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Sancon Engineering, Inc - 2014-08-04
',RECEIVED BY- CITY CLERK RECEIPT COPY Q- l � Return DUPLICATE to ,t �`>; 1/i City Clerk's Office (Name) ',,, after signing/dating (Date) CITY OF HUNTINGTON REACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM:, City Clerk DATE: i SUBJECT: Bond Acceptance 1 have received the bonds for1f��`J �''/ l /rL1L1fL � (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. u - - payment Bond (Labor and Materials) Bond No. ., Warranty or fiflai^tenance 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. Approved ` /v- (Councif/lpproval Date) CC No. Agenda Item No. l MSC No. u City Clerk Vault No. Other No. SIRE System ID No. g:/forms/bond transmittal to treasurer City of Huntington Beach INTER-DEPARTMENT COMMMUNICATION HUNTINGTON BEACH TO: THOSE LISTED HEREON FROM: David Verone O'V. 9� DATE: 3-4-2015 SUBJECT: Retention Release Payment Company Name: Sancon Engineering, Inc. Address: 5481 Engineer Drive City, State and Zip Code: Huntington Beach, Ca 92649-1127 Phone Number: (714) 891-2323 Business License Number:A200298 Local Address: NA Notice of Completion Date:2/9/2015 Contract Purpose: CC1478-2013/14 Sewer Rehabilitation Project 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 on the subject at this ti e. 3 Date �T^��vis K. Hopki s, Public Works Director I certify that there are no outstanding invoices on file. 31 ID it Date Joyce Za tks Deputy City Treasurer I certify that no stop notices are on file on the subject contract, and that a guaranty bond has been filed with this office. Date o n Flynn, Ci Clerk All 0, Retention_Release_Payment.doc 3/4/2015 4:19:00 PM Certification of Compliance with Title VU 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.O.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: C d Project: _ I I `Awry ��a� �i�'A.;�'t(� l�h�j e!C'J- 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, creed, color, sex, 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, creed, color, sex, 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_��jD'tld.h-� ,20 at t � -�Dr ,California. I�G�-vim n (Type Contractor�Narma By: Name: [Type an, f ' Title: [Type itle A oRNEX D 9 t- 1 245911.1 Certification of Compliance with Prevailing Wage Laws To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Prevailing Wage Laws Contract: Project: 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_l___day of �, 20 S at 1_,('�✓���'�'1 ,California. IhCC►'1 'M e (Type Contractor Na e) By: Name: [T e N ] wL Q Title: [Tye Title] I AL107��DS CITY ATTORNEY TL3 0�•ab •� 1 247542.1 CON CTOR9 CERT—MICAIE I, �44K� APLSO k--�S ,state and certify that: (Name of Declarant) i ��l.1coN NL,tNe6izj N & NC , is the general contractor to the City of Huntington Beach ("City") on Contract No. r C, (the "Contract") for the construction of the public work of improvement entitled: 7o13 /2o LI T-8111DnJ (the"Project"). 2. 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). 3. 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"): �o?�JE 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. 5. 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"): lAoriE I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at *.rrw w N 6wil. C8 _on this day of� B wA R-`/ , 201 S. (Signature of Declarant) APPROVED AS TO FORM By: g171b "11,3 3• Zo'Ot� Name: [Type Name] Title: [Type Title] 1 20914.1 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) 0 , CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Cler DATE: SUBJECT: Bo d Acceptance have received the bonds for (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. Q 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. Approved / (Counc'Aphroval Datel CC No. Agenda Item No. MSC No. City Clerk Vault No. S7) Other No. SIRE System ID No. Q g:/forms/bond transmittal to treasurer MAINTENANCE BAND #1028637-MAINTENANCE KNOW ALL MEN BY THESE PRESENTS: That: SANCON ENGINEERING, INC. [contractors name] 5841 ENGINEER DRIVE.HUNTINGTON BEACH_ CA 92649 [contractors street address,city and state and zip code) as Principal(hereinafter called Contractor), and: HANOVER INSURANCE COMPANY [surety's name) 5 HU_T_T_ON CENTRE DRIVE,#1060 SANTA ANA, CA 9270 [surety's street address,city and state and zip code] a corporation organized and existing under the laws of the State of NEW HAMPSHIRE with its principal office in the City of WORCHESTER.,MA as Surety (hereinafter called Surety), are held firmly bound unto CITY OF HUNTINGTON BEACH as Obligee (hereinafter called Owner), in the amount of- ONE HUNDRED SEVENTY-TWO THOUSAND,FOUR HUNDRED,SIXTY swafs-($ 172,466.00 }, for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns,jointly and severally,firmly by these presents, WHEREAS,Contractor has by written agreement dated SEPT. 2,2014 entered into a contract with Owner for the FY-2013/2014 SEWER REHABTI JTATT0N PROTECT in accordance with drawings and specifications prepared by CITY OF HUNTINGTON BEACH which contract is by reference made a part hereof(hereinafter referred to as the Contract);and WHEREAS,the Contract provides that the principal will 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 WHEREAS,the 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 WHEREAS, the Contract has been completed, and the Owner, Contractor and Surety agree that the commencement date for this Guarantee and Bond shall be FEB. 5,2015 ,20_ NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION 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 andior replace any and all defects arising 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 extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Surety shall, within thirty (30) 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 arising 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. 