ft) X = 0 assumed = 0 (worst case) Radius of stiffness of the rigid pavement (ft) a 0 Re = Eh R. = 3 27 3 121-µ2 Wheel load(Ibs) Pu= 90000 Worst -case loading scenario is for 2 bads spaced 0 8R, apart and is calculated below For alternate loading conditions see Concrete Pipe Handbook 5th Edition Pressure Coefficient (C) for X/Rs = 0 025 y = -0 0005x1+0 0101 xZ- 0 0756x+0 2162 02 015 u 01 005 0 0 2 4 6 8 10 WRs Airport live load transferred to pipe at depth H (psi) Wall Thrckness Desasn Partially Detenorated Gravity Pipe Condition Ovality, reduction factor (dimensionless) External hydrostatic pressure from groundwater (psi) Minimum thickness required hydrostatic buckling 2 loads 0 8 Ra apart along axis of pipe Nv NX, ,.. H/R, = 2 756 C=1 0 074 w,w = 0 00 wi„ = CP/R,` CALIFORNIA BEARING RATIO CBR • i i i � i i .i i :i ■, Swarl.9oWS = . _ e WME � P. i mat= �,.. ri r •r r em ■,(30 in diameter plate 0 No deflection) ��� 1-q/100 3 C= o8a C-([1+q/100]2) P„= 332 Pw=7w(Hw+D/12)[144 D t, = 013 in t+' ( FL C 3I ASTM F1216 = 321 mm Z K (Pw )+1 l 1-u N +P pRpFESS/n W C 691 0 EXP 6-30 L. S'Tq CIV 11 ��\P Eq 'OF CA��F� Minimum hckness required ovality, check tZ = 005 in 15 Q 1 1+ Q SDRZ -0 5 �1+ Q SDR- vL = 0 1 36 min 100 ll 100 100 P N SDRZ = 150 If Pw = 0 default SDR = 100 Quadratic factors for Eq X1 2 a = 00306 used to solve for SDRZ and t2 b = 0 510 c = 6772575 Fully Deteriorated Gravity Pipe Condition Total live load transferred to pipe at depth H (psi) _ Water buoyancy factor (dimensionless) Total external pressure on pipe (psi) Coefficient of elastic support (in -lb) Minimum thickness required Luscher's buckling equation Minimum thickness required pipe stiffness Partially Deteriorated Pressure Pipe Condition Minimum hckness required to withstand internal pressure in spanning across any holes in the original pipe wall Minimum thickness required by design check Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external loads and the full internal pressure Host pipe condbon CIPP end use application CIPP outside diameter (host pipe inside diameter) Minmum CIPP thickness calculated Minimum CIPP thickness recommended Nominal CIPP thickness to be supplied ASTM F1216 Equation X1 2 W. = 0 84 From live load calculations Rw.= 0 77 R. = 1 - 0 33(H./H) (min value = 0 67) Note If Hw<O, use Hw= 0 in this calculation q,= 1037 qi=0433Hw+a8,HRw/144+W, Note IFHw.<O, use Hw.=O in this calculation B' = 0 324 B' = 1/(1+4e-0—) —See Note X1 3 of ASTM F1216 tZ= in / _ (N9,)Z D' 12 in ASTM F1216 Equation X13 015 = 3 73 mm [32 Rw B M„ EL C U= 013 in = 335 Imm t = (D3'0 093 12/E)'r' ASTM F1216 Equation X1 4 to, =MOOD in b = D/([(D/d)Z (5 33 a,/PN)]'�+1) ASTM F1216 Equation X1 6 d/D = If d/D > 183 (WD)'r ASTM F1216 Equation X1 5 then liner is in ring tension or hoop stress 1 63(tp,/D)'r` = and fully deteriorated pressure pipe condition applies (ASTM F1216 Equation X1 7) tpr, =in =min tp,z = 000 in tpa = D/((2 vn/PN) + 2) ASTM F1216 Equation X1 7 = 000 Imm Fully Deteriorated Gravity Flow D = 8 in t— = 015 in Greatest value calculated from ASTM F1216 Equations X1 1 X1 2 X1 3 and X1 4 (gravity flow) or = 373 min greatest of X1 1 X1 2 X1 3 X1 4 and X1 7 (pressure pipe) t",, = 015 in Based on a maximum SDR = 100 - 373 min tciw = 4 5 min Rounded up to the nearest 15 mm to reflect standard CIPP thicknesses supplied SDRcipp = 1 45 1 SDR = Dtt Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 7/16/2015 NEK Fll dmulrc Calculation CIPP inside diameter (m) Flow area of host pipe (fe) Flow area of CIPP (fe) Capacity of host pipe (cfs) Capacity of CIPP (cfs) % increase/decrease in Flow Capacity D,= 76 A,= 035 A,= 032 Qi = 457 Q,= 607 AQ = 33% Q =1 486 A R„ S12 (Manning's Equation) where R„ = hydraulic radius = D/4 for pipe flowing fuu /PROFESS/pN� Al VA H C 69170 * EXP 6-30:L&- OF CA1 �FO� CIPP Design Template 7/162015 NEK Cured -In -Place Pipe (CIPP) Wall Thickness Design and Hydraulic Capacity Calculations Project FY 2014/15 SEWER LINING PROJECT C C No 1506 Location Huntington Beach Ca Owner City of Huntington Beach Line Segment(s) 8-mch Desfan Assumptions Condition of host pipe Inside diameter of host pipe (m) D = Ovality of host pipe (%) q = Slope of host pipe (ft/ft) S = Host pipe Manning s roughness (dimensionless) n, = CIPP Manning s roughness (dimensionless) ni = Constrained soil modulus of native soil in the pipe zone (psi) M. = FD PD = partially deteriorated FD = fully deteriorated Default value is 2% range = 0%-10% varies from 0 013-0 030 (dependent on existing pipe material geometry diameter and condition) vanes from 0 009-0 013 See table below for recommended values 8 20 0190 0 015 0 010 1,000 From Table 5 6 of AWWA Manual of Water Practices M45 Second Edition Granular Native Soils Cohesive Native Sods Ma„ Unconfined compressive strength (qa) Description Blows/ft (per ASTM D1586) Description tonslsf kPa psi MPa > 0 - 1 very very loose > 0 0 125 0 - 13 very very soft 50 03 1 2 very loose 0 125 025 13 - 25 very soft 200 14 2 4 025 050 25 - 50 soft 700 48 4 8 loose 050 10 50 - 100 medium 1,500 103 8 15 slightly compact 10 20 100 - 200 stiff 3 000 207 15 - 30 compact 20 4 0 200 - 400 verystiff 5 000 345 30 50 dense 4 0 6 0 400 - 600 hard 10 000 690 > 56 very dense > 6 0 > 600 very hard 1 20 000 1380 Flexural modulus of Elasticity of CIPP initial (psi) Long-term retention of mechanical properties (%) Flexural modulus of elasticity of CIPP long-term (psi) Design safety factor Unit weight of soil (pcf) Unit weight of water (pcf) Depth of cover (ft) Height of groundwater (ft) Internal vacuum pressure (psi) Internal pressure (psi) Diameter of hole or opening in onginal pipe wall (in) Poisson s ratio of CIPP Flexural strength of CIPP initial (psi) Flexural strength of CIPP time weighted (psi) Tensile strength of CIPP initial (psi) Tensile strength of CIPP brig -term (psi) Enhancement factor (dimensionless) Surface live loading condition H2O Calculations (Hiahwav Loads) Impact factor for traffic bad (dimensionless) Distributed load area over pipe at depth H If?) Total applied surface wheel bad (lb) H2O live load transferred to pipe at depth H (psi) pROFESS��N C69170 �m * EXP 6-30 `�� CAVIL COF CAL1F0��\ E = 250,000 Minimum value is 250 000 psi per ASTM F1216 50% Determined from flexural creep modulus testing extrapolated to proposed design life (such as 50 years) typical EL= 125,000 Determined from flexural creep modulus testing extrapolated to proposed design fife (such as 50 years) N = 2 Default value is 2 0 8a= 120 Apphes to fully deteriorated designs only 8w= 624 H = 100 Measured from ground surface to top of pipe H„ = 70 Measured from top of pipe Note If water table is below top of pipe, input a negative number) Pv. = 00 Default value is 0 P = 00 Pressure pipe applications only' if no pressure input 0 d = 0 000 Pressure pipe applications onlyl If no pressure, input 0 v = 030 Average value for CIPP per ASTM F1216 oi= 4,500 Minimum value is 4 500 psi per ASTM F1216 aL = 4 500 At buckling the hire weighted flexural strength is equal to the lower 95% confidence value of the short-term (WE oT = 3,000 Pressure pipe applications only! oTL = 1 500 Determined from long-term tensile strength testing K=I 70 Minimum value recommended per ASTM F1216 H2O H2O E80 or airport Ir=WO6 From AASHTO Standard Specifications for Highway Bridges 12th Edition Au =See table and figures below PLw =Based on critical loading configuration (see table bebw9 w'w= wt=(P 1i)/(144 A.) Cntical Loadin Conff urations for H2O loads rAASHTO Condition H, ft P,16 lbs ALL, 1,2 1 H < 1 33 000 0 83 + 1 75H 1 67 + 1 75H 2 133sH<410 32000 083+175H 567+175H 3 4105H 48000 (483+175H)(567+175H Oa, Wh./.I LL d A 0 ♦ 1 ��" drT � � Ana Whetl Load Arm_ 6/ ��/ • �� �L—Aru Htt Condition 1 Distnl uled Load Area - Single Dual Wheel E80 Calculations (Railway Loads) E80 live load transterred to pipe at depth H (psi) E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook Sth Edition) 35 0 30 25 > 20 = -9 2551n x + 27 469 ;= 10 o 0 U o. 0 10 20 30 t Unit Load (psi) m x antnhutad Loed A - Condition 2 Distributed Load Area - Two H2O Trucks Passing wLR = 0 00 from graph below Wh.d Load A u\ Qa, h I00 O � � l What Load Arm m Load Area Condition 3 Distributed Load Area Altemate Loads in Passing Mode 0 0000 00000 0000 0000 0 0000 0000 0 0000 00006000ibper 0 0000 00000 0000 0000 O 0000 NNNNO 0000 NNNN I, n f t 6 5 5 5' 9 5' 6' 5 6 6 5 5 5 9' 5 6 5' 5 Figure 4 30 Spacing of Wheel Loads Per Axle for a Cooper E 80 Design Loading CIPP Design Template 7/162015 NEK 9 Airport Loads Modulus of elasticity of concrete (psi) E� = 4 000 000 default value is 4 000 000 Poisson s ratio of concrete (dimensionless) 11 = 0 15 default value is 0 15 Modulus of subgrade reaction (lb(n) k = 250 see adjacent figure Thickness of concrete pavement (in) h = 12 Depth of cover top of pipe to bottom of slab (ft) H = 9 0 Horizontal distance from pipe centerline (it) X = 0 assumed = 0 (worst case) Radius of stiffness of the ngid pavement (it) R. = 3 27 0 3 R, = 4 Eh 121—µZ Wheel bad (Ibs) P,= 90 000 Worst -case loading scenano is for 2 loads spaced 0 8R, apart and is calculated below For alternate loading conditions see Concrete Pipe Handbook 5th Edition Pressure Coefficient (C) for X/Rs = 0 025 y = -0 0005x'+0 0101x2- 0 0756x+0 2162 02 015 t� 01 0 OS 0 0 2 4 6 B 10 Wits Airport live bad transferred to pipe at depth H (psi) Wall Thickness Design Partially Deteriorated Gravity Pipe Condition Oval,ty, reduction factor (dimensionless) External hydrostatic pressure from groundwater (psi) Minimum Oickness required hydrostatic buckling w,n = 0 00 H/R, = 2 756 C=I 0 074 9 r..—nn v CALIFORNIA BEARING RATIO CBB , , i .i , •i i:i � �■■I■■�� r r " � r ■�l�n L� Q a= SWIM -1 rr r ••r r •• ,: •gar* MEN ..:.. .. , :. ■■snl �K)pAOFESS/pN wU = CP/R,Z A, 3 �, M H�ip'�9ti( yc� UJ ^ c Om C= 084 C-(1-q/100 [1+q/10012 0 —4 yv9170 rrn * EXP 6-30 L P„= 332 P,.=y„.(H,.+D/12)/144 tr D >q CIVILin t�= 321 mm ti ASTM F1216 , [[F 2 K Ei C Pv)a CQI, lI yyq 0 2 /�• Minimum thickness required oval,ty check tz = 205 in 1 5 Q 1+ Q SDRZ -0 5 1+ Q SDR- 'L = 0 ASTM F1216 Equation Xt 2 = 1 36 mm 100 100 100 P N SDR== 150 If P,.=O default SDR =100 Quadratic factors for Eq X1 2 a = 00306 used to solve for SDR2 and is b = -0 510 c = -677 2575 Fully Deteriorated Gravity Pipe Conddion Total live load transferred to pipe at depth H (psi) = W. = 0 64 From live bad calculations Water buoyancy factor(dimensionless) R„= 077 Rw=1 033(H„/H) (min value =067) N212 IfHw<O, use H.= 0 in this calculation Total external pressure on pipe (psi) qt= 10 37 q, = 0 4331-1w + aS,HR„/144 + W, Note If H„.<O, use H„= 0 in this calculation Coefficient of elastic support (w lb) B = 0 324 B' = 1/(1+4e' n — See Note X1 3 of ASTM F1216 Minimum thickness required Luscher's buckling equation in t _ (N9, D' 12 in ASTM F1216 Equation X1 3 = 373 mm 32 Bw B M„ EL C Minimum thickness required pipe stiffness 1. = 013 in =1 335 Imm t= (Ds'0 093 12/E)1a ASTM F1216 Equation X1 4 Partially Deteriorated Pressure Pipe Conddion Minimum thckness required to wthstand internal pressure to = D 00 ,n 6 = D/([(Dld)Z (5 33 aL/PN)]'' +1) ASTM F1216 Equation X1 6 ,n spanning across any holes ,n the original pipe wall dID - 0 00 If diD > 1 83 (VD)x ASTM F1216 Equation X1 5 then finer is ,n ring tension or hoop stress 1 83(tpdD)12 : 0 00 and fully deteriorated pressure pipe condition applies (ASTM F1216 Equation X1 7) Minimum thickness required by design check tw = 01 ,n = 0 0o mm Fully Deteriorated Pressure Pipe Conddion Minimum thickness required to wthstand all external tp� = 0 00 ,n t,, = D/((2 an/PN) + 2) ASTM F1216 Equation X1 7 bads and the full internal pressure = 000 Imm CIPP Wall Thickness Desran Summary Host pipe condition Fully Deteriorated CIPP end use application Gravity Flow CIPP outside diameter (host pipe inside diameter) D = 8 in Minimum CIPP thickness calculated t� = 015 ,n Greatest value calculated from ASTM F1216 Equations X1 1 X1 2 X1 3 and X1 4 (gravity flour) or = 373 mm greatest of X1 1 X1 2 X1 3 X1 4 and X1 7 (pressure pipe) Minimum CIPP thickness recommended tm„ = 015 in Based on a maximum SDR = 100 - 3 73 mm Nominal CIPP thickness to be supplied k,vv = 4 5 mm Rounded up to the nearest 15 mm to reflect standard CIPP thicknesses supplied SDRc,00 = 45 SDR = DA Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 7/16/2015 NEK Hvdrau6c CalcuhiWns CIPP inside diameter (in) Df= 76 Flow area of host pipe (ft) A, = 035 Flow area of CIPP (fe) Ar= 032 Capacity of host pipe (cfs) Q. = 457 Q = 1 466 A RH S12 (Manning's Equation) Capacity of CIPP (cfs) 607 where R. = hydraulic radius = D/4 for pipe flowing fu0 % increase/decrease in Flow Capacity AQ = 33% Op?,OFESS/pN HP �Ey\ C 69170 ,t in EX P 6-30-.[ st a CIVIL ���P OF CALF r CIPP Design Template 7/16/2015 NEK AAS NAS SURETY GROUP BID BOND CONTRACTOR SURETY: (Name legal status and address) North American Specialty Insurance Company NU LINE TECHNOLOGIES, LLC 475 N Martingale Road, Surte 850 102 SECOND STREET Schaumburg, ll, 60173 ENCINITAS, CA 92024 This document has important OWNER legal consequences Consultation (Name legal status and address) with an attorney is encouraged CITY OF HUNTINGTON BEACH with respect to its completion or 2000 MAIN STREET modification HUNTINGTON BEACH, CA 92648 BOND AMOUNT: TEN PERCENT OF GREATER AMOUNT BID ---- Any smgular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable PROJECT: (Name, location or address, and Project number, i(any) FY 2014/15 SEWER LINING PROJECT The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material famished in the prosecution thereof, or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good farth contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain m full force and effect The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond Signed and sealed this 21ST day of JULY, 2015 (Witness) (Witness) This Document conforms to the AIA Document A310Td— 2010 NU LINE TECHNOLOGIES, LLC (Principal) (Seal) BY , (Title) D INIC J BURT �PR North Americ S ecial sm an (Surety) (Seal) BY (Title) JOHN G LONEY, ORNEY-IN-FACT California Acknowledgment Form A notary public or other offices completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of Cab County of _ On 71-z- z-// ", personally appeared before 7 L' Ss Arthur P. A>rquilla, Notts Public name who proved to me on the basis of satisfactory evidence to a the person(s) whose name( I re subscribed to the within Instrument and acknow dged to me that a he/they executed the same his er/their au- thorized capacity(les), and that boed, r/their signature(s) on the instrument the person s), or the entity upon behalf of which the person executed the Instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct Seal ARTHUR P ARQUILLA Commission No 2051358 n NOTARY PUBLIC CALIFORNIA N S SAN DIEGO COUNTY }> Commission Expires January 7, 2018 S—; hhand official seal Signature of N Optional Information To help prevent fraud, it is recommended that you provide information about the attached document below '"'Thn is not required under Califonua State notary public law'"' Document Title Notes # of Pages n'Mid r-ld— Ctar, Nnt—' inn unvw Nnt." ort lRRRI 7Ai_107"! CALIFORNIA ALL-PURPOSE'ACKNOWLEDGMENT CIVIL •. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of Califomia ) County of SAN DIEGO ) On 7/21 /2015 before me, Date personally appeared MICHELLE M BASUIL, NOTARY PUBLIC Here Insert Name and Title of the Officer JOHN G MALONEY Name(s) of Signer(&) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(a) is/afe subscribed to the within instrument and acknowledged to me that he/aheA+3ey executed the same in hisAc,,— =tr,e;; authorized capacity(ies), and that by his/4e64ie►;< signature(s) on the instrument the person(e), or the entity upon behalf of which the person(s) acted, executed the instrument MICHELLE M BASUIL COMM # 2034911 SAN DIEGO COUNTY NOTARY PUBLIC-CALIFORNIA Z Q MY COMMISSION EXPIRES AUG 24, 2017 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct WITNESS my hand and official seal Signature Signature o � otary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document Number of Pages Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer(s) Signer's Name JOHN G MALONEY ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ® Attomey in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer Is Representing Document Date Signer's Name ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer Is Representing NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having Its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint JOHN G MALONEY, HELEN MALONEY, MICHELLE M BASUIL, GLENDA J ROONEY, and MARK D IATAROLA JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of FIFTY MILLION ($50,000,000 00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9th of May, 2012 "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company, and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached " � u\W 0ot71ONAt �� ti yQ GOpPORq �SGq — 8= 1tL OµPORq dG ¢ NJ SEAL n c SBteven P Anderson, Senior Vice President of Washington International Insurance Company 2 O SEAL T� WZ 1973 W O ` & Serum Vice President of North Amencan Specialty Insurance Company em rnn £ Q 4•'0� .sy�+dc�-+—.41 B y �o David M Layman, Vice President of Washington International Insurance Company i01�p1Po & Vice President of North American Specialty Insurance Company iN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 9th day of May , 20 14 North Amei scan Specialty Insui ance Company Washington international Insurance Company State of Illinois County of Cook ss On this 9th day of May 20 14 , before me, a Notary Public personally appeared Steven P Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies "OFF[CiALSEAL" ,a'UL�x-,4o C A,Cj DONNA D SKLENS Notary Public, State of Illinois Donna D Sklens, Notary Public My Comfmssion Expires 10/06/2015 I, Jeffiev Goldberg _the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington international Insurance Company, which is still in full force and effect IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 21st day of / JULY 20 15 Jeffrey Goldberg Vice President & Assistant Secretan of Washington International Insurance Company & North American SpecialtN Insurance Companv Rs ` ' i• v , L 'f �r �� � M15 ` x�;�a�"3+',t�� uj rx m a§�j� Tt��_vn,v yt MNr�e '1 0Zmy'; �kYe n,✓�'���.SY�k. ^ "s�a'4 ¢�s`'' pA �P`�(�"•,r�n�,,,A-�U. a.� ., yr t �^ � ^� fi}, ��_.�,�,iN l i tr+'s.r7 `�'- h�-�ati.� @�•" a+ti Y� � � ^�. s.+� �",�,�p !n a 1' r irr d .♦°'� Itr+r ♦; �4 ♦ w�N-�`�%''SP,x,',Y'�' �,. `�5'.�S f�tiA'.. �i r.ka+r41"•N r 'T , r'kF p �r., ��".�.N,"y. 5 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CERTIFICATE OF LIABILITY INSURANCE ATE (MM r/DD/YYYY) A TE(MM11 2015 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 Barney & Barney, A Marsh & McLennan Ins Agy LLC ONT NAAMEACT Doug Shea a/co"N Ext 858-587-7501 FAX No) No 858-909-9840 E-MAIL DRESS doug shea@barneyandbarney com PO Box 85638, CA Lic #OH18131 San Diego, CA 92186 INSURER(S) AFFORDING COVERAGE NAIC # INSURER Gemini Insurance Company 10833 INSURED INSURER B Zurich American Insurance Compa 16535 Nu Line Technologies, LLC 102 Second Street INSURER C Encinitas, CA 92024 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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 INSR LTR TYPE DF INSURANCE ADDL INSR SUBR WVD POLICYNUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A GENERAL LIABILITY X X VCGP021939 9/03/2015 09/03/2016 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FXI OCCUR PREMISES Ea occurrence $100000 MED EXP (Anyone person) s5,000 PERSONAL & ADV INJURY $1,000 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $2,000,000 $ POLICY X PRO JECT DLOC B AUTOMOBILE LIABILITY X X BAP018370600 9/03/2015 09/03/201 EOMaB�Nden1SINGLE LIMIT 1,000,000 BODILY INJURY (Per person) $ X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED AUTOS NON -OWNED AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY N ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) N / A X WC018370700 9/03/2015 09/03/2016 X I WC STATU- OTH- E L EACH ACCIDENT $1 OOO 000 E L DISEASE - EA EMPLOYEE $1 000 000 If yes desenbe under DESCRIPTION OF OPERATIONS below E L DISEASE - POLICY LIMIT $1,000,000 AP ROVED AS TO FORM DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE Project #1506, FY 2014-15 Sewer Lining Project The City of Huntington Beach, its officers, elected or appointed officials, employees, ent n volunteers are named as additional insured with respect to General and Auto Liability,' endorsements Coverage is Primary and Non -Contributory Waiver of Subrogation applies to enera My, Qty Attorney Auto Liability and Workers Compensation City of Huntington Beach SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE y g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 2000 Main Street ACCORDANCE WITH THE POLICY PROVISIONS Huntington Beach, CA 92648 AUTHORIZEDREPRESENTATIVE ,P�dt� ©1988-2010 ACORD CORPORATION All rights reserved ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S592653/M514321 -a _ x - WHIC- — — - -- — INSURED Nu Line Technologies, LLC POLICY # VCGP021939 POLICY PERIOD 09/03/2015 TO 09/03/2016 VE 01 841213 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECTS(S) GENERAL AGGREGATE LIMIT - SUBJECT TO A MAXIMUM AGGREGATE This endorsement modifies Insurance provided under the following Commercial General Liability Coverage Part SCHEDULE Designated Construction Project(s). All construction projects for which you have agreed in writing in a contract, prior to an occurrence that causes "bodily injury", "property damage" or "personal and advertising injury", to provide project specific limits A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above 1. A separate Designated Construction Project General Aggregate Limit applies to each designated construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations 2. The Designated Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard", and for medical expenses under Coverage C regardless of the number of a Insureds, b. Claims made or "suits" brought, or c. Persons or organizations malang claims or twinging "suits" 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated Construction Project General Aggregate Limit for that designated construction project Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above VE 01 841213 Page 1 of 2 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project General Aggregate Limit S. All payments under this endorsement are subject to the Maximum Aggregate Limit of $ 5,000,000 The Maximum Aggregate Limit is the most we will pay under this endorsement regardless of the number of Designated Construction Project General Aggregate Limits The Maximum Aggregate Limit is not available to pay for damages or expenses other than as set forth in the endorsement B. For all sums which the insured becomes legally obligated to pay as damages caused by 'occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -completed Operations Aggregate Limit, whichever is applicable, and 2 Such payments shall not reduce any Designated Construction Protect General Aggregate Limit C. When coverage for liability arising out of the "products -completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the Products -completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project E. The provisions of Section III — Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated VE 01 841213 Page 2 of 2 Policy Number: VCGP021939 CG 20 37 10 01 Insured Name: BURTECH PIPELINE INC Number: 52 Effective Date: 11/23/2015 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: THE CITY OF HUNTINGTON BEACH, ITS OFFICERS, ELECTED OR APPOINTED OFFICIALS, EMPLOYEES, AGENTS AND VOLUNTEERS Location And Description of Completed Operations RE: PROJECT #1506, FY 2014-15 SEWER LINING PROJECT Additional Premium. 0.00 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement ) Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" at the location designated and described in the schedule of this endorsement performed for that insured and included in the "products -completed operations hazard" CG 20 37 10 01 Copyright, Insurance Services Office, Inc , 1984 Page 1 of 1 13 Policy Number: VCGP021939 CG 2010 10 01 Insured Name:BURTECH PIPELINE INC Number: 53 Effective Date: 11/23/2015 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS -SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name of Person Or Organization THE CITY OF HUNTINGTON BEACH, ITS OFFICERS, ELECTED OR APPOINTED OFFICIALS, EMPLOYEES, AGENTS AND VOLUNTEERS (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement ) A Section II — Who is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. B With respect to the insurance afforded to these additional insureds, the following exclusion is added 2 Exclusions This insurance does not apply to "bodily injury" or "property damage" occurring after, (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed, or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project CG 2010 10 01 � Page 1 of 1 INSURED Nu Line Technologies, LLC POLICY # VCGP021939 POLICY PERIOD 09/03/2015 TO 09/03/2016 COMMERCIAL GENERAL LIABILITY CG 20 01 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies Insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Odd Insurance Condition and supersedes any provision to the contrary Primary And Noncontnbutory Insurance This insurance is primary to and will not seek contnbution from any other insurance available to an additional insured under your policy provided that (1) The additional insured is a Named Insured - under such other insurance, and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the ,additional insured CG 20 01 0413 0 Insurance Services Office, Inc , 2012 Page 1 of 1 INSURED Nu Line Technologies, LLC POLICY # VCGP021939 POLICY PERIOD 09/03/2015 TO 09/03/2016 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies Insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Nance Of Person Or Organization: Where required by written contract or agreement executed prior to loss (except where not permitted by law) Information required to complete this Schedule if not shown above will be shown in the Declarations The following is added to Paragraph & Transfer Of Rights Of Recovery Against Others To Us of Section IV —Conditions; We waive any nght of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage ansing out of your ongoing operations or 'Your work' done under a contract with that person or organization and included in the "products - completed operations hazard" This waiver applies only to the person or organization shown in the Schedule above CG 24 04 05 09 0 Insurance Services Office, Inc, 2008 Page 1 of 1 INSURED Nu Line Technologies, LLC POLICY # BAP018370600 POLICY PERIOD 09/03/2015 TO 09/03/2016 COMMERCIAL AUTO CA 04 441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the prrnnsions of the Coverage Form apply unless modified by the endorsement This endorsement changes the policy effective on the Inception date of the policy unless another date is indicated below Named Insured: Nu Line Technologies, LLC Endorsement Effective Date: SCHEDULE Names) Of Person(s) Or Organization(s)• WHERE REQUIRED BY WRITTEN CONTRACT The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the e)dent that subrogation is waived prior to the "accident' or the "loss" under a contract with that person or organization CA 04"1013 0 Insurance Services Office, Inc, 2011 Page 1 of 1 POLICY NUMBER BAP018370600 COMMERCIAL AUTO CA 20 01 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE This endorsement modifies insurance provided under the following AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below Named Insured- Nu Line Technologies, LLC Endorsement Effective Date: SCHEDULE Insurance Company: Policy Number. BAP018370600 Effective Date 09/03/2015 Expiration Date 09/03/2016 Named Insured. Nu Line Technologies, LLC Address Additional Insured (Lessor) City of Huntington Beach Address: Huntington Beach, CA 92648 Designation Or Description Of "Leased Autos" CA 20 01 10 13 0 Insurance Services Office, Inc , 2011 Page 1 of 2 Coverages Limit Of Insurance Covered Autos Liability $ Each "Accident" Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Comprehensive $ Deductible For Each Covered "Leased Auto" Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Collision $ Deductible For Each Covered "Leased Auto" Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Specified $ Deductible For Each Covered "Leased Auto" Causes Of Loss Information required to complete this Schedule, if not shown above, will be shown in the Declarations A. Coverage 1 Any "leased auto" designated or described in the Schedule will be considered a covered "auto" you own and not a covered "auto" you hire or borrow 2. For a "leased auto" designated or described in the Schedule, the Who Is An Insured provision under Covered Autos Liability Coverage is changed to include as an "insured" the lessor named in the Schedule However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by a You, b Any of your "employees" or agents, or c Any person, except the lessor or any "employee" or agent of the lessor, operating a "leased auto" with the permission of any of the above 3 The coverages provided under this endorsement apply to any "leased auto" described in the Schedule until the expiration date shown in the Schedule, or when the lessor or his or her agent takes possession of the "leased auto", whichever occurs first B Loss Payable Clause 1 We will pay, as interest may appear, you and the lessor named in this endorsement for "loss" to a "leased auto" 2. The insurance covers the interest of the lessor unless the "loss" results from fraudulent acts or omissions on your part 3 If we make any payment to the lessor, we will obtain his or her rights against any other party C Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition 2. If you cancel the policy, we will mail notice to the lessor 3. Cancellation ends this agreement D. The lessor is not liable for payment of your premiums E. Additional Definition As used in this endorsement "Leased auto" means an "auto" leased or rented to you, including any substitute, replacement or extra "auto" needed to meet seasonal or other needs, under a leasing or rental agreement that requires you to provide direct primary insurance for the lessor Page 2 of 2 © Insurance Services Office, Inc, 2011 CA 20 01 10 13 INSURED Nu Line Technologies, LLC POLICY # BAP018370600 POLICY PERIOD 09/03/2015 TO 09/03/2016 COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies Insurance provided under the following AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provislons of the Coverage Form apply unless modified by the endorsement This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who is An Insured provision of the Coverage Form This endorsement does not alter coverage provided in the Coverage Form SCHEDULE Name Of Person(s) Or Organizabon(s): Any person or organization where the named insured has agreed by written contract to Include such person or organization as a designated Insured Information required to complete this Schedule, if not shown above, will be shown in the Declarations Each person or organization shown in the Schedule Is an "Insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "Insured" under the Who Is An Insured provision contained in Paragraph A 1. of Section II - Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I - Covered Autos Coverages of the Auto Dealers Coverage Form CA 20 48 10 13 ® Insurance Services Office, Inc, 2011 Page 1 of 1 INSURED Nu Line Technologies, LLC POLICY # WC018370700 POLICY PERIOD 09/03/2015 TO 09/03/2016 BLANKET WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement changes the policy to which It is attached effective on the Inception date of the policy unless a different date is Indicated below (The following "attactung clause" need be co npleted only when this endorsement te Issued subsequent to prepamdon of the policy) We have a right to recover our payments from anyone liable for an injury covered by this policy We will not enforce our right against any person or organization with whom you have a written contract that requires you to obtain this agreement from us, as regards any work you perform for such person or organization The additional premium for this endorsement shall be % of the total estimated workers compensation premium for this policy WC 04 03 61 (Ed 11/90) CONTRACTOR'S SWORN STATEMENT AND WARRANTY REGARDING t ONTINUINC INSUR.'iNC'E OBLIGATIONS FROM �PROJECTeLr►ID)E�-T (Contractor Name) • 1 to 2 5 and is T S eNc rra:S CVt 2- (Crty, State and %p) TO: CM1 OF HUN—IINGTON BEACH 511 4WXM! 1► Attached hereto is a true and correct copy of the current Cerufrcdte of Liburar,ce and Additional Insured Endorsement CG 2010 1185, whi_h Certflcate couples with the insurance requirerients of the Contract by and between the ON of Huntington Beach ("Gty'ry and the above -named Contractor ("Contactor') for the above -described projec* ("Project") I declare under pen Ity o penury under the laws of tie State of California that tine above statement is true and correct Signed on — 20 ch (Da e) (City, State) of Lndmdual Wno ,s Contractor hereby warrant; and agrees to maintain Products and Completed Operations Insur.nce in compliance with the insurance requrements of the Contract for the Project Said insurance shall be maintained t'irough and until the expiration of all tklarranries provided by Contractor. Said insurance shall contain Additional Insured Endoesemen; CG 2010 1185, naming City as an additional Insured Contractor shall supply to City, on at least an annual basis, a Certificate of Insurance and the aforementioned Endorsement evidencing con nu coverage which meets the Contact requirements �7 J I� a ` -,—mot Signed or, y i �/ TO t_ �Lllv�! ►� (Dote) (ON, Sate) Name, 1 �l Name Title 277621 3 RECEIVED BY (Name) (Date) • TO FROM DATE SUBJECT CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office after signing/dating CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL. COMMUNICATION City Treasurer City Cler Z,3 Bond Acceptance I have received the bonds for Mt- u- L610L CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No CC No / 1:5-0� MSC No Other No g /forms/bond transmittal to treasurer zz61z=zs (Company Name) Approved —91114--lli— — (Coup d Approv I Date) Agenda Item No So City Clerk Vault No d �r SIRE System ID No EXECUTED IN DUPLICATE BOND NO 2207219 PREMIUM $2,375 00 PREMIUM IS FOR CONTRACT TERM AND IS SUBJECT TO ADJUSTMENT BASED ON FINAL CONTRACT PRICE PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS WH REAS, City of untmgton Beach (hereafter referred to es ' Coy) has, by written agreement dated t'2�_, 20L�entered into a contract with NU LINE TECHNOLOGIES, LLC 102 SECOND STREET, ENCINITAS, CA 92024 (name and address of Contractor) (hereinafter referred to as 'Principal') for performance of the work described as follows FY 2014/15 SEWER LINING PROJECT (Pro)eci Title) WHEREAS, said contract, and all documents referenced thereln (hereinafter collectively 'Contract!), are Incorporated herein by this reference made a part hereof as though set forth herein in tali, and Said Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt, full and forthful performance of said Contract, by a duty admitted surety insurer under the laws of the State of California (hereinafter referred to as "Surety*), and Surety is certmed and listed in the U S Department of the Treasury Circular 570, and has provided proof of sufficient bonding limitations as shown in said circular io piovide bonds In the amount required by said Contract, and Surety has provided financial strength ratings from reputable companies such as from A M Best, M000y's or Standard & Poor's, to validate chat Surety has positive ratings of being secure or Stable and Surety is registered and listed with the California Department of Insurance, NOW, THEREFORE, we, the undersigned, as Pnnapal, and NORTH AMERICAN SPECIALTY INSURANCE COMPANY 6 HUTTON CENTRE DRIVE, SUITE 850, SANTA ANA CA 92707 (name and address of Surety) as Surety, are held and firmly bound unto City in the penal sum of TWO HUNDRED FIFTY THOUSAND AND 00/100 ---- Dollars ($ 250,000 00 ), this amount being not less than one hundred percent of thepnee set fortrl in the Contract, in lawful money of the United Stages, for the payment ofwhich sum, well and trulyio be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Pnncipatshall promptly, fully and faithfully perform each and all of the covenants, obligations and things to be done and performed by the principal In strict accordance with the terms of the Contract as said contract may be altered, amended or modified from time to time, and If the Principal shall Indemnify and save hermless City and all of City s officers, agents and employees (hereinafter collectively referred to as "Obligees') fromany and ell losses, liability and damages, claims, Judgments, stop notices, fees and costs of every description, whether imposed by law or in equity, which may be incurred by the Obligees by reason of the failure or default on the part of the Principal In 'he performance of any or all of the terms orthe obligations of the Contract, including aft alterations, amendments and modifications thereto, and any warranties or guarantees required thereunder, then this obligation shall be void, otherwise, it shall be and shall remain in full force and effect Surety stipulates and agrees, for value received, that no adjustment of the time or price In the Contract or any alteration, change, deletion, addition or other modification to the Contract or the workto, be performed thereunder, shall in any way affect, limit, restrict, impair or release the obligations of the Surety under this Bond Surety waives notice of any adjustment of contract or contract price, and arty other alteration, change deletion, addition or other modlficabon to the Contract, o- the work to be performed thereunder, and agrees )S-4$841f17174 rf Surety stipulates and agrees, for value received, that no change, extension of frme, alteration, addrtfon or modfication to the terms of the Contract, or any contract document or any work ro be performed thereunder, whether made after notice or not, shalt in any way affect, rmoair or release the obligations of Surety under this bond Surety hereby waives notice of any such change, exeensron of time, afteration, addition, or modification to the terms of the Contract, the contract documents or the work thereunder Surety also waives the provisions of Caltfomla Cnr1 Code §§ 2845 and 2849 IN WITNESS WHEREOF, each party represents and warrants that this instrument has been duly executed oy Principal and Surety, on the date set forth below, that the name of each corporate pany being affixed hereto is such party's proper legal name and that the individuals signing this instrument have been duty authorized pursuant to the authority of its governing body Surety, by execution of this bond, waives any defense which Surety has or may have by reason of any failure of the Principal to execute or properiv execute this bond Dated NOVEMBER 19, 2015 ATTEST NU LINE TECHNOLOGIES, LLC (Corporate Seal) _ (Pnncrpal Name)_ ATTEST (Corporate Seal) Name D INIC J BU Title (Surety By. i �svLi yr Name MARK D IATAROLA, ATTORNEY -IN -FACT (Attach Aftomey-In-Fact Certificate) 714 550-7799 (Area Code &Telephone Number, for Surety) APPROVED AS TM, y- Br' Mr ael E Gates,'City omefi` t y Note- 77ls bond must be executed in dupikafe, and dated, afl srgnafuresmastbe notanzed, and evidence of ilia aWjodty of any person $Wing a$ att=ey-in-facfmust be *ached 15-4584M7357 Page 2 of 2 PAYNN� T BOND I 1 California Acknowledgment Form A notary public or other officer completing this certificate venfies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of California ss. Countyofc-�.. tour R Aaquift9 Notary P ubhe On ��1 before me, / (here iptert name and tide of th personally appeared N, who proved tome on the basis of satisfactory evidence "the person(s) whose name( Is subscribed to the within Instrument and acknowledged tome tha he/he/they executed the same in,hls/ r/their au- thorized capaclty(les), and that b Is/ er/their slgnat s) on the Instrument the person(s), or the entity upon behalf of which the persons acted, executed the Instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct. Seal `V ARTHUR P ARQUILLA J% Commission No 2051358 0 V^«` NOTARY PUBLIC CALIFORNIA SAN DIEGO COUNTY S{ Commission Expires January7, 2018 WIT ES,S my hand a d official seal Signature of Notary Optional Information To help prevent fraud, it is recommended that you provide information about dic attached document below ***This is not required under California State notary public law *** Document Title Notes # of Pages (MMIA r-lfi—qWP Nnt—, Inr --Nnt.—not MR) 7r.'LI i177 CALIFORNIA-. •. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of California County of SAN DIEGO On 11/19/2015 Date personally appeared before me, MICHELLE M BASUIL, NOTARY PUBLIC Here Insert Name and Title of the Officer MARK D IATAROLA Name($) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(S) whose name(a) is/-?tFe subscribed to the within instrument and acknowledged to me that heley executed the same in his`herAlgelr authorized ca aci p ty(er�, and that by his/49I44hew signature(s) on the instrument the person , or the entity upon behalf of which the person(s) acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct WITNESS my hand and official seal MICHELLE M BASUIL "i COMM # 2034911 Z SAN DIEGO COUNTY Signature 7�cc,� r'0�1_ , Q r NOTARY PUBLIC-CALIFORNIA Z Signature of Notary Public Q MY COMMISSION EXPIRES AUG 24, 2017 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document Number of Pages Document Date Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer(s) Signer's Name MARK D IATAROLA ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual N Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer Is Representing Signer's Name ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer Is Representing G:�'.�,«.'•�.L�.L�.s\�'•<'✓,:\✓i�%'.�✓,'i�✓,:\✓'i�✓,i�✓,i�✓,i\✓,i<✓,'iC%:`%i�✓,i\✓ice%ice✓,ice✓,5\✓'i\✓.sue✓,<C.J%� i\✓.:<✓.i<✓,i\✓. i�✓, ice✓, i�✓i�%'iC✓iC✓.'•�✓.S� i\'/,K{!i�✓,:�✓S\ f iAN 11 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington Intemational Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint JOHN G MALONEY, HELEN MALONEY, MICHELLE M BASUIL, and MARK D IATAROLA JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-In-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of FIFTY MILLION ($50,000,000 00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9ih of May, 2012 "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company, and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertakmg or contract of surety to which it is attached " O\AlliY/, Z1ONA(rn"ft4 2 G�pPOR4T�L9�� y \ _ �d�rVQ0�Rpp�tiiJ'Gs C� 77 _ $ ,Z G A g. SEAL n c Steven P Anderson, Senior Vice President of Washington International Insurance Company SEAL e 2 W Z. 1973 to m &Semor Vice President of North American Specialty Insurance Company O m 3 �j, �Q O\� n g %� y tiAMPe� a`�� ZikM �g3T By Michael A lto,3 mop Vice President nt of ishington nterna id lnsurhmce Company & Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 17th day of September 2015 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss On this 17th day of September , 201 before me, a Notary Public personally appeared Steven P Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies OFFICIAL SEAL M KENNY NOTARY PUBLIC, STATE OF ILLINOIS M Kenny Notary Public MY COMMISSION EXPIRES 12/0412017 I, Jeffrey Goldberg the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington Intemational Insurance Company, which is still in full force and effect IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 19th dayofNOVEMBER , 20 15 Jefrrel Goldberg Vice President & Assistant Secretary of Washington International Insurance Company & North Amencan Specialty Insurance Company t .ti 4 EXECUTED IN DUPLICATE BOND NO 2207219 PREMIUM INCLUDED IN PERFORMANCE BOND PAMENT BANS (LABOR AND MATERIALS) KNOW ALL PERSONS BYTHESE PRESENTS WHEREAS, City of Huntington Beach (hereafter referred to as 'City") has awarded to NU LINE TECHNOLOGIES, LLC and (hereinafter referred to as 'PTincbpai'), a contract ('Contracn for the work described as follows FY 2014/15 SEWER LINING PROJECT (Proliect Title) WHEREAS, Principal Is required under the terms of the Contract and the Calffomia Civil Code to furnish a bond to secure the payment of claims of laborers, mechanics, materiatmen, and other persons as provided by law, by a duly admitted surety insurer under the laws of the State of California (hereinafter referred to as 'Surety'), and Surety is certified and listed in the U S Department of the Treasury Circular 570, and has provided proof of sufficient banding (Imitation, as shown in said circular to provide bonds in the amount required by said Contras~, and Surety has provided financial stiength ratings from reputable companies, such as from A N4 Best, Moodys or Standard & Poor's, to validate that Surety has pobbfive ratings of being secure or stable, and Surety Is registered and listed with the California Department of Insurance NOW THEREFORE, we, the undersigned Pnnapal, and NORTH AMERICAN SPECIALTY INSURANCE COMPANY 6 HUTTON CENTRE DRIVE SUITE 850 SANTA ANA CA 92707 (name and address or -Surety) as Surety, are held and firmly bound unto City in the penal sum of TWO HUNDRED FIFTY THOUSAND AND 001100 --- dollars {$ 250,00000 ), this amount being not less than one hundred percent (100%) ofthe total price set forth in the Contract, in lawful money of the United States of America, for the payment of which sum, well and truly to be made, we bind ourselves, and each of our heirs, executors, administrators, successors, and assigns, Jointly and severally, firmly by these presents THE CONDITION OF THiS OBLIGATiON IS SUCH THAT, if the Principal, has, her, or Its €ieirs, axecutors, administrators, successors or assigns, or subcontractors shall fall to pay any of the persons named in Section 3181 of the California Cnnl Code ("Claimants") for all labor, materials orservIc s used or reasonably required for use in performance of the work described In the Contract, or any amounts due under the Unemployment insurance Code with respect to wo& or labor performed by any such Claimant, or prevailing wages due and penalties incurred pursuant to Seotions 1774, 1775,1813 or 1815 of the Labor Code, or any amounts required to be deducted, withheld and pad over to the Employment Development Department from the wages of employees of the Principal and Subcontractors pursuantto Section 13020 of the Unemployment insurance Code with respect to the work or labor performed under the Contract, Surety writ pay for the same, in an amount not exceeding the penal sum specified in this bond, otherwise, this obligation shall be null and void - This bond shall inure to the benefit of any of the persons named In Section 3181 of the California Civil Code so as to give a right of action to such parsons or their assigns. In case anv action is brought upon this bond, Surety further agrees to pay all court costs and a reasonable attomey's fee In an amountfhred by the court 15-AS 34h 17357 Page 1 of PAYMENT BOND 11 Bond NG 2207219 to automahcafiy adjust. the penal sum of this Bond to reflect such adjustments, alterations, changes, deletions, additions or otter modifications Surety agrees to provide viritten conflrmabon of such adjustments in the penal sum to City on not less than a quarterly basis Surety also waives the provisions of Civil Code §§ 2845 and 2849 The obligations of this Bond shall survive the completion of the work described in the Contract as to all obligations and liabilities of the Principal which survive completion of the work IN WITNESS WHEREOF, each party represents and warrants that this instrument has been duly executed by Principal and Surety, on the date set forth below, that the name of each corporate party being affixed hereto is such party's proper legal name and that the individuals signing this instrument have been duty authorized pursuant to the authority of its governing body Surety, by execution of this bond, waives any defense which Surety has or may have by reason of any failure ofthe Principal to execute or property execute this bond Dated NOVEMBER 19, 2015 ATTEST NU LINE TECHNOLOGIES, LLC (Corporate Seal) A (Pnnapal Name) — Name UUMINIG Title PARTNER ATTEST NUK 111 AIVIt KIUAN SPECIALTY INSUPMNCE COMPANY (Corporate Seat) AA% By Name MARK D IATAROLA, ATTORNEY -IN -FACT (Signature of Attomey-in-Fact for Surety) (Attach Attomey-in-Fact Certificate) 714 550-7799 (Area Code & Telephone Number for Surety) APPROVED AS TO FGKM'� BycC� .?