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 1 1a2567/50583 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) arrange 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 defaults) 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 16TH day of FEBRUARY ,2015 Principal Raised Corporate Seal SANCON ENGINEERING, INC. [MUST BE AFFIXED] (Contractor Name) QBy:. (Seal) Principal Raised Corporate Seat l tluc� ra2`.t�►-�5 (MUST BE AFFIXED] Ice,?f'12E.4t1>fw7 (Title) HANOVER INSURANCE C0111,4PANY (Surety Name) By: 4 (Seal) Michael R. L gan, Atto ey in Fact NOTES: 1. Aeknowledgmenis must be completed and returned as part of 1he bond. J�cGRATH, D AS TO FORM 2, Raised Corporate Seals are mandatory. 3. Pleas attach flower of Attorney, f City Attoritox 2 10 2567/50583 ACKNOWLEDGMENT A notary public or other officer completing this certrticate veriffes oniy the identity of the inamduat 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 before me, (insert:name and title of the officer) personally appeared Michael P, Langan 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/shetthey 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. RA AS WITNESS my hand and official seal. COMM. #1980954 z 0 Notary Public•California o Z Los Angeles County �y Comm.Expires June 27.20i6 Signature ' } l (Seal) ACKNOWLEDGMENT State of California County of Orange On February 24, 2015 before me, C.Vizcarra, A Notary Public (insert name and title of the officer) personally appeared Charles Parsons who proved to me on the basis of satisfactory evidence to be the person whose name*is/ems subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/�ltl�authorized capacity and that by his/I�tpir signatureW on the instrument the person(., or the entity upon behalf of which the person("cted, 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 m hand and official seal. C. CARRA y '� Commission No. 1996629 n �. + NOTARY PUBLIC-CALIFORNIA ORANGE COUNTY FF Signature �� (Seal) »-. .. 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 laws of the State of Michigan,do hereby constitute and appoint Michael R.Langan of Pasadena,CA and each is a true and lawful Attomey(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United Staters,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances, undertakings,contracts of indemnity or other 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 Attorney(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 pr any Vice President,in conjunction with any Vice President,be and they are hereby authorized and empowered to appoint Attomeys-in-fact of the Company,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 the seal of the Company.Any such writings so executed by such Attomeys-in-fact 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. THE HANOVER INSURANCE COMPANY MASSACHUSETTS SAY INSURANCE COMPANY � CITIZENS SURAN/C�IOMIPANY OF AMERICA Im t Robert Thomas,Vice President THE COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER )ss. Joe Brenstrom.Vice 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. IDJykurtrcrss�s:i�r�sS�.W'.21.2C56 -- Barbara A.Garlick,Notary Public My Commission Expires September 21,2018 I,the undersigned Vice President of The Hpnover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foripping 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 ofAttorney 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 Powers of Attorney 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 Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 16 th day of February 2015. THE HANOVER INSURANCE COMPANY MA SA HUSE BAY INStIRAINCE COMPANY CIT ZEN I U CE OF AMERICA J. ! e,Vice es nt CONSENT OF SURETY TO OWNER: CITY OF)JUINUINGTON BEACH ff REDUCTION IN OR RELEASE OF CONTRACTOR: SA,AICON ENGINEERING, RETAINAGE INC. SURETY: HANOVER INSURANCE CO. OTHER: ❑ PROJECT:FY 2013-2014 SEWER REHABILITATION Bond Number: 1028637-MAINTENANCE TO OWNER: PROJECT NAME: FY 2013-2014 SEWER REHABILITATION 'CITY OF HUNTINGTON BEACH, CA PROJECT NO: L CONTRACT DATE:SEPT.2, 2014 In accordance with the provisions of the Contract between the Contractor and the Owner as indicated above,the (here insert name and address of Surety as it appears in the bond). HANOVER INSURANCE COMPANY 5 HUTTON CENTRE DRIVE, SUITE 1060 Santa Ana,CA 92707 ,SURETY on bond of(here insert name and address of Contractor as it appears in the bond) Sancon Engineering,Inc. 5841 Engineer Drive Huntington Beach,CA 92649 ,CONTRACTOR (PRINCIPAL) hereby approves the reduction in or release of retainage to the Contractor as follows: Release of Retannage to_0_%of work complete equaling,$ 0 as of FEBRUARY 5,2015 The Surety agrees that such reduction in or release of retainage to the Contractor shall not relieve the Surety of any of its obligations to CITY OF HUNTINGTON BEACH ,OWNER (OBLIGEE) as set forth in the said Surety's bond. IN WITNESS WHEREOF, the Surety has hereunto set its hand this FEB. 16th,in the year of 2015. HANOVER INSURANCE COMPANY Surety Signature of A thorized Re esentative Michael R.Langan Attest: (Seal): Title: Attorney in Fact AIA FORM- Consent to Reduce Retention 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-balifomia County of Los Angeles ©n F���6 r Zfl► before me, >a (insert name and title of the officer) personally appeared Michael R. Langan who proved to me on the basis of satisfactory evidence to be the person(sjwrhose namew is/am subscribed to the within instrument and acknowledged to me that he/sheithey executed the same in his/her/their authorized capacity(iies), and that by histher/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the iristrtument t certify under PENALTY OF PERJURY under the lawns of the State of California that the foregoing paragraph is true and correct. RAQt1�L,N@�lk5 WITNESS my hand and official seal_ o COMM. #1980954 � +r Natary Public-Cakfamia M Los Mimes Cowly O Comm. Jute V.