- .f" rNiichaelEGates,City Attorney p Note This bond must be executed In duplicate and dated, all sig:iafur'es must be nofermed and evidence of the aulhoniy of any person signing as aftomey-4a fact must be attached. 15-4524/117174 Page 2 of2 PERFORMANCEBOND J Y� California Acknowledgment Form A notary public or other officer completing this certificate verifies only the identity of the individual who signed tht Document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of California ss County Coun of 11.-1' � v / -z// / Ar&u r P. All quilla, Notary Public On before me , (heryinsert name and title of the officer) personally appeared`� who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s 6his subscribed to the within instrument and acknowledged to me thaohshe/they executed the same ier/their au- thorized capacity(ies), and that bdoer/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct Seal ARTHUR P ARQUILLA _ k Commission No 2051358 0 NOTARY PUBLIC SAN DIEGO COUNTY IA to Commission Expires January 7, 2018 WITN SS1,iny�ha�nd an lclai seal ,, Signature of Notary Optional Information To help prevent fraud, it is recommended that you provide information about the attached document below 'This is not required under Caiifonua State notary public law *** Document Title # of Pages Notes MMA rnid— crate Nntary inr �n,nv iVnra,v �Pr R it ft, 7I.7_ i 077 i I ALL-PURPOSECALIFORNIA .. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of California County of SAN DIEGO On 11/19/2015 Date personally appeared before me, MICHELLE M BASUIL, NOTARY PUBLIC Here Insert Name and Title of the Officer MARK D IATAROLA Name(&) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in his/her-Ahetr authorized capacity(tes), and that by his,"•�m signature(s) on the instrument the person(s), or the entity upon behalf of which the person(e) acted, executed the Instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct WITNESS my hand and official seal MICHELLE M. BASUIL COMM # 2034911 Z SAN DIEGO COUNTY Signature NOTARY PUBLIC-CALIFORNIA Z Signature of Notary Public MY COMMISSION EXPIRES AUG 24,2017 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document Document Date Number of Pages Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer(s) Signer's Name MARK D IATAROLA ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual N Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer Is Representing Signer's Name ❑ Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer Is Representing L:�'!L<';:�✓.L�✓'i✓..�✓.:�✓.L<✓i�✓i�✓,'.�✓S\✓,'i<✓.:�✓.iC✓,iG✓,:<✓:\✓ice✓.:<✓G�:`;i\✓:(✓,S\✓i\%:\✓:C✓:�✓.:�✓.\✓: <✓i✓,i�✓i�✓.:�✓,i<.'�:�✓'i��'<✓..J:�.'i�.:C'!'.�.:\✓:C C`►1110- 316WO 3i11" NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having Its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint JOHN G MALONEY, HELEN MALONEY, MICHELLE M BASUIL, and MARK D IATAROLA JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of FIFTY MILLION ($50,000,000 00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9th of May, 2012 "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach`therein the seal of the Company, and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached " `��JwVG -�` ��,sNmmwnruuwr�y� Q 4(9, ' / a AZIONq�! y GORPORf��G � B / z ._ �GORPORg.1, $s y V �'' FTye SEAL O = Steven P Anderson, Semor Vice President of Washington International Insurance Company g SEAL Z 3 �W 1973 P� n ` & Senior Vice President of North American Specialty Insurance Company�n„ E 111 P� da�r By Michael A Ito, -Senior Vice President ofWashi gton International Insurance omZ piny +ranw aMa & Senior Vice President of North American Specialty Insui ince Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 17th day of September. 2015 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss On this 17th day of September , 201 before me, a Notary Public personally appeared Steven P Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly swom, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies a NOTARY PS�,MY COMMI2I04(2017 M Kenny Notaryf'ubltc ` 1, Jeffrey Goldberg , the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 19th day of NOVEMBER , 20 15 Jeffrei Goldberg Vice President & Assistant Secretary of Washington International Insurance Company & North American Specialty Insurance Company City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Joan L. Flynn, City Clerk February 3, 2016 Nu -Line Technologies, LLC 102 Second Street, Suite B Encinitas, CA 92024 Re FY 2014/15 Sewer Lining Project — CC-1506 The City Council awarded the bid to your company for the above referenced project Enclosed is a copy of the executed contract with the City of Huntington Beach A Certification of Compliance with Title VII of the Civil Rights Act, Certification of Compliance with Prevailing Wage Laws and Contractor's Certificate form must be returned to this office after the proiect is com leted but prior to the release of retention funds In addition, the following item must also be on file, with this office before the City can release any retention funds A warranty bond guaranteeing the final amount of work and materials for one year If your performance bond does not include specific wording for a one-year warranty, then a rider or separate bond must be submitted hat Should you have any quesi�onre°easencerns of retention rfu fuing nds, please call the Public s or items tWorksust be on file in this office prior Department at 536-5437 Sincerely, v! Joan L Flynn, CIVIC City Clerk JF pe Enclosures Copy of Contract including Proposal Copies of insurance/bonds Bid Bond (original) Sister Cities A ijo, Japan ♦ Waitakere, New Zealand ^ t RECEIVED BY �r (Ndme) (Date) s • I J t .., " . . - . 1 - .... .. CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office after signing/dating CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO City Treasurer FROM City Clerk DATE 3 SUBJECT Bond Acceptance I have received the bonds for lv&t-- Z-/A)L CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. ,Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No CC No MSC No Other No g /forms/bond transmittal to treasurer (Company Name) Approved`", (Council Apprroov l Date) Agenda Item No City Clerk Vault No l �� SIRE System ID No Dept ID PW 15-049 Page 1 of 2 Meeting Date 8/17/2015 1104ev-&- ell,/Z-V CITY OF HUNTINGTON BEACH REQUEST FOR CITY COUNCIL ACTION MEETING DATE: 8/17/2015 SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Fred A Wilson, City Manager PREPARED BY: Travis K Hopkins, PE, Director of Public Works SUBJECT: Award and authorize execution of a construction contract in the amount of $250,000 to Nu -Line Technologies for the FY 2014/15 Sewer Rehabilitation Project, CC-1506 Statement of Issue On July 23, 2015, bids were opened for FY 2014/15 Sewer Rehabilitation Project, CC-1506 City Council action is requested to award the construction contract to Nu -Line Technologies, the lowest responsive and responsible bidder Financial Impact Funds in the amount of $315,000 are available in the Sewer Service Charge Fund Account No 51189002 Recommended Action A) Accept the lowest responsive and responsible bid submitted by Nu -Line Technologies in the amount of $250,000, and, B) Authorize the Mayor and City Clerk to execute a construction contract in a form approved by the City Attorney Alternative Action(s) Reject all bids and provide staff with an alternative direction Analysis The Engineering and Utilities Division coordinate the need for rehabilitation of existing sewer pipes based on maintenance history and video inspection The scope of work for the project includes lining approximately 11,000 lineal feet of eight -inch diameter, aged, sewer main lines identified as' a priority this year The locations would benefit from lining as the existing pipes are either lined with calcium deposits from groundwater seepage through minor cracks and joints or have joints offset by tree roots from adjacent mature trees located on parkways These deposits and roots, which inhibit flow, will be removed prior to lining Lining of the pipes is a trenchless operation performed by inserting a felt tube inside the existing pipe and curing the liner to form a replacement pipe The Engineers Estimate for this project is $300,000 HB -69- Item 6. - I Dept ID PW 15-049 Page 2 of 2 Meeting Date 8/17/2015 The bids were publically opened on July 23, 2015 The verified bid amounts are listed below 1 Bidding Contractor Submitted Bid Verified Bid NU -LINE TECHNOLOGIES $250 000 00 $250 000 00 SANCON ENGINEERING INC $263,19475 $263,19475 SOUTHWEST PIPELINE $299,457 50 $299,457 50 INSTIUFORM TECHHNOLOGIES $303 128 00 $303 128 00 Staff recommends award of the contract to Nu -Line Technologies, the lowest responsive and responsible bidder, in the amount of $250,000 The company reference check for Nu -Line Technologies provided acceptable responses on similar sewer lining projects within the last two years The total estimated project cost is estimated to be $315,000, which includes the construction contract, project management, construction contingency and supplemental expenses (inspection services and additional engineering support) Public Works Commission Action The Public Works Commission reviewed and approved the project on May 20, 2015, with a vote of 7-0-0 Environmental Status The project is categorically exempt pursuant to Class 1, Section 15301 (c) of California Environmental Quality Act Strategic Plan Goal Enhance and maintain infrastructure Attachment(s) 1 Location Map Item 6. - 2 HB -70- v~i BOLSA AVE RD 137 McF DDEN )AVE. U RD z v~i a lag EDI GE Z 0 00 Z HEIL WE. N N N of m 0U Q J N Q Q p w m RD WARN R A E. � ' a o 2s3 oW LM f J m v�i 0 SLATER AVE. A 9 TA BERT AVE. EL IS AVE. GARFI ELD ] Y_ O PROJECT LOCATION SEWER LINING LOCATIONS INCLUDE REPORTING DISTRICTS (RD) 136, 149, AND 263 00 RD 136 - 1,700 8" SEWER RD 149 - 5,700 8" SEWER RD 263 Pw 3,500 8" SEWER LEGEND ® RD BOUNDARY FY 2014/15 SEWER LINING PROJECT CC-1506 PROJECT LOCATION MAP CITY OF HUNTINGTON BEACH DEPARTMENT OF Pl- _--WORKS NTS AVE. 0 N AVE. 3 N AVE. N o �� Q Q AVE _ Y' = N 3� mAVE.O� f CITY OF HUNTINGTON BEACH PROJECT NAME Sewer Lining Project CC#: 1506 BID OPENING DATE: 7/21/2015 TIME & LOCATION. 10 00 AM & Council Chambers ENGINEER'S ESTIMATE: $300,000 00 BIDS SUBMITTED (AS READ AT OPENING) E BIDDERS NAME FINAL APPARENT BID y RAW MOUNT" Atlas -Underground; -,Pomona a Insitufrom Technologies,rFullerton ,%, 4 S'Y ,-- "'k � n Metro Builders & Engineers, Newp Beat h r Make Prlich and Sons, Baldwin Park Mo'ntes Pacific Engineering, Oxnard n_ Nu -Line Technologies, Encinitas °O- © , ' Sancon Engineenng, Huntingto�rrBeach M°7" .-- Southwest pipeline, Torrance __ r, o_ I" \r y-x� P ,,WWk .,,✓Y� G='s �T � '" ^ w r SS~ S gam. �t A vo ke ^ s s ell PTS_11202014_Version_15_CC1506 ul uj cx Oc _/sod F � 1�.� ��- �s•J��JG go Allo 00 =oi 14V c z inr stow f rn SECTION A NOTICE INVITING SEALED BIDS for the construction of FY 2014/15 SEWER LINING PROJECT CC No. 1506 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 10:00 AM on July 7A, 2015. Bids will be publicly opened in the Council Chambers unless otherwise posted /L3 Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $10.00 nonrefundable fee if picked up, or payment of a $30.00 nonrefundable fee if sent by UPS ground delivery (bidder shall pay additional costs for special delivery). Plans, Specifications, and contract documents can be downloaded free on AGENCY website http //www huntinZonbeachca gov/government/departments/public works/Bids/ Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648 The AGENCY will deduct 5% retention from all progress payments The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the Public Contract Code, Section 10263 The Contractor shall be beneficial owner of the surety and shall receive any interest thereon The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders as determined by the AGENCY The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class A at the time of the bid opening The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY All extension of unit prices will be subject to verification by the AGENCY In case of a variation between the unit price and the extension, the unit price will govern Project Description The project consists primarily of lining existing sewer pipes based on maintenance history and video inspection The scope of work for the project includes lining approximately 10,000 lineal feet of eight -inch diameter aged sewer main lines in locations in the North area of the City identified as a priority this year These locations would benefit from lining as the existing pipes are either lined with calcium deposits, from groundwater seepage through pipe and minor cracks and joints, or have joints intruded with tree roots from adjacent mature tree species located on parkways These deposits and roots, which inhibit flow, will be removed as part of the contract by contractor prior to lining The engineer's estimate of probable construction cost for the work included in the basis of award is $300,000 The contract shall allow the Contractor 45 working days to complete the contract The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 2nd day of September 2014, by Resolution No 2014-69. Attest - Joan L Flynn CITY CLERK OF THE CITY OF HUNTINGTON BEACH SECTION A NOTICE INVITING SEALED BIDS for the construction of FY 2014/15 SEWER LINING PROJECT CC No. 1506 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 10:00 AM on July 28, 2015. Bids will be publicly opened in the Council Chambers unless otherwise posted. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $10.00 nonrefundable fee if picked up, or payment of a $30.00 nonrefundable fee if sent by UPS ground delivery (bidder shall pay additional costs for special delivery) Plans, Specifications, and contract documents can be downloaded free on AGENCY website. hM //www huntiniztonbeachca.gov/govemment/departments/public works/Bids/ Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648 The AGENCY will deduct 5% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the Public Contract Code, Section 10263 The Contractor shall be beneficial owner of the surety and shall receive any interest thereon The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders as determined by the AGENCY. The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class A at the time of the bid opening The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY All extension of unit prices will be subject to verification by the AGENCY In case of a variation between the unit price and the extension, the unit price will govern Project Description The project consists primarily of lining existing sewer pipes based on maintenance history and video inspection The scope of work for the project includes lining approximately 10,000 lineal feet of eight -inch diameter aged sewer main Imes in locations in the North area of the City identified as a priority this year These locations would benefit from lining as the existing pipes are either lined with calcium deposits, from groundwater seepage through pipe and minor cracks and joints, or have joints intruded with tree roots from adjacent mature tree species located on parkways These deposits and roots, which inhibit flow, will be removed as part of the contract by contractor prior to lining The engineer's estimate of probable construction cost for the work included in the basis of award is $300,000 The contract shall allow the Contractor 45 working days to complete the contract The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 2nd day of September 2014, by Resolution No 2014-69. Attest Joan L Flynn CITY CLERK OF THE CITY OF HUNTINGTON BEACH SECTION A NOTICE INVITING SEALED BIDS for the construction of FY 2014/15 SEWER LINING PROJECT CC No. 1506 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 10:00 AM on July 28, 2015. Bids will be publicly opened in the Council Chambers unless otherwise posted Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $10.00 nonrefundable fee if picked up, or payment of a $30.00 nonrefundable fee if sent by UPS ground delivery (bidder shall pay additional costs for special delivery) Plans, Specifications, and contract documents can be downloaded free on AGENCY website http //www huntin tonbeachca o�v/govermnent/departments/public works/Bids/ Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct 5% retention from all progress payments The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the Public Contract Code, Section 10263 The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders as determined by the AGENCY The bid must be accompamed by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class A at the time of the bid opening The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. All extension of unit prices will be subject to verification by the AGENCY In case of a variation between the unit price and the extension, the unit price will govern Project Description The project consists primarily of lining existing sewer pipes based on maintenance history and video inspection The scope of work for the project includes lining approximately 10,000 lineal feet of eight -inch diameter aged sewer main lines in locations in the North area of the City identified as a priority this year These locations would benefit from lining as the existing pipes are either lined with calcium deposits, from groundwater seepage through pipe and minor cracks and joints, or have joints intruded with tree roots from adjacent mature tree species located on parkways These deposits and roots, which inhibit flow, will be removed as part of the contract by contractor prior to lining The engineer's estimate of probable construction cost for the work included in the basis of award is $300,000 The contract shall allow the Contractor 45 working days to complete the contract The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 2nd day of September 2014, by Resolution No 2014-69. Attest Joan L Flynn CITY CLERK OF THE CITY OF HUNTINGTON BEACH Estanislau, Robin From: David Ward [DWard@ocregister com] Sent: Wednesday, July 01, 2015 2 56 PM To- Estanislau, Robin Cc: De Coite, Kim Subject: RE Legal Advertisement - NISB for CC-1506 Thank you for the quick turnaround for that second notice I'II get right on it 11AVInkWARE From: Estanislau, Robin [mailto.Robin Estanislaw-0surfcity-hb.org] Sent: Wednesday, July 01, 2015 2.55 PM To: David Ward Cc: De Coite, Kim Subject: RE: Legal Advertisement - NISB for CC-1506 Thanks) From: David Ward [ma iIto: DWardCabocregister com] Sent: Wednesday, July 01, 2015 2.53 PM To: Estanislau, Robin Subject: RE. Legal Advertisement - NISB for CC-1506 Hi Robin Here is the proof Ad#10067284 Run Date 7/9, 7/16 & 7/23 Cost $549 45 PROOF 1 SECTION A NOTICE INVITING SEALED BIDS for the construction of FY 2014)15 SEWER LINING PROJECT cc NO.1506 in the CITY OF HUNTINGTON BEACH UBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH. aE 3ENCY, Invites seal;�d bids fir the above stated nroiects and will receive such bids in the rice of the City Second Floor, 2000 Main Street, Huntington Beach, California 1648 1.11-1 to the hour of 10:00 AM on Jultv 28, 2015. Bids will be Publicly opened in P Council Chanibej,GLinless othermse posted 'ir ns of the Plans, Spe cific2tions, and contract documents are available from the Office the D i rectcy r Of P U ID I I C Wo rk s, 2000 Nlai n Street Huntington Beach CA 9264 8, upon pay ent of a $10 00 nonrefundable fee if picked LIP, or r)avirnent of a $30.00 nonrefundable 9 if Lent by UPS CIrOLInd delivery (bidrJpr shall pay additional co is for special deliverO ans ,Sr,ecifications, and contract documents can be downloaded free on AGENCY web httrj,,-oi5s1h 111.11"ItIll-Itonb�achca works -Bids,, 114 contract entered intci pursuant to this noAce will incorporate the provisions of the State L I D -. r :;Ode PWGI.bant to the orovisions of the Labor Code of the State of California. the inimuni rrevailincj rate :f r,;"-r them wacies for each craft classification or Noe Of workman ledt'd to eXt'-1,-L)tG-1 the contract shall be those determined by the Director of In du strial Re :ions of the State of California, which are On file at the 0ffice of the Director of Public orks, 2000 Pdtiin Street Hu ntin,,Ion Beach, CA 92646 he AGENCY will deduct 5Qa retention from all prociress payment& The Contractor mere .ibstitLItQ an escirc),vii holder sLI[GtV Of eClLial VaILIG to the retention in accordance with the rcrw isions of the Public Contract Code, Section 10263 The Contractor shall be beneficial omer of the cLIIPAV zand shall receive anv interest thereon 11 L AGENCY hereby affirmatively e1I5Lire3 that minority business enterprises will be afford d ILIII c,ppcirtU IIItV to Submit bids in response to this notice and will not be discrimina-tec, riainst on the basis of race, color, national onain, ancestry ;ex. or rehqion in any con si ratan leadinci to the avard Of contract o bicl shall be considered unless it is prepared on the approved Proposal forms in con ,irmance with the InstrUctonsto Bidders as determined by the AGENCY The bid must be ccnjrnpaniPd by a cerlified check. -:rn-- shier's check, or bidder's bend made Pavable to the G bN CY f C, r an .1IT1 0. Lint no less ss than 1CP�7� If the arn Ci u nt bid. T h e W CC P 'Q 5fLI I bidder *,h al e licensed in acox-clance with provisions of the Business and Professions Code and shall ossr-ssa State Contractor's License Class A at the time of the bid openinci The SLICCeSS II Cr.,ntn;-tct :r and his subr-cntra; cttrs still be reCILIffed tQ PQ1.;$e5$ Mmess licenses fr,m ie AGENCY All extension of unit prices will be subject to jetification by the AGENCY In ase of avariation betvyeen the unit price and the extension, the unit price will aovern based Description. The iDroieG-t consists 1xii-narki of lininq existinq sever pipes based on maintenance histori and vide a inspection The scope of work for the rwoiect in ILICIPS lininq approxiniratr-ly 10,000 lineal feet Qf eiqllt-inch dameteraqed sewer inain line-,: 41n locations in the North area Of the City identified as a oriontv this vear These locationz jop;,Lild benefit frQni lining a5 the existinq pipes are either lined with calCium frQm icirtAind-water seepage throUcih ioiiDe and minor cracks and joints or have joints intrudes -With tree mJoNts from adiacent mature tree species located on riarkriays These depositr- ; .aI n,- rc-A,which Inhibit f1c)w, will be rernQved as Part of the Contract by QQntjract1".)r pricii tc $11111CII e enCiineer's estimate of probable constructon coA for the work included in the basis kv and is $1000,000 e contract shall alloii the Ccmtractor45 workina dav, to oomiDlete the contract ;., AGENCY reserves the right to reject any or all bids, to waive anti irreciularity and tr. Le all bi d 5 under a cl vri se Ili e nt for a maximum period of 60 days 0 R C, ER A t h e Cl TY 0 01.11 N Q'I L of t h e CITY 0 F H U NTI N (.3TQ N BEACH. CALI F 0 RN I A, the J da,, Of Ser-iternber 2014. by Resolution No 2014-69. ttest, Joan L Flynn CITY CLERK OF THE CITY OF HUNTIN(3TON BF-ACH I.LbIl5hond The Hu ntin riton Beach Wave Al IV 9- 16 23 2015 10067284 Oc REGISTER LEGILADIMISING P. 714.7215.6764 F. 714LS47,2724 .. 