�i6 Signature � t � y� � (Seal) � r This Document was electronically recorded by PLEASE COMPLETE THIS INFORMATION City Of Huntington Beach RECORDING REQUESTED BY: Recorded in Official Records, Orange County Hugh Nguyen, Clerk-Recorder II I I II 11111111111111111111IIIIIIII11111111111111111111 IIIIIINO FEE 2015000059912 08:31 am 02/09/15 WHEN RECORDED MAIL TO: 65 Sec4 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CITY OF HUNTINGTON BEACH Attn: David Verone P.O. Box 190—2000 Main Street Huntington Beach, CA 92648 THIS SPACE FOR RECORDER'S USE ONLY TITLE OF DOCUMENT 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 Sancon Engineering, Inc. who was the company thereon for doing the following work to-wit: FY 2013114 SEWER REHABILITATION, CONSTRUCTION CONTRACT-1478 That said work was completed February 2, 2015 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 February 5, 2015, per City Council Resolution No. 2003-70 adopted October 6, 2003. That upon said contract Hanover Insurance Company was surety for the bond given by the said company as required by law. 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. Dated at Huntington Beach, California,this February 5,2015. Director of Public Wdrks(cir City Engineer 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. 1 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. Dated at Huntington Beach, California,this February 5, 2015. _ � - v Director of Public Works or City Engineer This document is solely the official business of City of Huntington Beach, California the City of Huntington Beach, as contemplated under Government code section. 6103 and should be recorded free of charge. THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) RECEIV D BY: ' CITY CLERK RECEIPT COPY r, Return DUPLICATE to Clerk'sCity Office (Name) �` after s gning/dating (Date) A CITY OF HUNTINGTON BEACH . INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk/ z DATE: / C SUBJECT: Bond Acceptance have received the bonds for 0 /'✓l r ?r �— r tab (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) r� Performance Bond No. � d ' ' 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. Approved �`� ` / (Council Approval Date) CC No. ! Agenda Item No. MSC No. r City Clerk Vault No. Cam' Other No. SIRE System ID No. 1rZ g:/forms/bond transmittal to treasurer CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND SANCON ENGINEERING, INC. FOR FY 2013/14 SEWER REHABILITATION PROJECT TABLE OF CONTENTS Page No. 1. STATE OF WORK;ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK;PLANS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 4 5. TIME OF THE ESSENCE 4 6. CHANGES 5 7. NOTICE TO PROCEED 6 8. BONDS 6 9. WARRANTIES 7 10. INDEPENDENT CONTRACTOR 7 11. LIQUIDATED DAMAGES/DELAYS 7 12. DIFFERING SITE CONDITIONS 9 13. VARIATIONS IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS 11 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 11 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 12 17. WAIVER OF CLAIMS 12 18. INDEMNIFICATION,DEFENSE, HOLD HARMLESS 12 19. WORKERS' COMPENSATION INSURANCE 13 20. INSURANCE 14 21. CERTIFICATES OF INSURANCE;ADDITIONAL INSURED 14 22. NOTICE OF THIRD PARTY CLAIM 15 23. DEFAULT&TERMINATION 16 24. TERMINATION FOR CONVENIENCE 16 25. DISPOSITION OF PLANS,ESTIMATES AND OTHER 17 26. NON-ASSIGNABILITY 17 27. CITY EMPLOYEES AND OFFICIALS 17 28. STOP NOTICES 17 29. NOTICES 18 30. SECTION HEADINGS 18 31. IMMIGRATION 19 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED 19 33. ATTORNEY'S FEES 19 34 INTERPRETATION OF THIS AGREEMENT 19 35. GOVERNING LAW 20 36. DUPLICATE ORIGINAL 21 37. CONSENT 21 38. SURVIVAL 21 39. MODIFICATION 21 40. SIGNATORIES 21 41. ENTIRETY 21 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND SANCON ENGINEERING, INC. FOR FY 2013/14 SEWER REHABILITATION PROJECT THIS AGREEMENT ("Agreement") 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 SANCON ENGINEERING, 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 2013/14 Sewer Rehabilitation 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 g/agree/surfnet/cityconst 1 of 22 12/11 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 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), 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; g/agree/surfnet/cityconst 2 of 22 12/11 C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council, and any revisions, amendments or addenda thereto; 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 Department of Public Works of CITY (hereinafter referred to as g/agree/surfnet/cityconst 3 of 22 12/11 "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 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 one hundred seventy two thousand four hundred sixty-five and forty-nine Dollars ($172,465.49), 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 sixty (60) consecutive working days from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 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. g/agree/surfnet/cityconst 4 of 22 12/11 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 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 therefrom 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 g/agree/surfnet/cityconst 5 of 22 12/11 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 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. 8. BONDS 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 all 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. g/agree/surfnet/cityconst 6 of 22 12/11 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. 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, g/agree/surfnet/cityconst 7 of 22 12/11 the sum of five hundred Dollars ($500.00) per day for each and every working day's 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 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 g/agree/surfnet/cityconst 8 of 22 12/11 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 therefor is presented in writing to CITY within fifteen (15) days of the commencement of such delay. 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. DIFFERING SITE CONDITIONS A. Notice: CONTRACTOR shall promptly, and before such conditions are disturbed, notify DPW in writing of. (1) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (2) Unknown physical conditions at the job site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent to work of the character to be performed under this Agreement. DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of g/agree/surfnet/cityconst 9 of 22 12/11 such conditions, an equitable adjustment shall be made and the agreement modified in writing accordingly. B. Time Extension: No claim of CONTRACTOR under this Section shall be allowed unless CONTRACTOR has given the notice required hereunder provided, however, the time prescribed therefor may be extended by CITY. 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, in 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 is 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. g/agree/surfnet/cityconst 10 Of 22 12/11 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. 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 a acceptance of any part of the work. g/agree/surfnet/cityconst I I of 22 12/11 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. 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 g/agree/surfnet/cityconst 12 of 22 12/11 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 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. g/agree/surfnet/cityconst 13 of 22 12/11 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 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 products/completed 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 as Additional Insureds, 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. 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. g/agree/surfnet/cityconst 14 of 22 12/11 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. g/agree/surfnet/cityconst 15 of 22 12/11 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 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. g/agree/surfnet/cityconst 16 of 22 12/11 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 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 g/agree/surfnet/cityconst 17 of 22 12/11 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 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 Sancon Engineering, Inc ATTN: David Verone 2000 Main Street g/agree/surfnet/cityconst 18 of 22 12/11 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 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. g/agree/surfnet/cityconst 19 of 22 12/11 3 3. 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 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. g/agree/surfnet/cityconst 20 of 22 12/11 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. 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 hereinbelow 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, in fact, held by the signatory or is withdrawn. g/agree/surfnet/cityconst 21 of 22 12/11 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 parry 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 in this Agreement. This Agreement, and the attached Exhibit "A", contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers on AL,,&I~Sc 1 S 20 . g/agree/surfnet/cityconst 22 of 22 12/11 CONTRACTOR CITY OF HUNTINGTON BEACH, a municipal core tion the State of California Sancon Engineering, Inc. Ma or By: 0 tic `�j���o N S City Clerk print name ITS: (circle one) Chairman/Preside ice Preside t] INITIATED AND APP OVED: r AND Director of Public torks By: � Le�E'►Tt7 REVIE D APPROVED: print name IT'S: (circle on ecreta . Chief Financial Officer/Asst. Secretary-Treasurer �` it anager APPROVED v AS FORM: � }- �,,� City Attorney g/agree/surfnet/cityconst 23 Of 22 12/11 C=MI&T / SECTION C PROPOSAL for the construction of FY 2013/14 SEWER REHABILITATION PROJECT from PROJECT LIMITS CC No. 1478 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 60 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. G1 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. Accompan ing this proposal of bid, find ►�DE�� s ��+`r in the amount of 6�v 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 w% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: iddenddNo. Date Received idder's Si nature / 72 C-2 SECTION C PROJECT BID SCHEDULE FY 2013/14 SEWER REHABILITATION PROJECT CC-1478 DID ITEMS Item Descripilon - Quantity YJnrt, �Umt Cost Total C64. , No.`_ (EBteps�on) 1 Mobilization/Demobilization 1 LS $ 730o•�0 $ 13O0•dd 2 Furnish Traffic Control 1 LS $ ,J 0O•00 $ 500 • 00 3 Cleaning and preliminary video inspection of 8"sewer main including tree roots and calcium removal 5351 LF $ •00 $ 35'1.00 Cleaning.and preliminary video inspection of 10"sewer main 4 including tree roots and calcium removal 1235 LF $ (• �O $ I.,235•o� 5 Install liner and post video inspection of 8"sewer main 5351 LF (.2q $ 3.922•Z� 6 Install liner and post video inspection of 10"sewer main 1235 LF $ 20•17- $ 84 8.26 7 Grind and re-open sewer service lateral 148 EA $ 20.00 $ 2,9(,O.Ob Construct point repair of major offset joint at Brookhurst St on line A14 of exhibit per Point Repair Detail in specification and HB Std.Plan 503. Item includes all appurtenances including 8 but not limited to pipe, bedding,couplings,temporary bypass pumping and collection,encasement, aggregate and base asphalt concrete to match thickness in kind,and any other 90$,ZS 3y$ SO item required to complete repair. 