1VIn t ARF From: Estanislau, Robin[mailto•Robin. EstanislauCJsurfcity-hb.org] Sent: Wednesday, July 01, 2015 2:32 PM To: David Ward Cc: Esparza, Patty Subject: Legal Advertisement - NISB for CC-1506 Hi David, I'm covering for Patty Esparza today, and will be sending over some legal ads with instructions The first Notice Inviting Sealed Bids for the FY 14/15 Sewer Lining Project, CC-1506 (attached), needs to print on 7/09/15, 7/16/15, and 7/23/15 Please email me if you have questions Robin Estanislau, CMC Assistant City Clerk City of Huntington Beach 2000 Main Street Huntington Beach CA 92648 (714) 536-5405 Robin Estanislau@surfcity-hb org 3 City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Joan L. Flynn, City Clerk February 5, 2016 Insituform Technologies, LLC 17988 Edison Ave Chesterfield, MO 63005 RE FY 2014/15 Sewer Lining Project in Various Locations— CC- 1506 Enclosed please find your original bid bond for CC-1506 Sincerely, Joan L Flynn, CMC City Clerk JF pe enclosure Sister Cities Anjo, Japan ♦ Waitakere, New Zealand F- C.� W 7 0 W Cl) a Z 0 O Z �- _ Z Q -J U 00 cso W = Cl) m . Z W Cl) O U �U a r� O N LL Q N N f4 U U •- J � J � w 5 0 O Z J � O c Z � OU J w Q � j O U C Q L i C 0 0 LL d :3 W f0 � d d Z U U H0732 NojoNIIN, w 20 10 , rikbVIB N010VIAnH 40 A lia m, ' 8 �E-wr Stied 17°] _1nr-►-*Ll Y to m J a U = U W W W m Z 0 Z O ° W JO Z U LL P O 0 O N N = HOV38 N019NI1NnH 30 A 110 uv-5-10,% I t l"t I i SECTION C PROPOSAL for the construction of FY 2014/15 SEWER LINING PROJECT from VARIOUS LOCATIONS CC No. 1506 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices The undersigned agrees to complete the work within 45 working days, starting from the date of the Notice to Proceed BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc , and will be guaranteed for a period of sixty days from the bid opening date If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures C-1 SECTION C PROJECT BID SCHEDULE FY 2014/15 SEWER REHABILITATION PROJECT CC-1506 BID ITEMS Item No. Description �`. Quantity �, �_ Unit �_ Unit Cost ,Total Cost (Extension) , 1 Mobilization/Demobilization 1 LS $__15D 00 $ Q�150.oU 2 Furnish Traffic Control 1 LS $ $ 3 Cleaning and preliminary video inspection of 8" sewer main including tree roots and calcium removal 10,855 LF $ 00 $ Z�,1ta.u0 4 Install liner and post video inspection of 8" sewer main 10,855 LF $ 2 . 60 $ Z34 4 (01 40 5 Grind and re -open sewer service lateral 260 EA $ 1100.00 $ "D TOTAL BID AMOUNT (BASIS OF AWARD) 3c�3 Zg - �o TOTAL BID AMOUNT IN WORDS Note tL )(-p All extensions of unit prices will be subject to verification by Owner In case verification is required between the unit price and the extension, the unit price will govern The Owner reserves the right to reject any or all proposals and bid items C-2.1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void Accom anymg this proposal of bid, find a bid bond in the amount off_ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for10 % ", as the case may be) Any standard Surety Bid Bond form is acceptable Bidder shall signify receipt of all Addenda here, if any Addenda No. Date Received Bidder's nature one (1) 13 July 2015 C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor Bid Item(s) Name and Address of Subcontractor State License Number Class Dollar Amount % of Contract rEb rFmp�i.a 7 ooTKw�.'i' Co R?• (11�, idol S• �So� A f Z3 (,11. 7a � p/ O By submission of this proposal, the Bidder certifies 1 That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing 2 That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 7/23/15 , at Chesterfield MO Date City State Ursula J Youngblood , being first duly sworn, deposes and says that he or she is Contracting & Attesting Officer of Insituform Technologies, LLC the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation, that the bid is genuine and not collusive or sham, that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding, that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract, that all statements contained in the bid are true, and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid INSITUFORM TECHNOLOGIES, LLC Name of Bidder d../a 4."bP-d' Signatdfe of Bi er rs6ngblood Contracting & Attesting Officer 17988 Edison Avenue Chesterfield, MO 63005 Address of Bidder C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2014/15 SEWER LINING PROJECT, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein Date 23 July 2015 Chi INSITUFORM TECHNOLOGIES, LLC Contractor Z la a c -- By Ursuld.j Yofingb(oodj Contracting & Attesting Officer Title DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation ❑ Yes U No If the answer is yes, explain the circumstances in the space provided N/A Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract Date 23 July 2015 C-7 INSITUFORM TECHNOLOGIES, LLC Contractor ( 4, a Z C o By Urs J Youngblo _ J Contracting & Attesting Officer Title BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct INSITUFORM TECHNOLOGIES, LLC Bidder Name 17988 Edison Avenue Business Address Chesterfield, MO 63005 City, State Zip ( 636 ) 530-8000 Telephone Number 758411 A State Contractor's License No and Class 01 /26/1999 Original Date Issued 07/31 /2016 Expiration Date The work site was inspected by 0tw.- 6/iu.10�-Go5S of our office on 7 1(P , 2015 The following are persons, firms, and corporations having a principal interest in this proposal David F Morns - Executive VP Kenneth L Young - Senior VP and Treasurer The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements to accordance with the plans and specifications set forth r t INSITUFORM TECHNOLOGIES, LLC Ursula J Youngblood Printed or Typed Signature Subscribed and sworn to before me this 23rdday of July , 201 5 DEBRA K. JASPER Notary Public - Notary Seal STATE OF MISSOURI St Charles County NOTARY PUBLIC l / 1 My Commission Expires: Nov. 17, 2018 Commission # 14969544 NOTARY SEAL C-8 CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT Missouri State of Cx*ldwmu County of St. Louis On 23 July 2015 before me, Debra K. Jasper, Notary Public , ere insert name and title of the officer) personally appeared Ursula J. Youngblood, Contracting & Attesting Officer , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/aloe subscribed to the withm instrument and acknowledged to me that Wshehbvy executed the same in"/her/t1wa authorized capacity(les), and that by)bs/her/tl=)signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct DEBRA�A`SPR WITNESS my hand and official seal Notary Public - Notary Seal STATE OF MISSOURI / 1R— M St. Charles County ( on Expires Nov 17, 2018 Signature of Notary Public Debra K. Jasper, No Pu @m lssion # 14969. 44 ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT Proposal (Title or description of attached document) (Title or description of attached document continued) Number of Pages 12 Document Date 23 July 2015 Insituform Technologies, LLC (Additional inntormation CAPACITY CLAIMED BY THE SIGNER HIndividual (s) x Corporate Officer Contracting and Attesting Officer (Title) Partner(s) Attomey-in-Fact Trustee(s) Other 2008 Version CAPA v12 10 07 800-873-9865 www NotaryClasses corn INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document ne only exception is if a document is to be recorded outside of California In such instances any alternative acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in California (i a cert6ing the authorized capacity of the signer) Please check the document carefully for proper notarial wording and attach this form tf required • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment • Date of notarization must be the date that the signers) personally appeared which must also be the same date the acknowledgment is completed • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public) • Print the name(s) of document signer(s) who personally appear at the time of notarization • indicate the correct singular or plural forms by crossing off incorrect forms (i e he /she/they; is/are) or circling the correct forms Failure to correctly indicate this information may lead to rejection of document recording • The notary seal impression must be clear and photographtcally reproducible Impression must not cover text or lines If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form • Signature of the notary public must match the signature on file with the office of the county clerk •b Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document •b Indicate title or type of attached document, number of pages and date ❖ Indicate the capacity claimed by the signer If the claimed capacity is a corporate officer, indicate the title (i a CEO, CFO, Secretary) • Securely attach this document to the signed document S-4067/GE 9/09 XDP INSITUFORM'TECHNOLOGIES, LLC Assistant Secretary's Certificate, The undersigned,,being the Assistant Secietary, of InsituOm Technologies; LLC, a,Delaware .limitedliabilitycbmpany (the "Company"), `hereby certifiesthat: The"following is A true and correct excerpt from the Limited Liability Company Agreerrrent ,of the Company Appointinent'by'tlie P-re§ident `Tlie pies`ident of the Company may from time to time appoint officers,ofthe Company's opeiaiing divisions, and such contracting and attesting officers of the Company asAe President may deein'pioper, who shall have §uckaa thority, subject to the control of the Board ofManageis, as,the-President may ,fiomrtune to'fime prescribe: The President of the Company'has, pui suanflo the above authority, duly,appoiniednJoann Smith, DebrOaspei; Jana Lause, Ursula Youngblood, Diane Partridge and Whittney Schulte, as Contracting Arid Attesti fig Officers of the Company. Each of the foregoing,have been fully authorized and' empowered_by the;Picsidenf of the Company (i) to certify,and to attest the signatute of any�officer of the `Company, (ii) to enter into andao bind the Company,to perform pipeline rehabilitation activities of the Company and all=matters-related thereto, including the -maintenance of one or more offices and facilities of the Company, (in to; execute and to deliver documents on behalf of the Company, and (iv) to take.such.other action as -is or maysbe necessary and appropriate to_carry out the project , activities,and work of the Company. INVITNESS WHEREOF; I have hereunto aff xed,my name as Assistant Secietary thi"s 5thAay of February; 2015. f,ru fe_c 1 lI. ,,,, r b_l;(i!�!)/ofA glary C' j.uru?ua lnsituforamr Technologies' LLC L, SI'FU FOItNl'rECIP�OlIOGUI S, L,L('. BOARD 01" MANAGERS AND OFFICERS Current as of March 1, 2015 Charles R. Gordon Member, Board of 1lar: rs �DavidA. Martin----�—��.---------------- -- Member, Boars: of i'41ankgrers. David F. Morriss :member, Board of Managers —_,— - Thomas L'. Vossrnan President David F. Morris � Executive Vice President, CliiefAdnii-nistrative-Oficer-and `:ecrefaxy - -! David A. Martin Execut),.Ve Vice President arrd Chief Fijiar).cial Officer Kenneth L. Young Senior Vice President and 'l'reasurer Laura 31: Villa Senior Vice President — Fluman Resources Dawn Landmann Vice President --- Taxation Tani O'Donoghue Assis`_ant Secretary Kent Bartholomew Assistant Secrefal-y Business Address for Officers and Board of Alamg ers: 17988 Edison Avenue Chesterfield, MO 63005 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of {Describe specific work and experience necessary for project. For example, "Sanitary sewer line installation of at least of 1,000 of 8-inch and greater in public right-of-way. Sanitary sewer lift stations of similar size, project work within public streets, an area containing high ground water and pipeline construction in high ground water regions with trench depths of 8-feet to the invert."} Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years 66-e� A -I 17r =b- f. Name and Address of Public Agency Name and Telephone No of Project Manager Contract Amount Type of Work Date Completed Provide additional project description to show similar work 2 Name and Address of Public Agency Name and Telephone No of Project Manager Contract Amount Type of Work Date Completed Provide additional project description to show similar work 3 Name and Address of Public Agency Name and Telephone No of Project Manager Contract Amount Type of Work Date Completed Provide additional project description to show similar work C-9 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years These projects do not have to be under the employment of the bidder of this project Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein 1 zzi: l: /Ark - Name of proposed Project Manager Telephone No of proposed Project Manager Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount 2 SF--- TypeofWork /���—m Date Completed Name of proposed Superintendent Telephone No of proposed Superintendent Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount i Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed C-10 C nCU -tuff s, LL to eetriolog le T rd� eCtto ar co\ d r Ga'�e tPe Pve inert o{ the Pc�edu\oeve( $ Sep E pia P92831 s ��\C. �a\\ \10 a{ety aUaatr Sa\\ sty 140�to�G p0 ro\ogee {o� ove ct�or� 5 M� G e\\- a d Fu\\e Z�8.19 11 �m�e�h or5�b\e 'psf a coma ' aragem rr�rg ar D 1�11 12�8.19 e�.�rs�ty{aragev tesascustOmmaN c\\er"PtMect erce�rPe�\thth�U�oPe. l� arag co\e M \es such as the Pc arc\ud�rg e eXPe�� e`er and each ..P<o)ecX they de\��evab o seNe areas xters�v \\s e*P the ( f�r\sh \r ev esa� 'Ne and \\ a\s us0 \r ehas e tough ages �r start° �r�emP eth Gar ar ��\\ se etc�cs d. Ne � C\yy Ord err. \Adge th a Mar {coin jjcce \s 5 Gares colect m ceede �r the aragem Kr\e and p re d`rgoor hocre ° ensure Kel �e Jed °a Krov�\edg bus�ress Urd Pt°dur MarageV and coop\ar Seth s ace �a\ate t \OS`' rd s° �at�o r�rg I st ec cof� bs a OPe se p\ar e{{�c\ertP co c s o{ sP t and 910 O\yy \o s 3 V\eet � ct�or Pha r�X t° ar y�aragemeh�gh Pc aragemert ce,corstc��ty o{ yhoe 6 e*ecut\QuaVI M s sKa\\s jot Pt and \\ & \\\l P 9p gc°uP��\\ oe� ��\\ \ead th ct lPrase Seth Ne Pco\e cPP Z ra c a\r Rera9�\ t�or OePa�mert Barg@a I of Te�e�tpZ0, \SSY Sev►eOMOcN 2P ub\cc�°cKs 5g0� h �g-a \\�rsd \,Ist 4e< Gii or gcadd1 12?�ec G�ty P 3�p 25 Ir0fY 2 I Cud a ce Maur 4, o{ Gu\ r,\reel,aragel, P Gercorpd pactat` °urt deK, Mrtga,ct PoeO�ar'UGrM \�rcr9 es\sgu ea � o9 Gr acoPabadL cArfRc °ermr�Mam9erGe9ca9acr ,Oare t�acedL dMarFo cPcO Its Goro\'tat GGor, 'BigS�Ph°r GorsuRo\e ryRa Ied ete109 \aats, ro\�scoP cerab or lfocceMacrl �0 feeto{\rsctucc`acr to Jure p�4 2 2�13 \ Pugust 1stNeeK pco\ect status City of North Las Vegas (192135): Project Name City of North Las Vegas Sewer Main Rehabilitation Phase 1 Project contract amount $ 788,775 Client City of North Las Vegas Utilities Department Client Contact Curt Kroeker, Engineering Associate, 1-702-633-2676, kroekerc@cityofnorthlasvegas com Company Role General Contractor My Role Project Manager Project Scope Bypass, Traffic Management, CCTV, cleaning, CIPP lining, Manhole Rehabilitation and Top Hats - 2,550 If of 18" Gravity Sewer Project Status Completed Nov 2013 Duration September to November 2013 Coachella Avenue 62 (200187): Project Name Coachella Avenue 62 Sewer Main Rehabilitation Project contract amount $ 4,206,429 14 End Client Coachella Valley Water District Client CDM Smith (General Contractor) Client Contact Luis Tamanz, Project Manager, CDM Smith, 562-755-0535, tamanzla@cdmsmith com Company Role Sub -Contractor My Role Project Manager Project Scope Traffic Management, CCTV, cleaning, CIPP lining - 10666 If of 33" and 16004 If of 42" sewer rehab, 400 If of 20" Irrigation Line rehab Project Status Nov 2013 to May 2014 City of Phoenix JOC 13 Project Name Project contract amount End Client Client Contact steve fernandez@phoenix gov, Company Role My Role Project Scope 8 to 12" gravity Sewer Project Status 2012/ 2013 PIMA County work orders City of Phoenix JOC 13 $ 829,918 City of Phoenix Steve Fernandez, Project Manager, City of Phoenix, 602-495-0724, JOC contractor Project Manager Traffic Management, CCTV, cleaning, CIPP lining, top hats - 20000 If of Project Name PIMA County work orders Project contract amount $ 1,500,000 End Client PIMA County Client Contact Brian Janski, KE&G project Manager, 1-520-940-8423 Company Role Sub -contractor to KE&G My Role Project Manager Project Scope CIPP lining of 6" to 15' sewers Project Status July 2013 to June 2014 UK role: Area Manager with responsibilities of Estimation, Project Management, Operations Management, Safety, Wetout and CIPP installation of 4 crews generating $15 million in revenue Full Profit and Loss responsibility for UK region /nsituforme Technologies, LLC Raul Ruiz 1400 Orangethorp Ave Fullerton, CA 92831 PROFESSIONAL SKILLS • Direct, coordinate and supervise activities of field operations including subcontractors • Supervise field personnel to complete multitask projects, • Coordinate field operations with general and sub -contractors, municipal inspectors, government agencies, businesses, and residents • Maintain records, compile monthly progress billings, and complete close-out in a timely manner • Manage field costs and time to bring project in under budget • Oversee and implement safety programs to provide a safe working environment for field personnel • Analyze quality,control issues • Oversee resource allocation and use including equipment, materials and labor • Compile and purchase materials and equipment • Engineer new designs for equipment • Obtain required permits • Create, update and apply project schedules to ensure work is completed without conflicts and within allotted contract time • Review project requirements to determine how and when the project will be completed f W4Nj ►T• 03/98 INSITUFORM TECHNOLOGIES, INC. to Present 1400 Orangethorphe Ave Fullerton, CA 92831 Superintendent/General Superintendent. Manage activities including employees, scheduling, safety and equipment Responsible for personnel, accounting, procurement and time keeping Representative projects include • City of Huntington Beach, 39,689' of 8-15" Huntington Harbour Sewer Project, Huntington Beach CA, • City of Thousand Oaks, 6,619' 10-36" — Interceptor CIP Phase 1A-Lining of Units B1,C1, Thousand Oaks, CA • South San Luis Obispo County Sanitation — 650'-12-24"-Storm drain Rehabilitation -South San Luis Obispo County, CA • City of Beverly Hills, CA—106,000 LF 6" -15" Cl PP Sewer 07/96 INSITUFORM TECHNOLOGIES, INC. to 3/98 1400 Orangethorphe Ave Fullerton, CA 92831 Fernando Avila Page 2 Foreman. Responsible for leading crews in Insitutube installations and reinstating service connections Also responsible for TV inspections, direct post -video production, and pipeline analysis CERTIFICATES • First Aid • CPR • Hazwopper 40 • Haz Communication Person • Boiler Operator • Confined Space Entry • Respiratory Safety • Forklift February 1, 2001 Test lkeport No. M00550/40272C Page 2 of 20 RESULTS: The results are summarized in Fable 1 as the percentage retention of flextusl modulus and flexural smength after the one-year immemou Dewed values are presented in Tables 2-7. TESTING SUPERVISED BY: TESTING CONDUCTED BY: TABLE 1 SUMPdARY OF FLEXURAL TEST RESULTS Sam le No. 99-150 1 99-152 (2) 99-i53 (3) 99-151(4) 99-158 99-159 Retention of Properties: FS FM FS FM FS FM FS FM FS FM FS FM Solution Nitric Acid $% 99 82 92 100 84 79 87 79 78 65 99 90 Sulfuric Acid 10% 97 82 90 89 88 85 88 81 90 80 95 89 PhOsPhoric Acid 10% 94 78 93 88 87 87 86 81 89 81 96 89 ASTM Fuel C 105 99 103 95 103 1 104 101 101 105 95 103 101 MinmalOiT 101 96 99 97 101 102 93 98 103 1001 100 100 Detergent 95 77 93 89 83 88 85 78 84 78 92 93 SORP, 95 78 92 86 84 84 88 82 82 77 109 115 Ta Offatei' 1 95 1 85 91 1 90 82 92 88 81 83 77 97 95 FS Flexural Shcngth Retention, % FM ow Flexural Modulus Retention, % February 1, 2001 Test Report No_ M00350140272C Page 18 of 20 TABLE 7 DETAELED FLEXURAL PROPERTIES Specimen No. Sample 99-159 Mwdmum Flexural Sftmgtb Flexural Modulus Value % Retention Value % Retention % % Control 1 7790 409000 2 9020 535000 3 9390 556000 4 9690 537000 5 9390 579000 Ave 8$50 100 523000 100 Std. Dcv. 660 66600 5% Nitric Arid Exposme 11 9650 4660M 12 9410 495000 13 9030 463000 14 9330 516000 15 8180 421000 ; 8720 99 472000 90 Std. Dev. 460 36000 10% Sulfuric Acid osum 21 8410 472000 22 9160 459000 23 8460 469000 24 8420 460000 25 8560 469000 Ave=& 8400 95 466000 89 Std. Dev. 150 6010 10% Phosphoric Acid Fxposum 26 $080 459000 27 -8270 475000 28 8640 477000 29 9220 449000 30 9630 468000 Averts a 9530 96 465000 89 Std. Dev. 280 11900 February 1.2001 Test Report No. M00550/40272C Page 19 of 20 Specimen No. Sam le WI59 l b)dmum Flexural Sftwwth Flexu nd Modulus Value % Retention Value % Mention 96 % ASTM Rid C E 31 9250 532000 32 9970 511000 33 9940 537000 34 9490 524000 35 8780 549000 AMeMm 9090 103 S30000 101 Sid. Dev. 290 14300 MinemlOU Exposwe 36 9240 516000 37 9850 521000 38 8790 526000 39 9300 521000 40 9270 532000 Avcmge 9990 100 523000 100 Std. Dev, 430 6360 O.I%DebCrgMPMoMlM 41 9230 494000 42 8020 477000 43 7700 453000 44 7950 499000 45 9630 516000 Ave 9110 92 486000 93 Std. Dev. 350 23300 0.1% S SWre 46 9580 600000 47 9940 S40000 48 9250 565000 49 9340 673000 50 9970 641000 &YMM 9580 108 604000 115 Std. Dev. 290 54100 February 1, 2001 Test Report No. M00550140272C Page 20 of 20 TABLE 7 CQNTENM Specimen No. Sam 1e 99L159 Maximum Fle=W StmtA Flexural Modulus t Value % Retention value Y" Retention i % i % Top Water sure 51 9520 493000 52 8570 494000 53 9400 473000 54 8590 501000 55 8650 517000 Averam 8550 97 496000 95 Std. Dev. 90 16000 Insituform Technologies, Inc. Client: Hungngten Beach, CA 071211115 Project: FY 2014115 Sewer Lining Project Location: CA COMPOSITE PHYSICAL PROPERTIES tHyawngeabr raptaee4y RESIN Flexural Modulus: 250.000 oa Flexural Slrength: 5.000 e. Flexural Modulus Retention to Account for Long -lean Effects: 50 a Safety ratio- 2 K - enM1ancemern fader 7 v - Poimon's Ratio = 03 (0.3 typitJl for Insdufarm CPP) Soil Density 120 Ibsnl' FIELD INPUT Line Segment Diameter Ersaly Pipe Couldier PD or FD Ovallly . Length 0 calf, raven IT Grourdeate invert 6 Sod Modulus Psi useLoad 8ilvleen Ddgn I . SYeela . RR SepndalD#A01 a FD 2 265 10 7.67 'Goff 16W0 0 3.8 Sewminsiolli 8 FO 2 270 10 7.67 1000 INGO 0 3.8 Segmnt tD#AW 8 FD 2 AD 10 7.67 TWO INGO 0 111 Smugness to 0 Sod 8 FD 2 260 t0 7.67 IOW 16W0 0 3.8 Segnenl GO 9 ADS 8 FD 2 80 10 7.67 low 16M 0 3.8 Segrbll to#AW 1 8 FD 2 274 10 7.67 tw0 INGO a 3.8 Stagnant TO PA07 B FD 2 275 10 TV f000 INGO 0 3.8 Segment lD#Wt 8 FD 2 195 10 7.67 IW0 INGO 0 18 Se,nem To 9802 8 FD 2 204 l0 7.67 1W0 16000 0 3S Segrcnt ID 0 BW 8 FO 2 249 10 T.67 10W 16" 0 3.8 Segnent 10 a B04 8 FD 2 248 10 TV two INN 0 3.8 Segment lD#BITS 8 FD 2 250 t0 7.67 1000 16" 0 18 S'nrare 10 a We 8 FD 2 275 10 7.67 1000 INGO D 3.3 Segoenl ID 8 GOT 8 FD 2 293 10 7.57 1000 16000 0 18 Se'rent TD#BOB 8 FD 2 231 10 747 1W0 INGO 0 3.8 segment 100 BOB 8 FD 2 232 10 7.67 TOW INGO 0 18 segtent to#B10 e Po 2 ml 10 7m Goff INN 0 18 SegmentlDM811 a FD 2 252 10 TV 1W0 16000 a 3.5 Segesed 00812 6 FO 2 315 t0 7.67 toff 16D00 0 3.3 SegmM0#813 8 FD 2 390 10 7.67 IODD 16000 0 3.8 Sagrwa 0a 815 B FD 2 250 10 7.67 low INGO a 3.8 Se~ 0A814 B FD 2 II) 10 7.67 IW0 16W0 0 3A Sagnenl 10 a B17 a FD 2 250 10 7.67 loW I 16W0 0 3.6 Segment 1D#Big a FD 2 266 10I 67 low 16W0 0 3.8 Segmnn ID a B19 B FO 2 W1 1067 Ionic 16000 0 3.8 Segent to 0 Big 8 FD 2 2W 1067 10W 1BOOc a 18 Stagnant lO#en 8 FD 2 2W t067 t00U 16000 0 3.5 Segrcnt IDS 821 8 FD 2 320 1067 low INGO 0 3.8 Segrem lD#an a FD 2 270 10.67 low INN 0 3.5 Signers too Wt B FD 2 366 10.67 toff 16000 0 3.5 S,.rt ID 8 CO2 a FO 2 275 1067 1000 160W 0 37 s'nent lD#CW B FD 2 275 1067 10W INN 0 3.8 Segment to#COW 8 FO 2 275 1067 IDW 16M 0 ].B 8egmnMlos CW 8 FD 2 1" 1067 Toff 16W 0 3A s',ornIo#C06 a FD 2 251 1067 t0W 16000 0 3.8 segmm1 To 0007 8 Po 2 1115 1067 IWo Ifi000 0 3A Segment10 A one a FD 2 1W 1067 IOW INGO 0 3.8 gainers To 9CW 8 FD 2 W 100 tonic INGO 0 3.8 Sagnent lo#C10 8 FO 2 170 le67 10W town 0 31 Segren110#Cl1 B FD 2 N1 1067 1NO INGO 0 3.8 Seg"m To a C15 8 FD 2 Z>5 1067 Ion0 160W 0 3.9 Segment 109 C14 B FO 2 1a3 1067 IWO IWO() 0 3A Segment lD#C13 8 FD 2 93 107 IWO INN 0 3.9 SegsemlD#C12 9 FD 2 275 1067 Goff 16W0 a 18 Segrwmul0#C18 8 Po 2 eT 107 f000 16WO 0 18 S.grsn ID#C17 6 Po 2 IN 100 10W I lewo 1 0 18 O a c 0 O d L Q I Q N N m m ID I m 0 1 » W W O Oi T � (Ji C1 N N N W N 0 O o c 0 O o c m m 3 N m m 3 N vpa o -00 o 0 3 5 m 0 3 m Q m Q W '• m U) -n D .. m cn 2 -n N D C- 3 Z O m O C- C 3 n O N 2 D m I 3 ° n CD D o D < 3' 3 m W Q D m T -1 cn -u T -n cn 'a 3 n CD3 CI iy �. A n W N m Z. O C7 0 m .n. n n m .n. 3 3 o 3 3 o 3 ^ O Ot 91 N 3 3 '-' p t0 N m 7 3 W tC w .ni m (O C,m n CD C C 3 n C C 3 o fD (D N 3- m lD N O OD p N A p N tD C, cn O 0. cD O N A in L- C- 0 Q Q o m m 3 -V p m O m O A -n w P m T N 3 N O O n n IN O 0 c N 0 CD O w v o' a C 0 O N cn N O OD O _ — O n O1 7 fn A 0 V W t0 W G O cn w V O O d 3 W 1 V W cD W N O O Ch fn Cn t0 V V O N DC13-owv 0� fB o v m � 0 o CD A = A N W O m 7 G v CD a 0 A O v o O v 0 m m = m m = 'DOd -VOa) o T T Cn a 00 O O O `� i O n 01 Oi 7 3 O m W N O V co m 1 V (n A S V CD y 3 QOi V S A co A n 0 3 v 0 3 m .0. O1 M O 0 0) `v `v o m m O o 5 v� m .. D m Z D C- Z 00 C- W w n CD- c 3 O m D N 0 c 0 3 CD *i 3 0 A 0 O 3 M (D V O NO O a c 0 0 m_ N O OO m O n m 7 A N � a m 00 00 N V a N w M N O L" V O O O n V 'D 1 r 0 0 v d 3 m -41 co co N V m N w CA N O En V CO O D v v fn v c v c CDv m v D co v to ro c m v m N 0m o N a m N A 0 m CAL •• L O n 0 O Cf O 3 a o o0 j 3 Q o c o ® u+ O A to.. O A (Aw m 0 a o 0 m 3 a v m y II O m to W � N � O n Oo m V A O I O CD O i10 N 0 0 0 m m m m 3 a 3 � 0 o v p m o F rt p m p W C to m m 'ID m CD 0 N 0 m 0 m O O _ ^ O N C A CC N G n m 3 m o W v � v 4 O y �j 0 c.n CO D n C N 0 3 CD -n -n (n m � 1 a N C- C- n v 00 m m 3 2 N tD N -0 N -0 O O m O C" c io my ao � 0 m p 6 O (7 U 0 cn O Z °' 0 N t0 'D S m 0 CD [ice'. s U r cn w In c^ D 3 O � X W 3 to m n 3 0 ;u U) O m m 3 O. m O 7 v 0 m m a a A o p v 0 G 0 w 1 m O 0 v i b fA W i1 a W 07f QI t0 -a m A twO III w W W A CL +1 0 1. V N m U 0 1 � v � � m �I 0� j�N A WI tD I w NjA W A m� V U�-4 VIN ;. m,(A O yl t_ C- n vv0 m m 3 n C y 0 m n _n N 0 U pa o. m 0 � A N C)A D a 0 A v n M D 3 A O U > w > w v w m D CD � m CD -0D 0) v� v Q< Er Er , a m o m 0 s a a a W- 0 N M N `. m s N m m a too a m o o N o °6to °ao °ao 3 j D 0 3 (A- a 0 0 3 a !e w® m N (� C n o m G O T = N 3 n w -0 3 O c n ccn 0 O (n ® N K O w cn N ti, .m. to 3 -' (D O n o 7 c a o 3 m e Ft CD N m �_ w n d w D C7 ET N O W M O O �_ m C. . N 3 y C y CL CD S O � n O CDn 7 O O i O O c T O S fA d co<• CD !^ w fD g m a m m m cn 3 G Z o X W o. a o o W o o CL F 2: N 3 O (D - 6D n O N i m 0 M N jO O � Ci C> O D o c o v o c O O o c m m= N m m 3 N m m 7 N -0 p d o a p v 0 p m o 3 0 f° 3 vm 3 00 7 oCD (A'niT n n CD 0 7 co (n w `� n O W O cn n m coSU N mC T 300 -1 mw T� NO �^cn T a CD N T � f'< CO a OmuC os C. nmw n DfDDmwo 3i (AW n '� S O cn � 0. p N m to N 0 3 r n 0 am 7 n O D cD O M 3= D D A m in to m o N N O < N N Q O m O N O. a n n U) O < O j 7 m 7 O <D N n 2 N 0. a T T (/) T T T (a 'p T T M T 3 (Ni m O CD Z, A 7 cNi m O �. ID 7 n A O (D Z N o o 0 000 w 00MO 0- .�+ ^' O O D) O m y N 7 3 .ni .ne t0 .n. .n+ m (D.ni. - O D] <a < < m << m DI D! � o C C 3< C C < O O N N W O N O (D O N O j v V O O O A OAD 4St fAD N a 00 O O co a A in 7 O O O 7 C. S O i C. O O p cn O p A � J cn 20 VJ V 0 O 0 rF A C n• OJ O T N ti O I O O O 0 c m m 7 N v 0 d o ! _ m v � -n w n i o c m w 0 Z 0 3 0 0 0V o`r+ n 3 N D ID 0 0 (i O V N w 3 n 0 O D n N Ol - A O f n m m x 3 Cm'o a�,z o 000 �. A 3 0 3 0 ID N O) 3 3 w M = ED d d 0 0 fD W y S ID G) N N N � O O O 0 CDO Go o O ,r D O o co) v - a o m a C m cIDi 0 0 o W c m n rn Cn (D 0 N O W 3 a O ID rp 'D Q 0 . 0 Cl U .+ N O O w O O) n C ID 0 O w n mmoi`� 0 ® V o ID O ID W CD 9)rmm m al W D W m N a W n cn D co m 0 0 m w Ifl D O 2 'v cn v 0a o` o v ID m O a 0 O® O n ` s s 3 O N ID cr (') O ._. O O s O N y N .. a O up o r ID X ID S ID 6 Si O 3 T 0 W L L n O O O m m = 0 'n ' m 0 0 o ID 000, 0 0 3 o ID N CI 7 :3 w a 7 too < < 0 O 0 0 O m ® y C1 O: i m i N L V w /D Go V cn o W i r 0 c T t0 V 0 O rh ci A C'> Si O CD v O i T O Q C K 1 �i H i N i O O W O O i to 3 Q m a O O i A n T D O i N W N O -+ U t0 A 0 i A A O W O O w 3 W m 1 C1 W O O CD _i _i N w N m A A co O .91 W O W C -a U) 0 W c «i m m O cr tO 0 N U1 to � W n W O m W N M C. _r Q W ;u W S m ZT O 7 S m m A 0 0 O W L L. 0 000 m m = v O m O 3e0i O W .. 0 w OO m Tm �C t'o n_ t0 0 0o D o w co O CDT 0 G 0 3 (D 0 n 7 O � O m m m n D Q m a w 0 T -n co) W n CD O — W —. W o o o 7 7 0 O m pl Ol 7 � K O m m < < t1 W C C 0 Ci W W tp S m N -4 A x tJ1 W W A i O Q1 V Q N N Q N T In i D a) c v to v a a ;' 3 K+ o C O c W m A 0 w c> 0 m 3 CD 0 " a Q ' to 0 a o s m n N w_ O m 0 i O N to N tp 3 X Q O W m < � m -n m { =. m N ? m O O O ul CT < T m O 1 CQ O y a 3 r� O >r n m m m O W 3 X N =_ 7 -n { 0 0 O m m 3 v O m O. 3 O+ O W twi � m O q 'O O O O 0 0 O 0 3 7 N C = m t7 ip O N 3 0 21 0 c N O 3 W Co c i a w .. m A 0 V to -la N O m W CA 7 A G 0 W 0 0 tD W C t4 Cl) V O 3 it m W v o3i t7 Z o W 0 0 o W 3 5 o •Z 0 m ni ni ( m < < [W1 W c c 0 < W W ar O C w A S N N 3 W Q� S N O A CA Ll OLA n m 0 3 W (n = to n r 7 C. C. in o co ° co CA Q c m � n s 3 C. c D D 0 m < Q wca W N n o D cn A n m WN p3j 0 oo0, �+ 3 7 o O d N = 3 (D f0 < G W C C 0 o W N N S •- m A A rn o 0 cn Q O D ao �cnv cn v c Q 3 W° m° m <0 c W 0 0 m " 0 m m 0 w O W O m w O n v N CD G W O w m W O W O N m S Q m - C y O A� 3 0 c m W � 0 c w 0 3 m a) n o o m W o co W W [D A 0 I m o D com CD m — G A V n A D Ot cn LIZ L- C- n vvo m m 3 O d O. _ vW W N _n !' o m a O a o n = O (A 3 C tll Cf C 0 O 7 m P 3 c Q n m 0 3 (D N r w o 0 co Q m a m n w n w A o 3 � cn )r W a A O n C Q O A (A = o n O O 3 a m 3 3 n N Z O a1 n rol jo rF O m 13 O Oki >cocn"V�'V m,� �$%0C/ 7C o'- °Rom JIto cS07 £aSU, ƒ�REm o {C� ` k\ 0 �a JI A o /0 §0 §[ �C J kk\ / { ; �E§\ aƒN3S CD Cn 4 n /0 s 0 °§/2Go -n -nm= \J\ƒ 2 2 2 ; o ] o§] \ CD 0 ; K (( 9 03 �0 13 c" (A E (i) E \ \ � e § � sp E § § a����� nE0&g0 ( � 3 0 m &0■"" o•;e0 2 ' E � « o roncn �eESE-4 0 cn CL o 3 / k k � to § CD Cn \ I 2 } q am�g J � CD 0 �/\0 §aƒ% cis 2CDca -nmco) a k ( f 00 ƒ £ »a) -u -am-o � � m � g • =a.. /\ %0k m — / % CD \� ƒCL / § 7 % � k i S ƒƒ«ƒ CD D 0 CD o ■ J J S ; i}{\ ¢/]J C, C) �§ k CL co CM ® L 0 � � 0 10 c � 0 ■ O � a D Q7 C X v U) CL m N m m w o c, 0 3 o co c 3 , o W .. a 9 o n Cl 7 E N Q. 0 o D m 3 < CD co O 3 N t C o ad W 0 = z- o m 7112 O cn N CD O =, !J A V v 0 z 0 0 000 c m m 7 ch v p m o .2• 3 O v m w ' n .. w� cn 3 Go= c w 3 < 7 y < O N CD d_ C < W o _— V < 7 n � D m n c < A co W o y O m D n w V O -n -9 (R v Cf fD 3 n n A CDPf 3 3 (7 � CD O m p1 Ol 3 � 3 CO W N w 71 C C 7 n N S .. y A A 00 co y F A V O m o a p Cr a CD N N n c m 0 3 m O C W A 0 C. F N F A m A L O O Co OWD o O 61 c D cm 3. A O m vz � O w w W N CD N Nn Z C O O 7 o O N K m O 01 W K � O m N N S a O F N N W O � y N G rn a cn N 74, D oo v v Cl) T o a o a o C v n W 4) a O �? m A O 3 N Q O N N O C =o m O to O CO 3 y a 0 0) d CD W N FW O V m U) w r 3 U2 f0 T O 0 C) n O c 3 w � o .. m T T CO) T N /D CD 0 0 o 3 •* o o O � n N iV •' � c c C) fD tD w S .. y W V N O CD F O 4 � O N p A N a a YZ L t- oo m m T O °• 3 v� W w m n CD 3 m O 3 a0 0 � 06 0 3 a);qv(nv a 3o m o m Q m a twi to A m O tD N O N S O Q1 7 V n N m A 3 a m 0 S a 00 O n' m r K m 7 Z m O m A 7 V -' A m w F r 7 m 0 C) o c 3 w d 0 � 3 .. to to p -i CD w 3 tD " o v 3 N D = o U m A w ao r 0 t4 j D m w V T T co) T w 0 0 � w 3 o 3 •* p N O+ M = to 0 ! C) O fl/ Cl ^ C C 0 o m t0 w S .. y 1 W 7C' O O rn (" A p L i V C cn O O O c m m 3 w T O m O 3 D m N co to2 D o w c u)Z =°C-rn0 Za w° �Co C_ w <D U w m coto 3 n t ) in m � to a D 0 T o O d D p o 0 CD -w D -+ M W"D O U) m lD so w T S O1 CA CD L -n y m T .ZI W to 0 0 IA 0 o 0 n'i or 3 � to CD ID m w S i 1 1 N 7C O O Go W V p m1 a 1 a Cn tr uJ A t0 4 MIL1 V o' Q c R O o, fli A co O 0 N m 3 i Q m m m O O n v w w N ON O O O of m 3 m'I, W IW O, in w m m I O O of D m W W v 0 m .".amc3 m o 3 0 cy 0 c m w a0 m m 7 O � Vn 3 m m 3 Q m Q v < CD� n 3 aD m O m to U) m Dm < 3 CD d 0 N 3 CD (fl m (n N m 3 a� D CD m L L Ci m m 3 0 c a 3 Cl _T T CA 3 w (D O CCD, o 0 O O m 3 3 o O 97 O1 3 3 to < < C-) m c c 0 o CA m Oo A N A 00 G CD Q a i o. D �_ ;a v N a "Q1> c m c m m m a p n m m = 0 A c 3 r c O 3 m m 0 o 7 N Q 0 CD m ' m 3 ;Q m y 7 m N m 3 O W IVCD O N V CA f CD o' m 0 m Q D (D 3 c CD C- 0 n n mm 3 !A 0 v O m o 3 m � v m � C, m 3 3 ..r ;0* 7 m .1 ? C dN 0 0 O 0 m ,0,. o iD w D Q c' U) Q c 3 rF _ r n V n 0 N " 3 co N 3 r m m T 'n Cn N 0 2 p' m CD m o C) 3 o 0/ CI 3 3 m m 0 <<tmi m w C C 3 (1 W m m tl1 7 .a m to N N O N N N N � O m m Q, 00 00 Q cn Da) vtov 0 a -0 0 0 m m O w o 0 0 0 `° 3 0 o W m 0 0 C ao :39 h C W O tl/ 0 V C O cT N O� O e7+ O v ? oa O m N W -M N A c co J N i O O K O m O W h m m m � N 3 3 CD O C. r 0 o a h c � N 3 r w w w W h h v v o c A m m a v p m o 2. = o m p CD .. D chi h cn d o m CL m m 7 3 O co to N H m 3 h m� N N CA m W IDD W ^� o O m cAic co CDa v, so W 3 m cc O j CD V p m Ov 3 3 4 O O O S7 t � v 0 v m V N N 01 Q M N cr N N A N In T N O O ai m h 1 Dm_3vCl) v 01 v v w c0 0i n o 0 co m a 0 a N d a n Co O c. m a' CDdl N 3 O o' h n O o c W m = O_ aoizi to 3 W 3 o m h m v �a m � CD C 0) � M 3 Qm D, 3 O. O 660 c m m 3 fD v p 0 o o 3 .. m p m •'• cn N ep , m m . 11 (p 1 o to D! o0 3 m 3 SI m U 3 O 3 3 0 o, o 0 A O cp 3 4 < D O O O D m m Dn O p N m CD co O CD t v w n -n W m v hei^ P. 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(n O_ 9 T_ -n to 'O 3 M R O d R Z V L" -4 a ,+ °o N a U) E co V v v 0 a C 0 0 m w w Dcogvcnv " a m0 '0 c 0 00 m =N m 0 �- < •• a a'm 3 C O n m m CL co p d CD N Oa p m 3 O m O. 001 < 0 O p_ _ a C cn m =_ 3 3 a 0 m 3 N d S CD C- L- n m m 7 v O m vm m m� N C0 m a N n O 3 N 0. e D 0 7 m " m a 0 D T T w T = d m d co z �. 0 3 0 m 0 3 ^ O d y N 7 3 O m m yd C c 0 0 m m N =r to co O O 7C O p V V { o C. O 00 a o. DCovvcnv c 0 m Z N 3 m 9 "• o' m 0 a G G m n Oi O O CD.1,nm 0 m a v m d 77 W p N m w N 0 0 3 v 3 'O 0 m O 3 L L 0 vvo m m 7 n -0 D 0 N 0 3 m ro oZ c a C r n o D r p O 4, Q m o n En D o. 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(Name, legal status and address) INSITUFORM TECHNOLOGIES, LLC 17988 Edison Avenue Chesterfield, MO 63005 OWNER (Name, legal status and address) Cityy Of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 BOND AMOUNT. Ten Percent of the Amount Bid Bid Bond SURETY. (Name, legal status and principal place of business) Travelers Casualty And Surety Company Of America One Tower Square Hartford, CT 06183 Mail Notices To. Travelers Affn Inez Meyerholz — Bond Claims One Tower Square 2S1A Hartford, CT 06183 dollars ($10% of Amount Bid) PROJECT. FY 2014115 Sewer Lining Project in Various Locations, CC No 1506 (Name, location or address, and Project number, tf any) This document has Important legal consequences Consultation with an attorney is encouraged with respect to its completion or modification Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (I) enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond Signed and sealed this 23rd day of July, 2015. ( itne s) v V lJ�/�Jl itness) Amanda L. Wi liams, Witness INSITUFORM T CHNOLOGIE LL % ) (Pnnal Pa) . L anS LL/ A lwncWev , (sea) (Title)Ursula ._Yours b1ciQ#, C_of11ractkng Attesting Icer Travelers Cana& And Surety Company Of America (Surety) (Seal) (Title) Debra A. Woodard, Attorney-In-F ct Init AIA Document A310T — 2010 Copyright @1963, 1970 and 2010 by The American Institute of Architects All rights reserved WARNING Ths AIA Document is protected by U S Copyright Law and International Treaties Unauthorized reproduction or distribution of this AIA Document or any portion of it may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law Purchasers are permitted to reproduce ten (10) copies of this document when completed To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyriaht@aia oro 061110 State of Missouri County of St. Louis On 7/23/2015, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Debra A. Woodard known to me to be Attorney -in - Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in tlus certificate above aaffA W&A& Amanda L Williams, Notary Public AMANDA L WILLIAMS Notary Public - Notary Seal STATE OF MISSOURI St Louis County My Commission Expires July 24, 2017 Commission # 13507257 My Commission Expires. CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of tdifurmmuMissouri County of St Lows On July 23, 2015 before me, Amanda L. Williams, Notary Public (Here insert name and tide of the officer) personally appeared Debra A Woodard, Attorney -in -Fact who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same In his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. amcw0a A W S nature of o Pubhe d�rlanda �. Williams, Notary Public AMANDA L WILLIAMS Notary Public - Notary Seal STATE OF MISSOURI St Louis County My Commission Expires: July 24, 2017 (Notary leap Commission # 13507257 ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT Bid Bond (Title or description of attached document) (Title or description of attached document continued) Number of Pages 1 Document Date 7/23/15 Travelers Casualty and Surety Company of America (Additional information) CAPACITY CLAIMED BY THE SIGNER ❑ Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) 0 Attomey-tit-Fact ❑ Trustee(s) ❑ Other INSTRUCTIONS FOR COMPLETING THIS FORM Any a4mowledgment completed tit California must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document The only exception is rf a document is to be recorded outside of California hr such instances, any alternative acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is dlega/ for a notary in California ((i a certifying the author+=ed capacity of the signer) Please check the document careftdly for proper notarial woi ding and attach this form ifrequired • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public) • Print the name(s) of document signers) who personally appear at the time of notarization • Indicate the correct singular or plural forms by crossing off incorrect forms (i e WsheAhe3- is /are ) or circling the correct forms Failure to correctly indicate this information may lead to rejection of document recording • The notary seal impression must be clear and photographically reproducible Impression must not cover teat or lines if seal impression smudges re -seal if a sufficient area permits, otherwise complete a different acknowledgment form • Signature of the notary public must match the signature on file with the office of the county clerk . Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document Indicate title or type of attached document, number of pages and date Indicate the capacity claimed by the signer if the claimed capacity is a corporate officer, indcate the title (i c CEO, CFO, Secretary) • Securely attach this document to the signed document 2008 Version CAPA v12 10 07 800-873-9865 w%vw NotaryClasses com CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT ri State of CxMissouR County of St. Louis On 23 July 2015 before me, Debra K. Jasper, Notary Public , ere insert name and title of the officer) personally appeared Ursula J. Youngblood, Contracting & Attesting Officer , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/sae subscribed to the within instrument and acknowledged to me that Wshe/tky executed the same in"/her/tl = authorized capacity(ies), and that by)bs/her/tl=xignature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. DEBRA K. JASPER Notary Public - Notary Seal WITNESS my hand and official seal STATE OF MISSOURI St Charles County / My Commission Expires Nov. 17, 2018 ritani remission # 14969544 Signature of Notary Public Debra K. Jasper, Nota c ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT Bid Bond (Title or description of attached document) (Title or description of attached document continued) Number of Pages 1 Document Date 23 July 2015 Insituform Technologies, LLC (Additional information) CAPACITY CLAIMED BY THE SIGNER Individual (s) x Corporate Officer Contracting and Attesting Officer (Title) Partner(s) Attomey-in-Fact Trustee(s) Other 2008 Version CAPA v12 10 07 800-873-9865 www NotaryClasses rout INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document The only exception a if a document is to be recorded outside ofCalifornia In such instances any alternative acknowledgment verbiage as may be printed on such a document so long ar the verbiage does not require the notary to do something that is illegal for a notary in California (i a certifying the authorized capacity of the signer) Please check the document carefully for proper notarial wording and attach this form if required • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment • Date of notarvahon must be the date that the signers) personally appeared which must also be the same date the acknowledgment is completed • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public) • Print the name(s) of document signers) who personally appear at the time of notarization • Indicate the correct singular or plural forma by crossing off incorrect forms (i e he /she/t , rs/are) or circling the correct forms Failure to correctly indicate this informabon may lead to rgecbon of document recording • The notary seal impression must be clear and photographically reproducible Impression must not cover text or Imes If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form • Signature of the notary public must match the signature on file with the office of the county clerk ti Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document v Indicate title or type of attached document, number of pages and date ti Indicate the capacity claimed by the signer If the claimed capacity is a corporate officer, indicate the title (i a CEO, CFO, Secretary) • Securely attach this document to the signed document S-4067/GE 9/09 XDP WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER A"k POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc Travelers Casualty and Surety Company of America St Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No 229369 Certificate No 006368695 KNOW ALL MEN BY THESE PRESENTS That Farmington Casualty Company, St Paul Fire and Marine Insurance Company, St Paul Guardian Insurance Company, St Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc , is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Andrew P Thome Dana A Dragoy, Peter J Mohs, Debra A Woodard, Barbara Buchhold, Michael D Wiedemeier, and Amanda L Williams of the City of Chesterfield , State of Missouri , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pemutted in any actions or proceedings allowed by law 0 IN WITNESS WHEREOF, the Compan es have caused this instrument to be signed and theircorporateseals to be hereto affixed, this day of May 2�15 , Farmington Casualty Company Fidelity and Guaranty Insurance Companyy Fidelity and Guaranty Insurance Underwriters, Inc St Paul Fire and Marine Insurance Company St Paul Guardian Insurance Company 14th St Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company C,,SU,� FIRE 6 *N �� iM,p 1NSU 1141,0 982�� O ��iArED �� �i$ l� CORPOR�)F�m ,,,�`cpPPVRAl(.