18 LF $ $ r TOTAL BID AMOUNT(BASIS OF AWARD) $ 1 Z� 6�• TOTAL BID AMOUNT IN WORDS: 0 VLe_ 1ti Xvla re.LA 5 e_-,�Xx\-Vy -T-wo 'TLw v.s o.n d, �'e u� KxAAA re.A SC N-4-Y CZ VP- !7altoss 0.-VNj Cor4y 1J;ne- Cor`-4 -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 I_,IST 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 Iterr'(S)J License _ Amount Contract 'Numb'er ', SND tv,C q Ar�al:a, Ct9- �j/006 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 Stye of California that the foregoing is true and correct and that this declaration is executed on 7 PIY, at A40TIme.Tow Uick , CA ate City State CN(ACY A?..50 t/S , being first duly sworn, deposes and says that he or she is VjCE 1�RESIOEaT of '-'--A epm ENGINEERING 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. CPOAC).(- ?AXxS0NS Name of Bidder 0"�. Signature of Bidder Sft &&A166R 'DR. 9WAM11V&1PJV 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 2013/14 SEWER REHABILITATION 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 he 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. �ANCON C061866POG Contractor 09.0 By Vicc- �RESfDENT Title Date: 7 4 /` C-5 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 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. 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. ,5APCO0 EN 066V-1N G Contractor By Title Date: 7tj tzot'� C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: 5AWO N EN GI JF-6V l IJG Bidder Name SO4( ENGINEER �RtVE Business Address HEN-r(mcmoN -TSEAc-w CA `1Zia�1� City, State Zip (71Y ) 1391 - 23 2? Telephone Number 73( -M State Contractor's License No. and Class UI 27 )9'17 Original Elate Issued v�jai 1201s Expiration Date The work site was inspected by S 9gEt'r M6SSA of our office on 7 L7 , 201`(. The following are persons, firms, and corporations having a principal interest in this proposal: 5APt1Caru Eiy61NI NG. /NC. C-8 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. :SANCOA/ 6V6/41,5EP1 NG Company Name n. =2 Signature of Bi der l NtAGK PARSWJS Printed or Typed Signature Subscribed and sworn to before me this 9/"`day of , 201/4 C.V=ARRA� Vision No. 1996M . •� NWARY PU9=4ALIPORNIA ���'�'� �t ��t MANGE COUNTY NOTARY PUBLIC �L.vf�[� - 9�jCaanE+Gin�OCTO8ER30.20te EAL 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 ¢rester 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. (A"CNTERiA SPWMARY -Disi-ui c-T Name and Address of Public Agency Name and Telephone No. of Project Manager: CRAIG M V PMAY 17 3N, qS 3. 5 5 6" - I S" C I'P-p Contract Amount Type of Work Date Completed Provide additional project description to show similar work: C1 co- 12. and rS- ,^61 Se ltr ;A e„etsS o� 1irl,har 2. lON4 jt EACN kOATEtt 'Damp egr Name and Address of Public Agency C-9 Name and Telephone No. of Project Manager: EV M EN L07 A %2- -S 71 67$ OJq CIpP 8'' 10" 12" O,JGoING Contract Amount Type o Work Date Completed Provide additional project description to show sfimilar work: ISMD66� of a'� 6>3yJ� o CO : 3. CITY op RIANTIAJGTVN ?,EAC-H Name and Address of Public Agency Name and Telephone No. of Project Manager: E;P-kc- (2,"ARLEOWJP— 7/A/-536-S`f30 I se SOO C1'Pf 0" x s, +S 3' e'PT. 2 n 13 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: C-10 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. �}DICK l Et1Z$t�NS Name of proposed Project Manager Telephone No. of proposed Project Manager: 7f 7 - 09/-Z32 3 FA LAMDUPT SEwE ZZ W /11210 CIPp y, 71M• 2003 Project Name& Contract Amount Type of Work Date Completed A$puL SrIU6-r �EwE .1 SO"fbs$ CI?? 5" Aim. 20 t 3 Project Name& Contract Amount Type of Work Date Completed gr��IhAGWDWA 'P(PE t!w IJ f YdSy CIPP 10V. 3 Project Name &Contract Amount Type of Work Date Completed 2. I IM m ILLI6,M] Name of proposed Superintendent r Q Telephone No. of proposed Superintendent: , I LI - 410' �b U -LO l3 Y 12-13 9-w6g` EHA$ 110 50D C,IPY Su Project Name &Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed SEWER CEm641-r `,pe 1?Ams b76 DNGOkQG Project Name& Contract Amount Type of Work Date Completed C-11 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE for FY 2013/14 SEWER REHABILITATION PROJECT C.C. No. 1478 July 1, 2014 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1. In Section E of the Project Specifications, replace the section 500-1.1.4 Cleaning and Preliminary Inspection with the following: 500-1.1.4 Cleaning and Preliminary Inspection. Preliminary closed circuit television (CCTV) and pipeline cleaning shall be performed prior to to any rehabilitation. The Contractor shall protect manholes to withstand forces generated by equipment, water, and air pressure. After cleaning, the Contractor shall also confirm the inside minimum and maximum size (diameter and/or configuration) of the pipeline. The Contractor shall be responsible for the removal of debris from the pipeline and restore the pipeline to a minimum o 95 percent of the original diameter or area, as sown on the Plans or in the Specifications. Pipeline debris as describe as, but is not limited to, calcium deposits, sludge, dirt, sand rocks, grease, roots, and other solid or semisolid materials. Refer to 500-1.2, Pipeline Point Repairs, for the removal of obstructions. [Delete the second paragraph and replace with the following:]. The Contractor shall use High-Velocity Hydraulic (Hydro-Cleaning) Equipment(per(b)) to clean the pipelines and root cutters or porcupines attached to the winches for calcium and tree root removal. The Contractor shall assume that most pipes require normal cleaning (at a minimum three passes)with Hydro-Cleaning Equipment and others will require