�P' G� 94i iuCON d NARtFCR0. < 1696 � Dr ' 1951 SEAL,o,' o 'JS SEAL to cons +s . AM�r Ir" State of Connecticut City of Hartford ss By Robert L Raney, enior Vice President On this the 14th day of May 2015 before me personally appeared Robert L Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc , St Paul Fire and Marine Insurance Company, St Paul Guardian Insurance Company, St Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer G•TET In Witness Whereof, I hereunto set my hand and official seal W w" c • V My Commission expires the 30th day of June, 2016 �j0G * Mane C Tetreault, Notary Public 58440-8-12 Printed in U S A WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Joan L. Flynn, City Clerk February 5, 2016 Sancon Technologies, Inc 5841 Engineer Dr Huntington Beach, CA 92649 RE FY 2014/15 Sewer Lining Project in Various Locations— CC- 1506 Enclosed please find your original bid bond for CC-1506 Sincerely, Joan L Flynn, CMC City Clerk JF pe Enclosure Sister Cities Anjo, Japan 4 Waitakere, New Zealand I � T . 4 I� I I to i �1` purl - i,' N `, L U CQ � O N CI] c— � O O N O C � C � 2 ~ x LL > L U U PROPOSAL for the construction of FY 2014/15 SEWER LINING PROJECT from VARIOUS LOCATIONS CC No. 1506 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices The undersigned agrees to complete the work within 45 working days, starting from the date of the Notice to Proceed BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc , and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void Accompanying this proposal of bid, find in the amount of 6 D ' o which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for_% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any. Addenda No. Date Received Bidd ' re C-2 City of Huntington Beach Public Works Department 2000 Main Street Tel (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE for FY 2014/15 SEWER LINING PROJECT C.C. No. 1506 July 13, 2015 Notice To All Bidders Please note the following clarification to the Project Plans, Specifications, and Special Provisions Revised Item Bid Due Date on the cover and on Page A-1 from "Tuesday, July 28, 2015" to "Thursday, July 23, 2015" 2 The bids are due to the City Clerk up to the hour of 10 00 AM on Thursday, July 23, 2015 This is to acknowledge receipt and review of Addendum Number One, date 3, 2015. Z --- AticoN 16CRXV 6165, /NG. Company Name 7/i3 Date By All bidders must acknowledge the receipt of this Addendum with your bid proposal Should you have any questions regarding this Addendum, please call Joseph Fuentes at (714) 536- 5431 SECTION C PROJECT BID SCHEDULE F'Y 2014/15 SEWER REHABILITATION PROJECT CC-1506 BIID ITEMS Item No. Description Quantity Unit Unit Cost Total Cost (Extension) 1 Mobilization/Demobilization 1 LS $ S,WO $ 2 Furnish Traffic Control 1 LS $ I,')00 $ 3 Cleaning and preliminary video inspection of 8" sewer main including tree roots and calcium removal 10,855 LF $ 1 0 3S$ $ ' 4 Install liner and post video inspection of 8" sewer main 10,855 LF $ Z f. y S $ 212,631 7S 5 Grind and re -open sewer service lateral 260 EA $ SD $ f3,00,0 TOTAL BID AMOUNT (BASIS OF AWARD) $ Z�3 �� `{--7 TOTAL BID AMOUNT IN WORDS 'rv�o t�k1 "UTzEb S xTK - HR£E , 010 E NuN D'R£b N NE.TY - Kla- bo A,Nvzo Sgv&iTy _F(vE CErTS Note All extensions of unit prices will be subject to verification by Owner In case verification Is required between the unit price and the extension, the unit price will govern The Owner reserves the right to reject any or all proposals and bid Items C-2.1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of Subcontractor State Class Dollar % of Item(s) License Amount Contract Number By submission of this proposal, the Bidder certifies- 1 That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing 2 That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project C-3 NONCOILILUSION AFFIDAVIT TO BE ]EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the §tate of California that the foregoing is true and correct and that this declaration is executed on 2 ?- 1S, at PNwnN&TaN 'g&ym CA Date City State C4tkck l?nys-OA s , being first duly sworn, deposes and says that he or she is Es,Q� of fer-w0-M Lo G I es , (� the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid SAncon 1 ec'nnofo4ie Name of Bidder 0"�Z'-9D Signature of Bidder S ra c4' Or C(ZG'19 Address oTBidder C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen. The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the >FY 2014/15 SEWER LINING PROJECT, (I)(we)(1t) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved " The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal -OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Date , 22 lS an c on echrz l of i is Contractor Gv4a By Title C-5 MSQUALIFICAT> N QU ES'I<'I ONNAM E In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? D Yes -A No If the answer is yes, explain the circumstances in the space provided. N/A Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire C-6 COMPENSATION ENSATION INSURANCE cCIERTIII CAT E Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Date: -rZ? j S C-7 .Sancon \ &A t%6lo9 i es Contractor By �t�gS1 Dire"' Title BIDDERS INFORMATION ION BIDDER certifies that the following information is true and correct �gOco,-J Cc r+ No Lc>G I CS . I ri c Bidder Name 5%LAI eDC, Business Address &ALA cyR CA 164 q City, V State Zip Q Telephone Number 7iy�ss A C 91 State Contractor's License No. and Class 1 1 ZSIZooa Original Date Issued 112/17,016 Expiration Date The work site was inspected by Not Srra� a4oa of our office on 7 by , 2015:. The following are persons, firms, and corporations having a principal interest in this proposal. S^)Jfopj iCCK"OLOGIES., (toc c-I—, tLC- c t'/F`Z�a �'RES I DEN T The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Signature of Bidder C'rw e^c. ram- �n,S o,J S Printed or Typed Signature C. V=ARRA Subscribed and sworn to before me this day of 2015. y� f' = Commiesiai No. 1996629 ' + IFORNiA NOTARY,P110L1�'iCAI My COM Egfk�a OETOBER 30 201, 5 NOTARY PUBLIC NOTARY SEAL C-8 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of {Describe specific work and experience necessary for project. For example, "Sanitary sewer line installation of at least of 1,000 of 8-inch and greater in public right -of way Sanitary sewer lift stations of similar size, project work within public streets, an area containing high ground water and pipeline construction in high ground water regions with trench depths of 8-feet to the invert."}. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1 C(TY ac �I YmESS 52,75 NAPig 4E Cgncss , CA G10630 Name and Address of Public Agency Name and Telephone No. of Project Manager: DARED JV\OFS 71 `i - 22q _ 4-66i � ZO 10 62,7 . oy C tom' 0 9 760 Ng �L. 2O16 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 11 - S" Y. 1, b12 " C 1TIP Ca� C iytvn , c Y� ► ( C1(uti f � n 4 �-- MN 7-Ct(as 2 l I'rY o F Vk%wgnpGIpO �N 2000 hAtP I�r l�u� c�N c��N `�F1�c�►+, (A Name and Address of Public Agency Name and Telephone No. of Project Manager: e (Dew6 UER-DJ E 71 y - 37 S - 84-7 lfvg� ZV . Sq Cl PP � ?ate R405PAM 9Jov 20 / Y Contract Amount Type of Work Date Completed Provide additional project description to show similar work. $' Y. rj,I(o6' /a"x 1,23S' C(?1' 0 1{�t�Y CALOurrl `)r-?MtTS 3. CitY of- '&fNA I?"A4t1G- �(0So 'U'CP.CA TJt,\)D '&wA?tAVX-, CA `Iao22 Name and Address of Public Agency Name and Telephone No. of Project Manager: �;LAaC%%co TY- -%2 - 3657 0 5121315. 00 C MP sev i 7-0/� Contract Amount Type of Work Date Completed Provide additional project description to show similar work b",( y,y63' ; t"x 60-736' (�" x 2,1s� (S" x 8oS' Ct l'' X ,4 UAyY CAtX4%AK\ C-9 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. W i u. JE�RO Name of proposed Project Manager Telephone No. of proposed Project Manager: IN — 981- ( 6q 16e" 2,4 (- 13q FY �3I►� 5&0E7, 1Z ka Cip? S4t to" Project ,Name & Contract Amount Type of Work 0 i?v. 2 Date Completed 5eoem 4+ AB AT VAuz-s Loc wjs GI t'S' S.. aP�k Project Name & Contract Amount Type of Work Date Completed �S-NE6DE.D slw�'�ACL`d �6,►�6R (JNIN(� CIn� �, �, f� .,NL-i ZuIS Project Name & Contract Amount Type of Work Date Completed 2. 7:s;tIN M rrzt�3ER Name of proposed Superintendent Telephone No. of proposed Superintendent. IN - 31(o - ` & S q IA2ol,-IV0.9C ?1 a,,� 1, t2�so ��� -A-cxkeT `ReVkiI G PA I v� 2y f 30, 361VIA94M ?P S Project Name & Contract Amount Type of Work Date Completed $ (36,0t6-CV '?Aws UBRsyES ' EWT). 1 MPuOV6--IeNTS C 1 P? 13" MA,( 7-0 m Project Name & Contract Amount Type of Work Date Completed l3/I'i SEuJERZI EHAB CIVi e" fiO NoQ 7O/e ame & Contract Amount Type of Work Date Completed C-10 CONTRACTOR REGISTRATION ION Wf T H[ CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DffR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20, 2014, established a new public works Contractor Registration Program, which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations (DIR). Currently the annual non-refundable registration fee for Contractors is $300 Each contractor to whom a public works contract has been awarded shall sign the following certificate DIR FACT SHEET on SB 854 http //www.dir ca.gov/DLSE/PubllcWorks/SB854FactSheet-6 30.14.pdf DIR's Contractor Registration Link — Call (844) 522-6734 https.Hefiling.dir.ca. gov/PWCR/ActionServlet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database. https•//efiling.dir.ca gov/PWCR/Search action I am aware and will comply with the provisions of Labor Code Section 1771.1(a) which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725 5 It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103 5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid, or no later than contract award date Date. 'LZ rS C-11 S ahCOr 1 eC6)010g j e5 Contractor QT. By Title CIPP Corporation Pipe Wall Thickness Design ASTM F1216.07b - FULLY DETERIORATED GRAVITY FLOW Using the Marston Formula and the Boussinesq Formula Copyright October 3 2001 PEC Inc, Helena Montana PROJECT City of Huntington Beach 2014 15 Sewer Lining Project 8 Inch CIPP Calculations Dead Load (WJ = (Cd)(WXB.)(Bd) Cd= loading coefficient = 1 e^[(2)(ku)(H)/(Bd)] (2)(ku') H = Height of soil above crown of pipe (ff) = 10 feet Bd = Trench width (ft) = 0 87 feet ku = Negative settlement ratio product = 013 W = Soil Density (Ii = 120 Wit' B� = Diameter of Pipe (in) = 8 inches Cd= 3768 Dead Load (W.) = 201 0 Ib/ft Live Load (W.) = (C,)(P)(Fut- W. = Live Load on Conduit (40 C. = Live Load Coefficient = 001 P = Wheel Load (lb) = 18 000 pounds F = Impact Factor 1 0 see table L = Effective Length (assume 3) 3 Live Load (W.) = 533 Load (Wr, = W�+W.) = �blftTotal 2543 blft External Pressure on Pipe q. = External Pressure on Pipe = (Y,„)(H,„) + (i+ W./O W. = Vertical Soil Load = (YJ(H)(D)/144 = 5 56 pounds Y,„ = Specific Weight of Water (I1 = 00361 lb/in' Hw = Height of Water above top of pipe (ft) = 7 0 feet Rw = Water Buoyancy Factor = 1 (0 33)(1 = 077 Y. = Soil Density (11= 120 Ib/ft' External Pressure on Pipe (qa) = 10 Ibhn2 Thickness Required for Buckling Pressure q.=(1/n)*[(32)(R.)(B')(E')(EI)(C)/D'](v2) El = Pipe Wall Stiffness Factor = (EJ(t')/12 I = [(D')((q: M)21 / [32'(R.)(B)(E)(EJ(C)1 t = (0 721) (D) [(q: M' / (R.)(B)(E)(EJ(C)]r `1 N = Safety Factor = O = Oval Deformation C = Ovality Factor = ((1-O)/(1+0)21' 0 836 R„. = Water Buoyance Factor = 077 B = Coefficient of elastic support = 1/[l+(4)(e^( 065H))] = 0 324 EL = Long -Term Modulus of Elasticity = 150,000 psi E' = Modulus of Sod Reaction (psi) = 1,000 psi Minimum Wall Thickness (t) = 0 135 inches Recommended Wall Thickness (t) = 0 177 inches Check Proposed Thickness for Allowable Deflection of Flexible Pipe y = [(D1)(K)(W.+W.)(r')]/[EI + (0 061)(E')(r")l r = (D/2) Si E l= Ei Wr,r=W�+W. y=[D1)(K)(Wt.)ylE1/(15)(SDR)+(0081)(E')] [Marston s formula, trench condition flexible pipe Equation 9 5 G S S O C, p 171] [Ku = 0 13 ditch condition 0 19 projection condition] [W use 120 to 125li if no data available] [Boussinesq s Formula integrated by Holl ] [GSSDC] [GSSDC] Hi hwa s Fill Ht Impact Factor 0 1 13 1-2 12 2' - 3' 1 1 over 3' 10 [Hydraulic, Soil, and Live Load Pressures] Railroads Fill Ht I Impact Factor 0' cover 14 10' cover 10 (Prorate for fill 0 to 10 ) (GSSDC Gravity Sanitary Sewer Design and Construction ASCE Manuals and Reports on Engineering Practice No 60 WPCF Manual of Practice No FD-5, Copyright 1982) IF P P AWWA Standard for Fiberglass Pressure Pipe American National Std ANSI/AWWA C950 88 Copyright 1989) [ ASTM F1216 07b eqn X1 3 Fully Deteriorated Gravity Pipe Conditions] [Sets Marston load equal to buckling strength of constrained flexible pipe, using modified Timoshenko, factored for ovality buoyancy and elasticity and assuming noncompressible pipe bedding (v=0 5)] [0= (Mean Diameter Min Diameter)/Mean Diameter] [EL 50% of Short Term Modulus] E = 1 000 for sod meeting conditions in table or as specified Soil Class % Com action SC1 Dumped or 3 43 mm SC2 85% or 45 mm SC3 90% SC4 95% Note See ASTM 3839-94a [Modified Iowa Formula Equation 9 17 G S S D C p 210] 01 = deflection lag factor = 1 50 K = bedding factor = Oil Wra = load on unit x section of pipe = 21 19 Ibhn EL = Long Term Modulus of Elasticity = 150,000 psi SDR = calculated with Min Wall Thickness = 593 SDR = proposed = 45 2 (used for deflection check) y = deflection (inches) 00563 inches y(%) = deflection divided by diameter = 0 70 % Typically OK if less than 5 % Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216 Eqn X1 4 1 E = Initial modulus of elasticity = 300 000 E/12(SDi 0931n-lbs 0 271 Okay if greater than 0 093 HTS, Inc. Consultn"Is Phone 713-692-8373 416 Pickering Street, Houston, TX 77091 FaX 713-692-8502 www htshouston,com Tall Free 1-800-692-TEST ITT"S, NC- ,EXCellenCe in i:ngrrleering, CorlSulting, Testing $rid ln9Pectfon r November 28, 2008 lnterpla5tic Corporation Thermoset Resins Division 2015 Northeast Broadway Street Mi:uicapolis, Minnesota 55413-4235 Attn, Mr- Jason Schiro, Senior Chemist Corrosion and Specialty Resins Re: Chemical Resistance Testing of Cured in -Place Pipe (CIPP) Samples C;OR78-2211-036 Dear lair. Schtlo. Please find enclosed chemical resistance test results for ssuriples of Cured -in -Place Pape received in our laboratory in July and October of this yatar per your instructions the samples have been identified as follows. • COR78-221-036 • COR72-AT type • Value-Rez type • COR78-AT-4XX type • CORVF8190 All of the test coupons were prepared and post -cured by th research and Development Laboratory cat Tnterplastic Corporation's Therrnoset Re.,Ji ti Division The resin was catalyzed with 0 74% and 0 37% by weight of Akzo Nobc,"; Pcrlcadox 16 and Trigonox C respectively The catalyzed resin was irnpiegnated to the felt and clamped between metal plates with precision spacers. The panels were gelled at 150' F (66°C) vd held at that temperature for four hours. The panels were then im:�t-cured at 1,80°F (82'C) for sixteen additional hours. The test coupons were cut imd 1,4--led from the cured panels. P,at,h c onpou was edge -coated with tLe sartic 3esin used to cc-n,-,trust the cour-on. mid post - cured an addi,toral 4 hours at 150' (661C). Geotechdoal Engineering • Materials Testing and Inspection • Environmental Site Assessments • Qeosynthetios and Constrvot an QA/OC Serving the Construction, Petroleum and Waste Industries The testing program was conducted in accordance with the following, • ASTM F1216, "Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin —Impregnated Tube". • ASTM F1743, "Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled -in -Place Installation of Cured -in -Place Thermosetting Resin Pipe (CIPP)" • ASTM D5813, "Standard Specification for Cured-.n-Place Thermosetting Resin Sewer Pipe". • ASTM D2122, "Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings" • ASTM D790, "Test Method for Flexural Properties of Unreinforced and Reinforced Plastics" The initial weight, hardness (ASTM D2583) and thickness (ASTM D2122) of each coupon sample was recorded prior to immersion One (1) coupon sample was utilized as a control base sample, The coupon samples were immersed in 10 different chernical reagents Eight of the reagents are as specified in ASTM F1216, section X2, '!able X2 1 The other two reagents (Nitric Acid 1% and Sulfuric Acid 5%) are as specified in ASTM F1743, section 8, table 2 The coupon samples were exposed to the reagents for a period of 30 days. At the end of 30 days the coupon samples were removed from the reagent containers, rinsed, dried, weighed and tested for thickness and hardness. The coupon samples were then tested for flexural strength and flexural modulus of elasticity. A summary of all test data and percent change in each property is included in the attached summary of test data AS FM F1216, Section X2.2.1 states that the test specimens should lose no more than 20% of their initial flexural strength and Flexural modulus during the exposure time As indicated by these test results, all of these samples comply with that specification requirement. Should you have any questions or comments regarding these tests or this report, please do not hesitate to call us Thank you very much. Sjanceiely, I� � - Khamla Pbouangsavanh C 'ef Chemist Larry L McMichael CEO/Principal At G nS14leanCs SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 1 Year Date Tested: 10/13/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year Value % Change (Concentration) Property ASTM D Sample Tap water Observation 543 NIA No Change pH 7.6 (100%) Weight 543 g 100.1 101.1 1.06 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.230 0.230 0.00 mm. 5.8 5.8 0.00 Max. Flexural 790 psi 11298.0 11144.9 -1.36 Modulus 790 psi 492883 523578 6.23 Nitric Acid Observation 543 NIA Light Yellow pH 0.5 (5%) Weight 543 g 112.1 112.9 0.71 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.251 0.261 0.00 mm. 6.4 6.4 0.00 Max. Flexural 790 psi 11298.0 11581.3 2.51 Modulus 790 psi 492883 621434 5.79 Phosphoric Acid Observation 543 NIA No Change pH 0.4 (10%) Weight 543 g 110.2 110.8 0.54 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.249 0.249 0.00 mm. 6.3 6.3 0.00 Max. Flexural 790 psi 11298.0 11166.0 -1.26 Modulus 790 psi 492883 510867 3.66 Sulfuric Acid Observation 543 N/A No Change pH 0.1 (10%) Weight 543 g 116.3 116.8 0.43 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.263 0.263 0.00 mm. 6.7 6.7 0.00 Max. Flexural 790 psi 11298.0 10711.5 -5.19 Modulus 790 psi 492883 1 506738 2.81 IC08F55.003Y.Doc - Page 1 of 3 6� si i C�o_n.u.lE,gnts ,.,� SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 1 Year Date Tested: 10/13/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year Value % Change (Concentration) Property ASTM D Sample Gasoline Observation 543 N/A Light Brown pH -NA (100%) Weight 543 g 120.1 121.6 1.17 Hardness 2583 88 81 -7.96 Thickness 2122 in. 0.266 0.266 0.00 mm. 6.8 6.8 0.00 Max. Flexural 790 psi 11298.0 9420.2 -16.62 Modulus 790 psi 492883 406814 -17.46 Vegetable Oil Observation 543 N/A No Change pH -NA (100%) Weight 543 g 100.6 100.6 0.10 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.236 0.236 0.00 MM. 6.0 6.0 0.00 Max. Flexural 790 psi 11298.0 11393.4 0.84 Modulus 790 psi 492883 524464 6.41 Detergent Observation 543 N/A No Change pH 6.8 (0.1%) Weight 543 g 104.1 104.7 0.68 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.239 0.239 0.00 MM. 6.1 6.1 0.00 Max. Flexural 790 psi 11298.0 11196.8 -0.90 Modulus 790 psi 492883 617799 6.06 Soap Observation 543 N/A No Change pH 4.8 (0.1%) Weight 543 g 106.0 106.7 0.66 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.246 0.246 0.00 MM. 6.2 6.2 0.00 Max. Flexural 790 psi 11298.0 11196.8 -0.90 Modulus 790 psi 1 492883 1 622367 6.98 IC08F55.003y.Doc - Page 2 of 3 SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 1 Year Date Tested: 10/13/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year Value % Change (Concentration) Property ASTM D Sample Nitric Acid Observation 543 N/A No Change pH 1.1 0%) Weight 543 g 108.3 109.0 0.66 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.250 0.250 0.00 mm. 6.3 6.3 0.00 Max. Flexural 790 psi 11298 11051.6 -2.18 Modulus 790 psi 492883 523437 6.20 Sulfuric Acid Observation 543 N/A No Change pH 0.4 (5%) Weight 543 g 100.9 101.4 0.50 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.234 0.234 0.00 mm. 5.9 5.9 0.00 Max. Flexural 790 psi 11298.0 11150.3 -1.31 Modulus 790 psi 1 492883 1 515381 4.56 IC08F55.003Y.Doc - Page 3 of 3 CORVE8190 ASTM F1216 & D543 (CIPP) Corrosion Data @ 73.4 +/- 3.6OF (23 +/- 2°C) Flexural Strength Retention. % Flexural Modulus Retention. % Immersion Months Months Media 1 3 6 12 1 3 6 12 100% Tap Water (pH 6 - 9) 94 101 108 101 5% Nitric Acid 102 106 100 102 10% Phosphoric Acid 112 112 105 114 10% Sulfuric Acid 103 91 102 100 100% Fuel C 93 104 106 108 0.1 % Detergent 98 97 100 99 0.1% Soap Solution 103 109 109 101 100% Vegetable Oil 106 108 110 102 97 100 101 103'` 100 109 105 108 105 109 106 105 93 103 99 100 96 96 104 102 98 99 103 104 103 102 . 105 103 98 104 101 103` ASTM D5813, F1743 & D543 (CIPP) Corrosion Data @ 73.4 +/- 3.6°F (23 +/- 2°C) Flexural Strength Retention. % Flexural Modulus Retention, Immersion Months Months Media 1 3 6 12 1 3 6 12 1 % Nitric Acid 108 101 96 102 5% Sulfuric Acid 107 110 110 102 100% Fuel C 93 104 106 108 0.1 % Detergent 98 97 100 99 0.1% Soap Solution 103 109 109 101 100% Vegetable Oil 106 108 110 102 1/ 11 1• 1 Other Corrosion Data (CIPP) @ 73.4 +/- 3.6OF (23 +/- 2°C) Flexural Strength Retention, % Flexural Modulus Retention, Immersion Months Months Media 1 3 6 12 1 3 6 12 1% Sodium Hydroxide 113 101 97 100 5% Sodium Hydroxide 105 ;101 89 75 40m /L Sodium Hydroxide 104 100 95 107 100 98 97 99 102 101 92 77 101 101 103 1M Note: Non -shaded regions are the applicable test durations as it relates to achievement of the minimum acceptable retentions. U Z fh N N n W w a � G O w ¢ j s > E N QO �co J L L Z n o mQ ¢U � m � - Q OZ J a 7 > U�Q 0 0 c u L w ci w C I w 0 c c IR "W2 O U v M y N o > a Laa to U UO o V P o i �U pp m rn p N U p N 0 �U p0V a (Ogo E UCC) N U M p N 0 - D co VU O N m w O NU VON c a) W U (0 U oil IMO N rn UU SON C w @ w F- C Oi O c 200 n t'f 0) ° o� Nor w L6 n < o (n O w Mmm Q NoO MLU K a UUa �ii�r wU m@ p ii Q U V U�U ry N vop O O wo U U C O v co quip U �to Om 4(D r c w Q vw 04m a vU00 N BOO m U Erq Cc c cmU V vp � O O m c D (n U UC �OJ 0cl p @ coIc c @ �Q �uoi Q QUN per Q d 'D N M > O 'y C 0l 0 Z N L am F 4) U @ @ am w a C � H w p LL � amco 4 U) ° M n@ E J 4 y w LL O 2° N m m 2 d o 0 j) \ \ z \a U � a= � • e| @ LLJ d CO \) \ !§ c LU r COO7 \} O �73 e \ 4<\ \/ \\ \ \\3 «�� o g 0\\ \/ � ( )k7 LL 2 tea. r� NO 2 / �02 U \ _ }\ {\ \� \ \! \ k ��\ �\ �\ f §\\ \ � \ ) \\/ c � ■ § °` 0 2 e \) « $\\ ( a|\ \ (]7 LL \\\ \o {\/ }\ f \k; _ |§ uj )/) , |!% |/a m 7i0 ]f2 §§§ \�2 ° \ k\� � \\\ \ kS}/\ K{) %\k \]ƒ \J{ §§S3a sBys2 !4� Ja f§$§§ Qaƒe]]\, \K kIJ§§@»( ��/k)w{\}\{))� 22Ba k!B`k,!! &,=moo=ago=== 2|q§;|®\;§2E Co ))#J3))7Jf)R j§ 2 ! / ; �2® ■§ / 2 �� k n \) - .. }) � � � » ALLMERICA FINANCIAL The Hanover Insurance Company Citizens Insurance Company CITIZENS INSURANCE Massachusetts Bay Insurance Company of America HANOVER INSURANCE" 440 Lincoln Street 645 West Grand River Worcester, MA 01653 Howell, MI 48843 BID BOND KNOW ALL MEN BY THFSE PRESENTS, that we, the undersigned, SANCON TECHNOLOGIES, INC hereinafter called Principal, and THE HANOVER INSURANCE COMPANY, a corporation established under the laws of the State of New Hampshire, and/or MASSACHUSETTS BAY INSURANCE COMPANY, a corporation established under the laws of the State of New Hampshire and having their principal office in Worcester, Massachusetts, as Surety, hereinafter called Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH, CA as Obligee, in the penal sum of _ 'IN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID IN--- Dollars for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns The condition of the above obligation is such that whereas the Principal has submitted to the CITY OF HUNTINGTON BEACH, CA a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for SEWER LINING PROJI=CT- EY 2014-2015 NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void, otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by an extension of the time within which the Owner may accept such Bid, and Surety does hereby waive notice of any such extension SIGNED, SEALEp AND C)ATED this 17TH day of JULY, 2015 SANCON TECHNOLOGIES, INC. 5841 Enameer Dnv Hunfi ton Beach CA 92649 ( ncip ) BY (Seal) 21 HANOVER INSURANCE COMPANY 5 Hutton Center Dnve Sud 60 Santa Ana CA 92707 BY AV1___ (Seal) Micha R Langa (Attom fad) 141-0787 (10/04) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles On `S�j 01 s before me, Wa-1 t.e. ( ?�t7� -- s ' K) p4-urL} PL4-13 I I C- (insert name a -id title of the officer) personally appeared Michael R. Langan who proved to me on the basis of satisfactory evidence to be the person whose name(*) is/aft subscribed to the within instrument and acknowledged to me that helsheAtOy executed the same in his/herfteir authorized capacity(iand that by his/horAMsignature on the instrument the personSe, or the entity upon behalf of which the person(Adcted, executed the instrument 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature 10 RAQUEL ROTAS r COMM #1980954 z of Notary Public California z Los Angeles County (Seal) M Comm Expires June 27, 2016 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the IaW§ Pf the State of Michigan, do hereby constitute and appoint Michael R. Langan of Pasadena, CA and each is a true and lawful Attomey(s)-m-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the Wrlited States, or, if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or ether writings obligatory in the nature thereof, as follows Any such obligations in the United States, not to exceed Ten Million and No/100 ($10,000,000) in any single instance and said companies hereby ratify and confirm all and whatsoever said Attomey(s)-in-fact may lawfully do in the premises by virtue of these presents These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect "RESOLVED, That the President or any Vice President, in conjunction with any Vice President, be and they are hereby authorized and empowered to appoint Attomeys-m-fact of the Compaq, in Its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto theseal of the Company Any such writings so executed by such Attorneys -in -fad shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons' (Adopted October 7, 1981 - The Hanover Insurance Company, Adopted April 14, 1982 - Massachusetts Bay Insurance Company, Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 23rd day of January 2013 00 Q f 974 �Y THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS,#4SURANCE POMPANY OF AMERICA Robert Thomas. Vice President 1 Joe Brenstrom Viei President On this 23rd day of January 2013 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations " � Wr BARBARA A GARLICK Notary Public .;� Corrcitonweanh WCommasaiE:rr�s5ept?t29t8 Barbara A Garlick, Notary Public My Commission Expires September 21, 2018 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foreping is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Angmey are still in force and effect This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America "RESOLVED, That any and all Powers of Attomey and Certified Copies of such Powersof Attomey and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile " (Adopted October 7, 1981 - The Hanover Insurance Company, Adopted April 14, 1982 - Massachusetts Bay Insurance Company, Adopted September 7, 2001- Citizens Insurance Companyof Amenca) GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 17 th day of JULY 2015 THE HANOVER INSURANCE COMPANY MA�SA HPSBAY A� CITEN ISUR Cq91APAWOF AMERICA ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of California County of Orange On July 22, 2015 before me, C.Vizcarra, A Notary Public (insert name and title of the officer) personally appeared Chuck Parsons who proved to me on the basis of satisfactory evidence to be the person(O whose name(s) is/ar-e subscribed to the within instrument and acknowledged to me that he4heAhey executed the same in his/#eF/tie* authorized capacity(+es), and that by his/#er##w signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct C. v1ZCAcRR 1996629 WITNESS my hand and official seal y! T �� ; commission No NOTARY PUBLIC CAUFORNIA 7�• ORANGE COUNTY myComn Exp M5 OCTOBER 30, 2016 Signature e" G/ (Seal) City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Joan L. Flynn, City Clerk February 5, 2016 Southwest Pipeline & Trenchless Corp 22118 S Vermont Ave Torrance, CA 90502 RE FY 2014/15 Sewer Lining Project in Various Locations—CC-1506 Enclosed please find your original bid bond for CC-1506 Sincerely, Joan L Flynn, CMC City Clerk JF pe Enclosure Sister Cities Anjo, Japan ♦ Wartakere, New Zealand S4�f�� �'""� � .tom �f�nxk.�'r'��`"�°�' e � �ih2�r,,,U „r�a-� ',+�, � °`�', ��.�„`" rm+i.�`r � � ;'� . � a.�'- ��z ,i, � kF'� ����" ,�rii� j„'is� �o �`�"•s�'�„k �y`vx �r`� �r + t���`�`.�. -r ��lr v ti mad a er -- "- V W I I= V a M Z m a z oLL _o 4 m o +1 cn c 'i r'i N mW O '+-� .Y .� Z 3 2 b0 M� Lu = a, V c (AV O C LA 0 40 O V N = � V O N LL w zC J o Q a" 0 N aEl) 0 o �W a w = a, a U C co M Ln V4 z n O O~ O O d O eV N E i U 011 p C v t � ._ ) C6 m i 00 Mc Z Q. O N 0 67 _� C V m SOUTHWIM PIPELINE AND TRENCHUESS CORP. 22118 S. Vermont Avenue Torrance, t alifomia 905M SECTION C PROPOSAL tilt the CoilsttucUon of F'Y 2014/15 SEWER LINING PROJECT 1'rorn VARIOUS LOCAt'IONS CC No. 1506 in the CITY OF HUNTING I'ON I3EACH TO THE FIONOIIA13LE MAYOR kND MEMBERS OF THE COUNCIL OF HUN t`INGTON BEACH: in compliance wth the Notice Inviting Sealed Bids. the undersigned hereby proposes and agrees to perform all the work theicin desetibed. and to furnish all labor, material, equipment and incident insurance necessary theiefor in accordance v%ith the plans and specifications on file in the office of the City Engineer of the City of Fluntinuton Beach. The undersigned wnees to peif'urm the work theicin to the satisfaction of -mid under the Supervision of the City i mincer of the City of 1-luntin�,gton Beath. and to enter into a contract at the following pi ices I he undersigned agrees to complete the work within 45 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the woik site, plans. specifications. Instructions to Bidders and all ether contract documents It this proposal is accepted for award. BIDDER agrees to enter into a contract vvcth \GENCY at the unit and.'or lump sum prices set forth in the following Bid Schedule BIDDER understands that failure to enter into a contract in the manner and time prescribed %x ill result in foi lecture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid IS required for the enute 4�ork, that the estimated quantities set birth in the Bid Schedule are solely fur the purpose of comparing bids and that final compensation under the contiaLt x%ill be based upon the actual quantities of work Satcsf;utortly completed. Ti IE AGENCY RESERVES TI-IF RIGI-IT 10 DELE 'l E ANY ITEM I'ROM I I iL CON I'RACT it is agreed that the Mitt and/or lump sum prices bid include edl appurtenant evpenses, taxes, royalties. toes. etc . and will be guaranteed for a period of sixty days from the bid ripening date. Hat such time, the contract is not awarded, the AGENCY mill reject all bids aild will readvertise the project. In the case oI'diSLICPaIlLIeS in the amounts bid unit pi ices ~hall govern user extended amounts. and words shall govern over figures. M SECTION C PRO,IE:C1• BI1) SCHEDULE FV 2014/15 SEWER REHABILITATION PROJECT CC-1506 inD I'I'E1<i5 Item i No. Description _ _ '� ouantity ; [:nit Unit Cost Totai Cost . (E.rtensiau) 1 Mobilization/Demobilization 1 LS $ 1 4 $00.Oo $ 1, SOO o 0 2 Furnish Traffic Control 1 LS 52tSoo•o-- $ 2a5e10.00 3 Cleaning and preliminary video inspection of 8" sewer main including tree roots and calcium removal 10 855 LF 16 �2$2. Sc 4 Install liner and post video inspection of 8" sewer main 10 855 LF $ 2 S 00 $ 2'71 375•0 5 Grind and re -open sewer service lateral 260 EA -30.00 $ 7 00, 00 TOTAL BID AMOUNT (BASIS OF AWARD) $ Z 9% 4457, So TOTAL BID AMOUNT IN WORDS %Gv o n. ode NA NiaT Y NON e T �4b v S14ivd k AivtiDea o �i F rY sc ae,�, D o �t- tl ff W 0 yr-j.4= TY dlekr-S . Note All extensions of unit prices will be subject to verification by Owner In case verification is required between the unit price and the extension, the unit price will govern The Owner reserves the right to reject any or all proposals and bid items C -2.1 If awaided the Contract, the undelSigned agices that in the event of the BIDDFR'S (Ieliiult in c\ecuting the required contract and filing the necessary bonds and insurance certificate~ within 10 woiking days alter the date of the AGLNCY'S notice of' maid of contract to the BIDDER, the proceeds of the security accompany ing this, bid shall become the property of the AGENCY and this bid and the acceptance heteof' may. at the AGENCY'S option be considered null and void. Accompanying this proposal of'bid, find Bidder's Bond for 10% in the amount of Ten Percent �Oich said amount is, not ICS, than 101io of the atwnegate ot'the total bid price, as icquu•ed by the Notice Inviting Sealed Bids. payable to the AGLNCY 113Iea,,e insert the Nwids "Cash". "Certified Check", or "Bidder's Bo L as the case may be) :any standard Surety Bid Bond ftbtm IS ac,ceptable. i Biddet ~hall ,igndl receipt of all �ddenda hcie, if any Addenda rVo. I Date Recur art I 's Signature 1 1 7-13-2015 ( -2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104. the Bidder shall set 6orth the name and btisii7ess address of eat.h subcontiactoi who will perform work of iendet service to the bidder on said contract in in arnount in evicess of one-half of one petcent of the total bid or $ I0.000. x0ichever is g►cater, and the portion of the wotk to be done by Such tiubconfiactor Biel Item(s) Nume artcl Ailtims of Sabcoutractor State Licetrse Number Class Dollar Antotutt ,j of Contract �0)Vt H By submission of this proposal. the Bidder ceitifies. 1. Chat 11e is able to and will perform the balance of all work which is not covered in the aboNe subcontractors listing. Z Chat the AGENCY will be Cuinished copies of'all Subcontracts entered into and bonds tiunished by subcontractor Im this project. C -3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WiTH BID I declare under penalty of' perjury under the laws of the State of Cahtoinia that the foie-mm-, is title and correct and that this declaration is ewcuted on 7/22/2015 , at Torrance CA Chyle ('rlv Sleile Justin Duchaineau _ _ being lirst duly sworn. deposes and says that he or she is President _ _ of Southwest Pipeline & Trenchless Corp_ the party making the I'mcgoing hid that the bid i5 not made in the inteiest of, or on the behalf of, any undiSClosed person. partneiship. company. assmiation. organization, of Corporation: that the bid is gcnutne and not CulluSlve or sham. that the bidder has not directly of indirectly induced or solicited any other bidder to put in a false or ,ham bid, and has not directly or indirectly colluded. cunspued. connived. or agreed with any bidder or anyone else to put in a sham hid. or that anyone shall ieliam from bidding, that the bidder has not in any manner, directly or indirectly, ,ought by agleCmcnt, Coinnuuucauon. or conscience with anyone to fix the bid pride, of that of any uthet bidder, or to Secure any advantage against the public body awarding the Conhact of anyone tntciested in the pioposed Contract, that all Statements contained in the hid are true. and. Wither. that the bidder has not. directly or indnectly, ,tibmitted hl, sir her bid price or any brcakdoy\n thereof' or the contents theieot, of divulged inhumation ui data relative thereto. of paid, and will not pay lee to any Corpotation, partnership, company association, organization, bid depository. or to any member or agent thereof to CITC tuate a collusive or Sham bid Torrance, CA 90502 Address of Bidder C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTiNGTON BEACH, CALIFORNIA Gentlemen: I he Undersigned hereby piomr-,es and Agrees that in the peitormance ot'the woik "pecified in the writiact. Lnoml as the FY 201.1I1,5 SEWER LINiNG PROJECT, Mill employ and utiltZe only qualified persons. as hereinafter defined. to woik in provtinity to anti electrical ,,econdar} of uansmission Licilities 1 he term "OLialitied Verson" is defined in l'itle 8. Califoinia Admnustrative Code. Section 2700. as follows "Qualified Person: A heron who by reason o1 experience or iimtrncuon r�s lrtimbut irrth the ohei ation to he het tat met/ and the ha_cn ch involved " fhe undersigned also promised and agrees that all Such woik shall be pert«rmed in accordance Frith all applicable electrical utilrt} company's requuct7tentS. Public fitiht\ Coinmitimon oidets. and State ofCahtbinia Cal-OSI IA requirements I'he undersigned further promises and agiees that the provisions herein -,hall be and aic binding Upon any subcontraLtor or Subcontractors that ma} he retained or emploNed by the undcr�,igned. and that the undeitiigned shall take ,tcp-, as .ire nc"ssary to assure compliance by any said Subcontractor or subcontractors with the requirements contained hciein Date: 7/22/2015 C Southwest ?ipeline & Trenchless Corp C_'ontractc Justin Duchaineau President DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code'iection 10162 the Bidder Shall Complete, under penalty Of penury. the follcxtimg questionnaire. QUESTIONNAIRE I las the Bidder. any officer of the Bidder or any employee of the Bidder «ho has a propitetaiy interest in the Biddet ever been disqualified, remmed of otherwise prevented fiom bidding tin or completing a Federal. State or loLa1'government pioicc,t because ofa. violation of lakN of a salety irt_ulation' D Yes M No It the answer is yes. explain the Lu•cumstanCes in the space provided Note: I his questionnaire constitutes a part of the Proposal. and a signature portion of the Proposal shall Constitute signature of this questionnaire. C-G COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State I abor Code. each contractor to whom a public %mks contract has been awarded ,hall sign the following certificate I am aware of the previsions of Section 3700 of the Labor Code whiclt require e%cry employer to be uIsured against liability for worker's compensation of to undertake ,ell - insurance in accordance with the provisions of that Lode. and I will comp(} with such provisions belore commencing the petloi rtance of the kvork of this contract, Pipeline & Trenchless Corp Con actor Justin Duchameau President Date 7/22/2015 BIDDER'S INFORMATION BIDDER certifies that the folk wmL, information is true and correct Southwest Pipeline & Trenchiess Corp Bidder Name 22118 S Vermont Avenue Business :address Torrance California 90502 City. Mute lip t 310 ) 329-8717 I elephone Number 773862 - A State Contractors License No and Class 1 /21 /2000 Original Date Issued 1/31/2016 Expiration Date I'IZe work site was inspected b} Robert Bolger or our office on 7/22 .2015 ['he 161lowutg are persons. lirms and corpoiations having a principal interest in this proposal: Justin Duchaineau- President Robert Bolger -Secretary I he and/signed is prepared to ,at f} the Council of the City of Huntington Beach or its ability. linancc ly or otherwise. to pelto _Ithe t-ontract liar the proposed work and impro,.ei is in accor ance with the plans and Sp ulicattons set forth South st Pipeline & Trenchless Corp Co Mire of Bidder rented or Typed Signature Subscribed and sworn fore me this22nd(1A5rof` JUIY 201 5 NOTARY PUBLIC C-8 e, A&J1 NOTARY SLAL CALIFORAIIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL •. .T2 w�.'.�Q�L��y. T'f .A .A`�TQ.A{� .T .T'.T� .TG.'•� �{.1 .T�'.S�2. i\<.T�.T2��. i�\.��.q ..'� .af '.Ll'l. � '� • .:� .T \2�Q.T�.A .� '.A�. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of California County of Los Angeles On �f I2�-1�5 before me, _ Date personally appeared Robert Bolger Jr, Notary Public Here Insert Name and Title of the Officer Justin Duchaineau Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument ROBERT BO0'460LGER JR Commission # 2061640 a •: Notary Public - California i 2 Los Angeles County D My Comm Ex ues Mar 21, 2018 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct WITNESS my hand and official seal Signature - Signature Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document Number of Pages Document Date Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer(s) Signer's Name I Corporate Officer — Title(s) ' Partner — I : Limited General I Individual Attorney in Fact Trustee Guardian or Conservator Other Signer Is Representing Signer's Name Corporate Officer — Title(s) Partner — Limited General Individual _ Attorney in Fact Trustee - Guardian or Conservator Other Signer Is Representing �.'✓ 'ci. ✓ - 'r X-1---. ;V&t ✓<�✓:I&:'.vi.-•✓. ei. ✓.•✓��✓,. •ev:�. 'ev '✓i•a ✓ 7_71• T 02014•nal Notary Association• • . • • :11 • :11 • •: 91 Bidder's Project History I or the purposes cal this piolect. the bidder shall provide project history of Nnnilar woik. specifically referencing the eonsUuction at ;Describe Specific work and experience necessary for project. For example, "Sanitary sewer line installation of at least of 1,001) of 8-inch and oreater in public rirlht-of=rray. Sanitary sewer lift Stations A similar si/e, protect work �ritliiu public streets. in area containing high ground water and pipeline construction in high Lround eater regions with trench depth~ of 8-feet to the uivert."j Bidders, .lie encouraged to Submit aupplemcntal relevant piolect Iligory in addition to the projeLt4 listed herein Listed below are the names address and telephone numbers fior three public agencies li7r vOhich the bidder has pet tormed similar work within the past Live years City of Azusa 213 E Foothill Blvd, Azusa CA 91702 Name and Address of Public Agency Name and telephone No of Pioje(A Manager Daniel Bobadilla- Tel 626-812-5264 $2,062,906 00 Contract Amount CIPP Rehabilitation I ype of Woik Provide additional project description to show smidar \Sotk: Rehabilitated using CIPP 23,217 LF of 8",10",12" and 15" Installed 1,075 Sewer Lateral Seals (Top Hats) City of San Diego-9485 Aero Drive, San Diego CA 92123 Name and .Address of Public Agenc} Name and Telephone No of Project Managei $3,096,664 00 Contract Amount 8/2014 Date Completed Scott Adamson Tel 858-243-4977 CIPP Rehabilitation fype of Work Provide additional project description to show similar work Rehabilitated using CIPP 37,044 If of 8" Installed 1,000 Sewer Lateral Seals (Top Hats) City of Santa Barbara- 630 Garden Street- Santa Barbara, CA 93102 Name and :address of Public Agency 4/2014 Date Completed Name and Telephone No of Project [Manager- Roger Rodefeld Tel 805-564-5508 $1,476,829 50 CIPP Rehabilitation 4/2012 Contract Amount Type ul Work Provide additional piolect description to show similar �%oi k Rehabilitated using CIPP 41,442 If of 6" and 8" sewer main Spot Repairs C-9 Date Completed Bidder's Critical Staff Listed below <ire the names ui'thc bidders proposed ConslrUetrOn Project Manager. and Supetuntendent For each of these ctitical positions, please list at least three projects for k"'hrch the critical statThas performed iintlar work within the last live years. I'hese projects do not have to be under the emploN ment of'the bidder of this project Bidders are cncoutaged submit Supplemental relevant project hrstor) in addition to the projects listed heiern I Dan McCoy Name ofproposed Project Manager Telephone No of proposed Project %tanager �310-329-8717 ext 107 Pipeline Rehabilitation Phase F-1 $ 8,334,612 00 CIPP 116,579 If of 6",8", 12" and 18" 1/2010 Ptolect Name & Contract Amount I y pe of Wotk Date Completed Pipeline Rehabilitation Phase H-1 $ 4,824,727 CIPP 34,770 If of 6"-21" 4/2011 Project Name & Contract A nount 1"ape of Wotk Date Completed 2013 Sanitary Sewer Rehab Project $584,805 00 CIPP Rehab 10,565 If of 8"-10" 3/2015 Project Name & Contract Ani aunt I vpe of Work Date Completed Edward Mannquez Name of proposed Superintendent Telephone No of proposed Super rntendent 310-261-0761 Pipeline Rehabilitation Phase F-1 $ 8,334,612 00 CIPP 116,579 If of 6",8", 12" and 18" 1/2010 Project Name & Contract Amount F\ pe of Work Date Completed Pipeline Rehabilitation Phase H-1 $ 4,824,727 CIPP 34,770 If of 6"-21" 4/2011 Project Name & Contract Amount I ype of Wor k Date Completed 2013 Sanitary Sewer Rehab Project $584,805 CIPP Rehab 10,565 LF of 8"-10" 3/2015 Project Name & Contract Amount T� pe of Wi)rk Date Completed C-1 It CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Cede Section 1771 1(a)), passed by the Calilmilia State Senate on June 20. 2014, established a new public \voiks Contiactor Regrstiation Program. which icquires all contractors and subcontractors hrdding and peila•mmg work on Public Works Piojects to register on an annual bans (each luly 1 thiou�1h June 30 state fiscal \,car) with the California Department of Indusuial Relations (DIR). Cuirently the annual non-rclundabfe icgistranon lee for Contractors is `6300 Each contractor to whom a public works contract has been awarded shall sign the f0II0%V11t(Y certificate 1)111 FACT SI-IrF r on SB 854 http.