extensive cleaning (at a minimum three passes)with additional use of root and calcium removal equipment. CCTV inspections are available to Contractor for viewing of existing conditions at the project locations. Contractor can view videos through by downloading files through Agency Advertised project link at: http://www ebidboard com/public/projects/showproiect.asp?mbrquid=(167CB833-B305-40F6- B121-1 F1 D482930F5}&proiectguid={72123768-l5E9-4139-AAD4-F5FDF34FB7FC} 1 The cost of all cleaning and any required root and calcium removal necessary for lining the pipe shall be included in the bid items for"Cleaning and preliminary video inspection of 8" and 10"sewer main including tree roots and calcium removal" and no additional compensation shall be allowed. [Delete the last paragraph and replace with the following:]. The Contractor shall use a vacuum truck or approved equal to pick- up all debris before it can continue down stream. The Contractor shall dispose of all debris removed from the pipeline, in accordance with current applicable regulations. Any hazardous waste material encountered during the project shall be considered as a changed condition. Refer to 3-4. It is the responsibility of the Contractor to take adequate measures to insure that no debris is allowed to enter the District's trunk sewer. If at any time debris does enter the District's trunk sewer, the Contractor shall clean the trunk sewer to a point downstream as determined by and to the satisfaction of the District. All costs of debris removal and cleaning of the District's trunk sewer shall be borne by the Contractor and no additional compensation will be allowed therefor. Bids will be publicly opened in the Public Works Conference Room on the 15f floor of City Hall, located at 2000 Main Street, Huntington Beach, CA 926.48. This is to acknowledge receipt and review of Addendum Number On d July 1, 2014. �PNGaN �vG(�EER.1 NG Company Name By 71 / Dat 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. -2- CIPP Corporation Pipe Wall Thickness Design ASTM F1216-09-FULLY DETERIORATED GRAVITY FLOW Using the Marston Formula and the Boussinesq Formula Copyright October 3,2001,PEC Inc.,Helena,Montana Updated 10-15-2013 PROJECT: Huntington Beach Dead Load(W.)=(Cd)(W)(B.)(BJ [Marston's formula,trench condition,flexible pipe,Equation 9.5,G.S.S.D.C.,p.171] Cd= loading coefficient= 1-e"[(-2)(ku')(H)/(Bd)] (2)(ku') H= Height of soil above crown of pipe(ft.)= to feet Bd= Trench width(ft.)= t feet ku'= Negative settlement ratio product= 0.13 [Ku'=0.13 ditch condition,0.19 projection condition] W= Soil Density(Ib/fe)= 120 Ib/fe [W-use 120 to 125 Ib/cf if no data available] B�= Diameter of Pipe(in)= 8 inches Cd= 3.56 Dead Load(W.)= 284.8 lb/ft Live Load(WJ=(CJ(P)(F)/L [Boussinesq's Formula,integrated by Holl] Ws= Live Load on Conduit(/If) [G.S.S.D.C.] C.= Live Load Coefficient= 0.005 [G.S.S.D.C.] P= Wheel Load(lb)= 76.000 pounds F= Impact Factor t see table Hi hwa s Railroads L= Effective Length(assume 3') 3 Fill Ht. impact Factor Fill Ht. impact Factor Live Load(W.)= 26.7 �blft b/ft 0'-T 1.3 0'cover 1.4 T-2' 1.2 10'cover 1.0 Total Load(Wta=W�+WJ= 311.5 2'-3' 1.1 (Prorate for fill 0'to 10') over 3' 1.0 External Pressure on Pipe q,= External Pressure on Pipe = (Y„,)(H„,)+(R„,)(W,)/D+W,/D [Hydraulic,Soil,and Live Load Pressures] W,= Vertical Soil Load (G.S.S.D.C. -Gravity Sanitary Sewer Design =(YJ(H)(D)/144= 5.56 pounds and Construction-ASCE Manuals and Y„,= Specific Weight of Water(lb/in3)= 0.0361 Win' Reports on Engineering Practice No.60. H„,= Height of Water above top of pipe(ft) feet WPCF Manual of Practice No.FD-5, Rw= Water Buoyancy Factor Copyright 1982) =1-(0.33)(HHJH)= 0.77 Y.= Soil Density(Ib/ft3)= 120 Ib/ft3 (F.P.P. - AWWA Standard for Fiberglass Pressure Pipe,American National Std. External Pressure on Pipe(qa)= 9.72 lb/in' ANSI/AWWA C950-88,Copyright 1989) Thickness Required for Buckling Pressure q,_ (1/n)`[(32)(RN,)(B')(E')(EI)(C)/D3]i1121 [ASTM F1218-09 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 El= Pipe Wall Stiffness Factor elasticity,and assuming noncompressible pipe bedding(v=0.5)] =(120(0/12 I= [(D)((%'N))']/[32`(Rw)(B-)(E')(EJ(C)l I= (0.721)(D) [(ga'N)2/(Rw)(B')(E')(EJ(C)](vs) N= Safety Factor= 0= Oval Deformation= 2 000% [0=(Mean Diameter-Min Diameter)/Mean Diameter] C= Ovality Factor =[(1-O)/(1+0)2)3 0.836 Rw Water Buoyance Factor= 0.77 B'= Coefficient of elastic support =1/[1+(4)(eA(-.065H))]= 0.324 EL= Long-Term Modulus of Elasticity= 5o.000, psi [EL- 50%of Short Term Modulus] E'= Modulus of Soil Reaction(psi)= 1,000 psi E'=1,000 for soil meeting conditions in table: Soil Class %Compaction _............ SC1 Dumped Minimum Wall Thickness(t)= 0.132 inches or 3.4 mm SC2 85% Recommended Wall Thickness(t)= 0.18-inches or 4.5 mm SC3 90% SC4 95% Note: See ASTM 3839-94a. Check Proposed Thickness for Allowable Deflection of Flexible Pipe y= [(D1)(K)(W.+WJ(r3)]/[EI+(0.061)(E')(r3)] [Modified Iowa Formula,Equation 9.17,G.S.S.D.C.,p.210] r=(D/2) SDR=D/t E 1=EL(t3)/12 W,.=WC+Ws y= [D1)(K)(Woo)]/1E1/(1.5)(SDR3)+(0.061)(E')] PgOFLc4 D1= deflection lag factor= 1.50 r K= bedding factor= 0.11 \����lI�F DER/c��p� W.