//www du ca 6ov;Dr.,S1:tPublictikorks/SB854rtrctShect_6 30 11 pdf t)lR's Contractor Registration I ink —Call (844) 522-6734 https•/lefihng.dir.ca.gov/PWCR/AcuonServlet"action—di splay 13WCRegis trationl'orm DIR's Contiactot Registration searchable database littps //ailing do ca.gov/P\IICR/Search.action I am aware and will comply with the piovisions of Labor Code Section 1771 I (a) which states 'A contractor or subcontractor,hall not be qualified to bid on, he listed in a bid proposal. subject to the requirements of Section 4104 of the Public Contract Cede, or engage in the performance of any contract for public, work. as defined in this chapter, unless cur►ently iegistered and qualified to perform public work pursuant to Section 1725 5 It is not a � iolation of this section for an unregistered contractor to Submit a bid that is authorized by Section 7029.1 of the Business and 1'rotessions Code or by Section 10164 or 20103 5 ofthe Public Contract Code- pro%ided the contractor is registered to perform public wotk pursuant to Section 1725 5 at the time the contiact is awarded." I furthermore will comply by providing proof cif registration with DIR as the pi imar_y contrOLLor, as well as for ALL subcontractors at the time o nt i b he bid, or no later than contract award date Date. 7/22/2014 GI Title Pipeline & Trenchless Corp Justin Duchaineau President City of Huntington Beach Public Works Department 2000 Main Street Tel (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE for FY 2014/15 SEWER LINING PROJECT C.C. No. 1506 July 13, 2015 Notice To All Bidders Please note the following clarification to the Project Plans, Specifications, and Special Provisions 1 Revised Item Bid Due Date on the cover and on Page A-1 from "Tuesday, July 28, 2015" to "Thursday, July 23, 2015" 2 The bids are due to the City Clerk up to the hour of 10 00 AM on Thursday, July 23, 2015 This is to acknowledge receipt and/eview of Addendum Wumber One, dated July 13, 2015. Southwest Pipeline & Trenchless Corp Company Name 7/13/2015 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal Should you have any questions regarding this Addendum, please call Joseph Fuentes at (714) 536- 5431 SOUTHWEST PIPELINE & TRENCHLESS CORP BOARD OF DIRECTORS RESOLUTION SOUTHWEST PIPELINE AND TRENCHLESS, CORP. January 5, 2012 The undersigned being all of the members of the Board of Directors of Southwest Pipeline and Trenchless Corp., a California Corporation, certify that the Bylaws of the corporation authorize the directors to act by unanimous consent. Pursuant to Section 307 (b) of the California General Corporation Law and the Bylaws of the corporation, the undersigned acknowledges their continuing consent to adoptiowof the following resolution as the act of the Board of Directors of the Corporation RESOLVED, that Justin P. Duchaineau is authorized as PresidentTreasurer pursuant to the Bylaws of the corporation to sign any and all contracts, bid bonds, performance bonds, payment bonds, and other -pertinent documents of a nature, for and on be`half of Southwest Pipeline and Trendless Corp. This resolution is effective on January 5, 2012 and will remain in full force and effect for pertinent documents signed hereafter. RESOLVED, that Robert E. Bolger is authorized as Secretary Pursuant to tke Bylaws of the corporation to sign any and all contracts, bid bonds, performance bonds, payment bonds, and other pertinent documents of a nature, for and on behalf of Southwest Pipeline and Trenchless Corp. This resolution is effective on January 5, 2012 and will remain yin full force and effect for pertinent documents signed 'hereafter. o Colich, Member of Board of Directors ti T. Colich, Member d of Directors �— Southwest Pipeline & Trenchless Corp. �- 22118 S. Vermont Ave. Torrance, CA 90502 Tel. 310-329-8717 fax 310-329-0981 Cured -In -Place Pipe (CIPP) Wall Thickness Design and Hydraulic Capacity Calculations Project _ucation Owner ine S,aymeot(s) FY 2D14/15 Sewer Unmg Pro!ect Per Plan Schedule City of Huntigton Beach Per Specification Desion Assumptions: F-1216 Shaded cells are user -defined NaLiomd 10 Lll1C1' ,mcmon of host pipe I�� FADE—l111 PD = panially deteriorated. FD = fully deteriorated sde diameter of host pipe,inl 5vawy of host pipe (%) a =I_ 2.0 ( Default value is 2.. range = C%-10% oiope of host pipe (l :lost pipe Manning roughness (dimensionless) CIPP Manning's roughness (dimensionless) S =1 0.000 n, = n (11 nr = 0.010 from 0.013-0.030 (dependent on existing pipe material, geometry, diameter and condition) vanes from 0. 009-0.013 Constrained sod modulus of native soil in the pipe zone (psi) M,,, = 1,000 See table below for recommended values From Table 5 6 of A WWA Manual of Water Practices M45. Second Ec�fion Cohesive Native Soils Granular Native Soils M,,, Unconfined compressive strength (q„) Description Blowstft (per ASTM Description tonsisf kPa psi kPa D1586) ,a 1 very very, loose > 0 0 125 0 13 very very soh 50 a 3 1 2 very loose 0 125 025 13 25 very soft 200 1 4 2 4 - 0 25 0 50 25 50 soft 700 481, 4 8 oose 0 50 10 50 100 medium 1 500 10 3 8 15 slightly compact 10 20 t00 200 still 3 000 2e 7 15 30 compact 2 0 4 0 200 400 very stiff. 5 000 34 5 30 50 dense 4 0: 6.0 400 - 600 hard 10 000 696 > 50 verytlense 1 6 0 > 600 very hard- 1 20,000 1 138.0 Flexural modulus of Eelasticity of CIPP, initial (psi) Long -tens retention of mechanical properties (',) Flexural modulus of elasticity of CIPP long-term fps0 Design safety factor Unit weight of soil (pcf) Unit weight of water (pcf) Depth of cover (ft) Height of groundwater (it) ntemal vacuum pressure (psi) 'eternal pressure (psi) Diameter of note or opening in onginal pipe wall fin) Poisson's ratio of CIPP Flexural strength of CIPP. Initial (psO Flexural strength of CIPP, !ong-term (psi) Tensde strength of CIPP. initial (psi) Tensile strength of CIPP, long-term (psi) Ennancement factor (dimensionless) Surface live loading condition H2O Calculations (Highway Loadsl Impact factor for traffic load (dimensionless) Distributed load area over pir a at depth H Ift21 Total applied surface wheel load (to) H2O live load transferred to pipe at 'epth H (psi) E = 250.000 Minimum value is 250.000 psi per ASTM r'1216 50% Default value is 50% 125.000 Determined from long-term retention % IN= 2 Default value is 2.0 120 Applies to fully deteriorated designs only F = 624 H = 10.0 Measured from ground surface to top of pipe H. = 7.0 Measured from top of pipe, Note: If water table is below top of pipe, Input a negative number! P, = 0.0 Default value is 0 P = 0.0 Pressure pipe applications only' If no pressure. input 0 d = 0.0 Pressure pipe applications only! If no pressure. input 0 0.30 Average value for CIPP per ASTM F1216 - 4,500 Minimum value is 4.500 psi per ASTM F1216 4,000 Determined from long-term retention % ar -. 3,000 Pressure pipe applications only' 750 Determined from long-term retentio, % K = 7.6 Minimum value recommended per ASTM F1216 H2O H2O. E80 or airport Ir= 1 0 Fiom AASHTO Standard Specifications for Highway Bridges, 12th Edition A, = 517.4 See table and figures below Pew = 48,000 Basal on critical loading configuration (see table below) wui = 06 w. - (P-I )1(144 ALL) Critical Loading Configurations for H2O loads (per AASHTO) Condition H. ft P, lbs I Au, fil t H < 1 33 16.000 0 83 + 1 75H L67 - 1 75H 133 SH<4.10 32 A00 i063+1'S1f567+1.75H 3 4.10 s H d3.W0 (4 83 + 1.75H)(5.67 + 1 75H) Condkion 1. Distributed Load Area - Single Dual Wheel Condition 2. Distributed Load Area - Two H2O Trucks Passing E80 Cal-lculations jRailway Loads) F80 live load transferred to Dice at depth H (DSO � from grron below E80 Live Loads on Pipe Installed Under Railroads (From Ccncrere Pipe Handbook, Sth Edition) 30 25 a ' F 7551rt(xl 21• 15 o 0 o� o 3 a 0 10 20 30 0 Unit Load (psi) m x 19 79166667 0 Condition 3. Distubuiad Load Area - Alternate Loads in Passing Mrx1e Figure 4.30. Spaumq ,f 'vN*,eel I. r. ails Per Axie for a :rwrxxr E 8C Design Luad"o NFK s 4 Cured -In -Place Pipe (CIPP) Wall Thickness Design and Hydraulic Capacity Calculations Protect Loi.atien Owner Line Scgmcnt(s) FY 2014 /15 Sewer Lining Pro)ect Per Plan Schedule City of Huntigton Beach Per Specification Nationlal Q L,incr Design ASSUM17tions: F-1216 Shaded cells are user -defined Condition of host pipe FD PD = partially deteriorated, FD = fully deteriorated Inside diameter of host pipe (in) D = 8 Ovality of host pipe (%) q = 2.0 Default value is 20, range = 001c-10% Slope of host pipe (ft/ft) S = 0.000 Host pipe Manning's roughness (dimensionless) n, = 0.015 varies from 0.013-0.030 (dependent on existing pipe material, geometry, diameter and condition) CIPP Manning's roughness (dimensionless) ni = 0.010 varies from 0 009-0.013 Constrained soil modulus of native soil in the pipe zone (psi) M,n = 1,000 See table below for recommender+ values From Table 5 6 of AWWA Manual of Water Practices M45, Second Edition Cohesive Native Soils Granular Native Soils Ms„ Unconfined compressive strength (q„) Description Blows/ft (per ASTM D1586) Description tons/sf kPa psi kpa > 0 1 _ very _very loose > 0- 0 125 0 - 13 very very soft 50 03 1 2 very loos, 0125 0.25 13-25 very soft - 260 14 2 4 0.25 - 0 50 25 - 56 soft i00 - 4 8-- 4 8 loose - 0 50 1 0 50 � 100 medium 1,506 1 103 8 15 slightly compact 1 D 20 100 200 stiff 3 000 2� 7 15 3D compact 2 0 4 0 200 40G very stiff 5 000 34 1 30 50 dense 4 0 6 0 400 600 hard 10 000 690 > 50 very dense - 6.6 > 600 very hard 20.006 1380 Flexural modulus of Eelasticity of CIPP, initial (psi) Long-term retention of mechanical properties (%) Flexural modulus of elasticity of CIPP, long term (psi) Design safety factor Unit weight of soil (pcf) Unit weight of water (pcf) Depth of cover (ft) Height of groundwater If,) Internal vacuum pressure (psi) Internal pressure (psi) Diameter of hole or opening in onginal pipe wall (in) Poisson's ratio of CIPP Flexural strength of CIPP, initial (psi) Flexural strength of CIPP, long -tens (psi) Tensile strength of CIPP, initial (ps:) Tensile strength of CIPP, long-term (psi) Enhancement factor (dimensionless) Surface live loading condition, H2O Calculations (Highway Loadsl Impact factor for traffic load (dimensionless) Distributed load area over pipe at depth H (ft) Total applied surface wheel load (Ib) H2O live load transferred to pipe at lepth H (psi) E = 250,000 Minimum value is 250, 000 psi per ASTM F1216 50% Default value is 50% Ec= 125.000 Determined from Icng-term retention % N = 2 Default value is 2.0 8, = 120 Applies to fully deteriorated designs only = (H 624 = 10.0 Measured from ground surface to top of pipe HW = 7.0 Measured from top of pipe. Note: If water table is below top of pipe, input a negative number! P„ = 0.0 Default value is 0 P = 0.0 Pressure pipe applications only' If no pressure, input 0 d = 0.0 Pressure pipe applications only' If no pressure, input 0 1 0.30 Average value for CIPP per ASTM F1216 c, 4,500 Minimum value is 4.500 psi per ASTM F12le or 4.c00 Determined from long-term retention % 3,000 Pressure pipe applications only' cn 750 Determines from long-term retentic,% K = 7 0 Minimum value recommended per ASTM F1216 H2O H20. ESO or airport Ir= 1.0 Fi om AASHTO Standard Specifications for Highway Bridges. 12th Edition Ace = 517.4 Se..=, table and figures below Pcw = 48,000 Bast.ii on critical loading configuration (see table below) wur = 06 w, _ (P 1i)/(144 At,) Critical Loading Configurations for H2O loads (per AASn67, Condition H, ft P, Ibs 1 H < 1.33 16.000 (0.83 + 1.2 133<_H<410 32,000 (083+13 4.10 <_ H 4J,000 (4 63 + 1 Cori 1. Distributed Load Area - Single Dual Wheel 1 - Condition 2. Distnbuted '_pad Area - Two H2O Trucks Passing E80 Calculations (Railway Loads) E80 live load transferred to pipe at depth H (psi) W. = 0 00 from qr, on below E80 Live Loads on Pipe Installed Under Railroads (From Ccncrete Pipe Handbook, 5th Edition) `o o r 25 i d 20 o 5 - - Q c' a 0 10 20 30 `o Unit Load (psi) 2 19 79166667 0 f W` , r�r i Condition 3 Distributed Load Area -Alternate Loads in Passing Mode. Fig..,'e 4.30 CIPP Design Template 7/13/2015 NEK Airport Loads Modulus of elasticity of concrete (psi) E, =AOOOtlefault value is 4,000.00D Poisson's ratio of concrete (dimensionless) V =default value is 0 156 _Modulus of subgrade reaction (lb/in') k =see adjacent figure - J -i, I,sThickness of concrete pavement (in) h = _ _Depth of covertop of pipe to hnttom of slab (fQ H = t Horizontal distance from pipe centerline (ft) X =assumed = 0 (worst case) Radius of stiffness of the rigid pavement (fq R, = 3_� R ,� Eh' Wheel load bs 'I - ( ) Pit, - 16.0010 Worst -case loading scenario is for 2 loads spaced 0.8Rs apart and is calculated below. For aRernate loading conditions, see Concrete Pipe Handbook, Sth Edition Pressure Coefficient (C) for X/Rs = 0 + 2 loads 0 8 Ry. - I -----� / `•t apart ai ong F:rBPI SIP i Ik ."NC- 025 -is of pipe Y=-0Q005x'+O.OtOtx=-O.Oi581t+0.2182 ,•_`- i - 0.2 . 015 �..... ______ a » Ci.13TI E cALjI .....,.__....�.. 01 m�iiutu;i, IiiA IIun �,Ie i 005 r..� H/R,= 2.75E = Lnt C= 0074 ! 0 e 0 0 2 4-- 3F. HlRs Airport live load transferred to pipe at depth H (psi) w�p = OAO win = CP/R," Wall Thickness Design Partially Deteriorated Gravity Pipe Condition C 1 q/100 - Ovality reduction factor (dimensionless) C = 0 B�—= [1 s q / 100]' I External hydrostatic pressure from groundwater (psi) P„ = 3.32 Pw = ,(H+ D/12)/144 Minimum thickness required, hydrostatic buckling tr = 013 it f - - - D -- - ASTM F1216, Equation X1 1 3.21 mil 2KF, C +'I Minimum thickness requiredovality cneck t_ = G O5 in 1 5. _q 1 . c -SDRr' --0 5 1 d SDR ` 0 ASTM F1216, Equation X1 2 1 36 mm 100 100 100 P N SDR2 = 150 If P„ = 0, default SDR = 100 Quadratic Factors for Eq. X1.2 a = 0.0306 used to solve for'- DR2 and tz. In = -0.510 Fully Deteriorated Gravity Pipe Condition c = -677 258 Total live load transferred to pipe at depth H (psi) = W, From live load calculations Water buoyancy factor (dimensionless) R. = D 77 R.,, = 1 - 0 33(H„)H) (min. value = 0.57) Note: If H„,<O, use H. = 0 in this calculation Total external pressure on pipe (psi) %= 1 Q37 q, = 0 433H„. + ag,H R,; 144 + W, Note: If H„.<O, use H. = 0 in this calculation Ccefficient of elastic support (in -lb) B. = 0 324 B' _ 'I/(1+qe 055"li See Note X1.3 regarding use of tunnel load Minimum thickness required, Luscher's buckling equation t3 = 0 15 in t _ �,A'Y, )� 10' 12— ASTM F1216, Equation X1.3 373 min i_ N H-A/„-/;, -r Minimum thickness requiredpipe stiffness t, = 0.13 in 3 35 min t = D/(E/0 093 12)t 3 ASTM F1216. Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure tp, = 0.00 in I, = D;([(DId )'-(5 33 a IPiC)]i `+1) ASTM F1216, Equation X1 6 in spanning across any holes in the original pipe wall WE = D.00 If diD > 1.83 (t,,/D)", ASTM F1215, Equation X1 5. then liner is in ring tension or hoop stress 1.83(to,ID)'n = 0 00 old fully deteriorated pressure pipe condition applies (ASTM F1216 Equation X1.7) Minimum thickness recurred by design check Fully Deteriorated Pressura Pipe Condition Minimum thickness required to withstand all external tp,Z = 0 00 In t112 = D/((2 nri/PN) + 2) ASTM F1216, Equation X1 7 loads and the full internal pressure = Q00 mm CIPP Wall Thickness Design Summary Host pipe condition Fully Detenorated CIPP end use application Gravit Flow CIPP outside diameter ('lost pipe inside diametop D = 8 in Minimum CIPP thickness calculated t= 0.15 in Greatest value calculated from ASTM F1216 Equations X1.1, X1.2, X1 3 and X1.4 (gravity 373 mm flow) or greatest of Xt 1, X1 2, X1 3. X1 4 and X1.7 (pressure pipe) Minimum CIPP thickness recommended t= 0.15 in Based on a maximum SDR = 100 - 3 73 mm Nominal CIPP thickness to be supplied tciae = 4.5 mm Rounded up to the nearest 1 5 mm to reflect standard CIPP thicknesses supplied SDRc;ve = 45 SDR = D/t Maximum recommended SDR for CIPP is 100 per ASTM F1216 DESIGNED BY CHECKED BY CIPP Design Template 7,1312015 NEK Document A310 TM - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: ( aine, legal malm mid addrm w) Southwest Pipeline and Trenchless Corp 22118 South Vermont Avenue Torrance, CA 90502 OWNER: (Name. legal slaters and address) City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 SURETY: !Mane, legal stales mid pnncrpal place i jbimnecs) Liberty Mutual Insurance Company 790 The City Drive South, Suite 200 Orange, CA 92868 Mailing Address for Notices 790 The City Drive South, Suite 200 Orange, CA 92868 BOND AMOUNT: $ 10% Ten Percent of Amount Bid PROJECT: (Same, location or addh= and Project nianber, rf aitig FY 2014/15 Sewer Lining Project CC No 1506, Huntington Beach, California This document has Important legal consequences Consultation with an attorney is encouraged with respect to Its completion or modification Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themsch ,cs, their heirs, executors, administrators, successors and assigns, jointly and scwcrally, as prow idcd herein The conditions of this Bond arc such that if the O%%mcr accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owwner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the tenths of such bid, mid gives such bond or bonds as niay be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwvise acceptable to the Limier, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in tie prosecution thereof, or (2) pays to the Owwner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for winch the Owner may in good faith contract with another party to perionn the whork covered by %lid bid, then the obligation shall be null and void, otherwwrwe to reinain in lull fierce and ellect The Surety hereby nmtve% any notice of an agreement belhween the Owner and Contractor to extend the time in which the Ou ner may accept the bid Waiver of notice by the Surety %hal I not apply to any extension exceeding Sixty (60) days in the aggregate beyond the time for acceptance ul' bid% %peia lied in lite bid document%, and the Ohw ier and Contractor %hall obtain the Surety's consent for an extension beyond Sixty (60) days If this Bond is issued in connection %slut a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the tcmi Owwner shall be deemed to be Contractor When th i% Bond Kati been lumushed to comply with a wlalutory, or other legal rei this Bond conflicting wwyth said statutory or legal requirenher a deem statutory or other legal requirement shall be deemed in oraled herein Wlten as a Statutory bind and not as a common law band Signod and scaled this 8th day of J 2015 (11' nnssJ (ilititeas) Natalie K Trofimoff Southwest (Pnucipal) ent in the loi ation of the Project. any panrwion in hererrom and provisions conforming to Such mlied. the intent is that this Bond %hail be construed feline and Trenchless Corp Libeiyr Mutual Insurance Com (Seal) Jq`)�,oAPORt�1'f�` (Seal) ,'. 1912 3 4'rsActiNs/ !_ -Fact S-0054/AS 8/10 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except In the manner and to the extent herein stated. Not valid for mortgage, note, loan, letter of credit, bank deposit currency rate, interest rate or residual value guarantees To confirm the validity of this Power of Attorney call 610.832.8240 between 9 00 am and 4 30 pm EST on any business day American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS That Amencan Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duty organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West Amencan Insurance Company is a corporation duty organized under the laws of the State of Indiana (herein collectively plied the 'Compantesl, pursuant to and by authority herein set forth, does hereby name, constitute andappoin OID QUIfOz of the city of Los Ange es , state of UA Its true and lawful attomey-in-fact, with full power and authority hereby conferred to sign, execute and acknowledge the following surely bond Principal Name, Southwest Pipeline and Trenchless Corp Obligee Name City of Huntington Beach Surety Bond Number Bid Bond Bond Amount: See Bond Form IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this lP day of November. 2013 r,Nv CAS INSV INS U �INSU American Fire and Casualty Company �qti� �ZY rr,Jpavo�y� 4.��o�vo y� The Ohio Casualty Insurance Company Liberty Mutual Insurance Company 1906 0 1912 °s = r, 1919 N 1991 a Wes mencan Insurance Company �y HAM4`'�� m�j �SSACFiJ' != S! HA! �DIANI" B * * * * Y David Carey, Assistant Secretary STATE OF PENNSYLVANIA as COUNTY OF MONTGOMERY On this 16e day of November. 2013 before me personally appeared David M Carey, who acknowledged himself to be the Assistant Secretary of American Fire and Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Company, and West Amencan Insurance Company, and that he, as such, being authorized so to do, execute the foregoing Instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written 5P P �Q oaMauF w!! COMMONWEALTH OF PENNSYLVANIA Y Notarial Seal OF Teresa Pastella, Notary Public By: g�, v Plymouth Twp , Montgomery County Teresa Pasteila, otary Public My Commission Expires March 28.2017 7AAY Member Pennsylvania Association of Notaries This Power of Attom yi de and executed pursuant to and by authority of the following By-laws and Authorizations of Amencan Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows ARTICLE IV — OFFICERS — Section 12 Power of Attorney Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President and subject to such limitation as the Chairman or the President may prescribe, stall appoint such attorneys -in -fad, as may be necessary to act In behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations Such attomeys-In-fact subject to the limdabons set forth In their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation When so executed, such Instruments shall be as binding as lf signed by the President and attested to by the Secretary Any power or authority granted to any representative or attorney - In -fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority ARTICLE )III — Execution of Contracts — SECTION 5 Surety Bonds and Undertakings Any officer of the Company authorized for that purpose in writing by the chairman or the president and subject to such Omitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fad, as may be necessary to ad in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surely obligations Such attomeys-in-factsubject to the limitations set forth In their respective powers of attorney, shall have fug power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company When so executed such Instruments shall be as binding as if signed by the president and attested by the secretary Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M Carey, Assistant Secretary to appoint such attorneys - in -fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surely any and all undertakugs, bonds, recognizances and other surely obligations Authormatron — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, whenever appearing upon a certified copy of any power of attorney Issued by the Company in connection with surety bonds, shag be valid and binding upon the Company with the same force and effect as though manually affixed I, Gregory W Davenport, the undersigned, Assistant Secretary, of Amencan Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West Amencan Insurance Company do hereby certdy, that the onginal power of attorney of which the foregoing is a fug, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked IN TESTIMONY WHEREOF, I hive hereunto set my hand and affixed the seals of said Companies this 8th day of July 2015 �.NC CASG At-INSUgA Jr�SY INSV �NINSUo B y 1906 0 1912 s = 1919 1991 GregoryW Davenport, Assistant Secretary b�h.�HA �.a'L ate) �SS'.It!= S.[ HAM !� � M'OIAN►! CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Civil Code § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document State of California ) ) ss County of Los Angeles ) On ��L 2015, before me, Natalie K Trofimoff, Notary Public, personally appeared Noemi Quiroz , who proved to me on the basis of satisfactory evidence to be the person{) whose name{) isA3fe subscribed to the within instrument and acknowledged to me that 4e�sheA4ey executed the same in 4+qherA4_-w authorized capacity4s4, and that by #+qherA", signature{) on the instrument the person{), or the entity upon behalf of which the person{) acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct WITNESS my hand and official seal V, NATALIE K. TROFIMOFF ,�r,� �_ Commission No 1957481 Z NOTARY PUBLIC-CALIFORNIA �e I LOS ANGELES COUNTY f (Seal) Signature. a Natalie K Trofimoff, Notary Pu c