= load on unit x-section of pipe= 25.96 Ib/in EL= Long-Term Modulus of Elasticity= 150,000 psi SDR= calculated with Min.Wall Thickness= 60.6 'V r- SDR=proposed= 44.4 (used for deflection check) ¢ O ENO. c+ � Z y= deflection (inches) 0.0689 inches = " " �V T� T y(%)=deflection divided by diameter= 0.86% Typically OK if less than 5% * �/3 r� .z 2 Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216 Eqn X1.4 pp6) IL Fyn. E= Initial modulus of elasticity E/12(SDR3)>.093 in-lbs. 0.28476663 Okay if greater than 0.093 LIFO T'� h- - Vipel@ L,704-NET 11 1WoM,Fx derinRmnT'echtwtogy R Series Polyester Resin Product Information Vipel@ Isophthalic Based Resin for Underground Sewer Pipe Liners o Ir Nominal i Viscosity @ 77°F/25°C,RVF Brookfield Spindle#4 @ 20 RPM,cps. 5,600 Thix Index 2/20 4.3 Color Opaque Specific Gravity @ 770F/250C 1.11 Non-Volatiles,% 62 DESCRIPTION Gel Time @ 140OF with The Vipel@ L704-NET-11 is a high (1.0%Di-(4-tert-butyl-cyclohexyl) molecular weight isophthalic/unsatur- peroxydicarbonate and 0.5% ated polyester resin. Vipel@ L704-NET- Trigonox®KSM),minutes 10 11 Series provides the corrosion resis- Pot Life @ 770F/250C tance, durability and toughness that is (1%Di-(4-tert-butyl-cyclohexyl) required for cured in place pipe appli- peroxydicarbonate and+0.5% cations. Refer to the AOC Corrosion Trigonox®KSM),hours 45 Resistant Resin Guide for corrosion re- sistance information listed under Vipel@ Trigonox is a trademark of Akzo Nobel Chemicals E701. TYPICAL CAST MECHANICAL PROPERTIES* '(2),—q back,pasioFEATURES Test Method ■ Excellent catalyzed pot life Tensile Strength,psi/MPa 13,500/93.1 ASTM D 638 ■ Superior mechanical properties Tensile Modulus,psi/GPa 600,000/4.1 ASTM D 638 Tensile Elongation,% 3.0 ASTM D 638 High molecular weight Flexural Strength,psi/MPa 23,300/161 ASTM D 790 ■ High viscosity version Flexural Modulus,psi/GPa 630,000/4.3 ASTM D 790 Heat Distortion Temperature, °F/°C @ 264 psi 212/100 ASTM D 648 BENEFITS Barcol Hardness 40 ASTM D 2583 Adaptability AOC's Vipel@ L704-NET-11 molecu- lar architecture provides an excellent bal- *Typical properties are not to be construed as specifications. ante of corrosion and physical proper- ties. f Vipel®L704-NET 11 Polyester Resin PERFORMANCE GUIDELINES ISO 90011:2000 CERTIFIED A. Keep full strength catalyst levels The Quality Management Systems at between 1.0% - 3.0%of the total resin every AOC manufacturing facility have weight. been certified as meeting ISO 9001:2000 standards.This certification B. Maintaining shop temperatures be- recognizes that each AOC facility has an tween 65°F/ 18°C and 90°F/32°C and internationally accepted model in place humidity between 40% and 90% will for managing and assuring quality. We help the fabricator make a high quality follow the practices set forth in this model part. Consistent shop conditions con- to add value to the resins we make for our tribute to consistent gel times. customers. STORAGE STABILITY FOOTNOTES Resins are stable for three months from date of production when stored in the The pot life times shown are typical but may original containers away from sunlight be affected by catalyst, promoter and inhibitor at no more than 70°F/21°C. After ex- concentrations in resin,and environmental tem- perature.Variations in gelling characteristics can tended storage,some drift may occur in be expected between different lots of catalysts gel time, and at extremely high humidities. Pigment and fillers can retard or accelerate gelation.It is rec- ommended that the fabricator check the gelling During the hot summer months,no more than two months stabilityat 86°F/30°C characteristics of a small quantity y of resin under actual operating conditions prior to use. should be anticipated. Based on tests on Vipel,rm L704-NET-11 SAFETY pipe at 77°F/25° and 50% relative humidity. Ccastings were prepared using 1.0%Perkadox 16 See appropriate Material Safety Data and 0.5 Trigonox C. Sheet for guidelines. The information contained in this data sheet is based on laboratory data and field experience. We believe this information to be reliable,but do not guarantee its applicability to the user's process or assume any liability for occurrences arising out of its use.The user,by accepting the products described herein,agrees to be responsible for thoroughly testing each such product before committing to production. Our recommendations should not be taken as inducements to infringe any patent or violate any law,safety code or insurance regulation. 950 HIGHWAY 57 EAST CO Z�[n[c@ COLLIERVILLE,TN 38017 WoddLeadermRmnTechnology www.aoc-resins.com ASIA, MIDDLE EAST NORTH AMERICA & LATIN AMERICA EUROPE Tel: 001(901)854-2800 Tel: 001 (863)815-5016 Tel: (44) 1473 288997 Fax:001 (901)854-7277 Fax:001 (863)815-4733 Fax:(44)1473 216080 sales@aoc-resins.com international@aoc-resins.com europe@aoc-resins.com Pub.No.F-AOC-Vipel®L704-NET-I I Copyright©2004,AOC L.L.C. Effective Date: February,2006 AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach Thickness Calculations for 8-Inch AM-LINER" PVC Pipe Liner AM-Liner" Dimensions Liner Diameter (in.) 8 in Liner Thickness (in.) 0.246 in Liner SDR 32.5 AM-Liner" Physical Properties j Initial Tensile Stress (psi) j 3600 psi Initial Flexural Strength (psi) 4100 psi Initial Flexural Modulus of Elasticity (psi) 145,000 psi Long-Term Modulus of Elasticity (psi) 72,500 psi Existing Host Pipe Characteristics Existing pipe fully deteriorated Ovality (%) 2 % Soil Characteristics Type of Soil clay_ w = Soil density (pcf) �— 120 pcf Es = Soil modulus (psi) 1000 psi Safety Factor (N) 2.0 H = Max soil height over pipe (ft) 10 ft Hw = Assumed height of water above pipe (ft; 7 ft n3�1V-0 -�tnr� �d w9t/Lc/s dx- 0 m Z w co Go 2 , a)> �y SANCON TECHNOLOGIES, INC. 7/10/2014 b 0/SS330�e E. AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach Thickness Calculations for 8-Inch AM-LINERII PVC Pipe Liner 1 Determine the loading on the pipe using the modified Marston Formula and the Boussinesq Formula Base Equation: Total Load (Wtot) = WC + WI I Dead Load (Wc) = Cd * w * Bc * Bd (Marston Formula) Cd = loading coeficient Cd = 1 - eA(-2 * ku' * H/Bd) 2 * ku' e = 2.718 H = Height of soil above pipe H = 10 ft ku' = .130 1 ku' =l 0.13 w = soil density (psf) w = 120 pcf Bc = diameter of pipe (in) BC = 8 in Bd = trench width (ft) Bd = 2.67 ft Cd = 2.40 Dead Load (W j We = 510.99 Ibs/ ft. Live load (W,) = C, * P * (1 +If) C, = Live load coeficient (/ft) for Two Passing Trucks) CI = 0.0040 P = wheel load (lb) P = 16,000 lb If = impact factor = .766 -(.133 * H) ( 0 <=1f<=.5) If = 0.00 WI = 64.0 Ibs/ ft. Therefore: Total Load (Wtot = We + WI) Wtot = 574.99 Ibs/ ft. QAOFESS�� CO �C3. 26173 m z w 0 EXP ,Gi/1 h o r Z:. r�7 A F �\�O SANCON TECHNOLOGIES, INC. Nic edetto, P.E. AM-LINER1I PIPE THICKNESS CALCULATIONS City of Huntington Beach Thickness Calculations for 8-Inch AM-LINERII PVC Pipe Liner 2. Determine External Pressure on Pipe Base equation: qa (psi) = Yw * Hw + (Rw * Wc)/D + WI/D Where: We = vertical soil load = (Ys * H * D) / 144 Modified equation qa (psi) = Yw * Hw * 12in./ft. + (Rw * Ys * H) /144 + WI / (D * 12in./ft.) where: Yw = Specific weight of water (lb/in A3) Yw = .0361 lb/in A3 Hw = Height of water above pipe (ft.) Hw = 7.00 ft Rw = Water Buoyancy Factor = 1-.33(Hw/H) Rw = 0.77 Ys = Soil Density (lb/ft^3) I Ys = 120 pcf H = Height of soil above pipe (ft) H = 10 ft WI = Live load (lb/ft) I WI = 64 lb/ft D = Pipe Diameter (in.) D =j 8 in Therefore: External Pressure on the pipe (qa) qa = 10.11 psi pApFESS10A )IFRlCkl,�9l Q <( co c. IUO, 26173 m z w 0 EXP i3/;3` 16 G fi �-9 O 1 SANCON ENGINEERING II, INC. P.E.] AM-LINER II PIPE THICKNESS CALCULATIONS City of Huntington Beach Thickness Calculations for 8-Inch AM-LINERII PVC Pipe Liner 3.Thickness Required for Buckling Pressure Base Equation qa + C/N * (32*Rw*B'*Es*EI/DA3)A.5 Modify the Base Equation by adding the following substitution: El = Pipe Wall Stiffness Factor = El * (tA3)/12 I I Modified Equation: t = 0.721 * D * ((N * qa/C)"2/(EI * Rw * B' * Es))".333 where: = Moment of Inertia (in A4/in) = t"3/12 t = minimum liner thickness (in) D = Pipe diameter (in) D = 8 in N = Safety Factor N =F 2 qa = external pre sure on pipe (psi) qa = 10.11 psi Ovality of Pipe (%) 2 C = Ovality Factor = ((1 - % ovality/100)/(1 + % ovality/100)r3 C 0.84 El = Long term modulus of elasticty (psi) El = 72.500 psi Rw = Water Buoyance factor Rw = 0.96 B' = coefficient of elastic support = 1/(1 + 4* e"(-0.065 * H)) B' = 0.32 Es = Modulus of soil reaction (psi) Es = 1,000 psi H = Height of Soil above pipe (ft) H = 10 ft Minimum thickness required for AM-LINER' is tmin = 0.171 in. Use Standard SDR 32.5 AM-LINER"-with thickness of = 0.246 jin. QAO�ESS/OA1 < NO 0rn r n �7 SANCON TECHNOLOGIES, INC. ick E. TF OF 0 Pti�F Data sheet AW : Ile PATENTED the trenchless manhole-to-manhole sewer pipeline rehabilitation system WEM. ® AM-LINIERH is manufactured from a polyvinyl chloride compound * specially formulated for pipeline rehabilitation. ❑ Y � � DAM-LINER is resistant to all normal sewer effluents due to the superior chemical and flame resistant properties of polyvinyl x chloride. 10 AM-LINTER" is manufactured to SDR 32.5 and SDR 26 to line sewer pipe from 6-inch to 12-inch diameter. ® AM-LINIERll conforms to ASTM Standards F-1867 and F-1871. Physical Properties Coefficient of Linear Thermal Expansion*.....ASTM-D696 4.17x105in./in./°F After installation AM-LINER° forms Tensile Strength............................................................ASTM-D638 3600 PSI Min. a tight molded fit against the walls Tensile Modulus............................................................ASTM-D638 155,000 PSI Min. of the existing pipeline. Tensile Elongation.......................................................ASTM-D638 150% Min. Flexural Strength..........................................................ASTM-D790 4100 PSI Min. Flexural Modulus..........................................................ASTM-D790 145,000 PSI Min. Specific Gravity.............................................................ASTM-D792 1.28 IZOD impact....................................................................ASTM-D256 1.2 ft. lbs./in Min. Brittleness Point......................................................:.....ASTM-D746 32.9 °F 'Tested using a compression molded sample. AM-LINTER" is manufactured by American Pipe & Plastics, Inc. P.O. Box 577, Binghamton, NY 13902 �EMBEQ PH: 607-775-4340 FX: 607-775-2707 Web Site: www.amliner.com 1-Z CIPP Corporation Pipe Wall Thickness Design ASTM F1216-09-FULLY DETERIORATED GRAVITY FLDW Using the Marston Formula and the Boussinesq Formula Copyright October 3,2001,PEC Inc.,Helena,Montana Updated 10-15-2013 PROJECT: Huntington Beach Dead Load(W.)=(Cd)(W)(BJ(Bd) [Marston's formula,trench condition,flexible pipe,Equation 9.5,G.S.S.D.C.,p.1711 Cd= loading coefficient= 1-e%-2)(ku')(H)/(Bd)] (2)(ku') H= Height of soil above crown of pipe(ft.)= io feet Bd= Trench width(ft.)= t feet ku'= Negative settlement ratio product= 0.13 [Ku'=0.13 ditch condition,0.19 projection condition] W= Soil Density(Ib/ft)= 120 Ib/fe [W-use 120 to 125 Ib/cf if no data available] B.= Diameter of Pipe(in)= to inches Cd= 3.56 Dead Load(W.)= 356.0 Ib/ft Live Load (W,)=(C,)(P)(FuL [Boussinesq's Formula,integrated by Holl 1 W,= Live Load on Conduit(/If) [G.S.S.D.C.] C,= Live Load Coefficient= 0.005 [G.S.S.D.C.] P= Wheel Load(lb)= ts.000 pounds F= Impact Factor see table Hi hwa s Railroads L= Effective Length(assume 3') 3 L23 Impact Factor Fill Ht. Impact Factor Live Load(W,)= 26.7 Ib/ft cover 1.4 'cover 1.0 Total Load(Wta=W,+W,)= 382.7 Ib/R 1.1 (Prorate for fill 0'to 10') 1.0 External Pressure on Pipe %= External Pressure on Pipe = (Yw)(Hw)+(Rw)(WJ/D+W,/D [Hydraulic,Soil,and Live Load Pressures] W�= Vertical Soil Load (G.S.S.D.C. -Gravity Sanitary Sewer Design =(Y,)(H)(D)/144= 6.94 pounds and Construction-ASCE Manuals and Y.= Specific Weight of Water(lb/in3)= 0.0361 Ib/in' Reports on Engineering Practice No.60. Hw= Height of Water above top of pipe(ft)= 7.0 feet WPCF Manual of Practice No.FD-5, Rw= Water Buoyancy Factor Copyright 1982) =1-(0.33)(Hw/H)= 0.77 Y.= Soil Density(lb/ft)= 120 Ib/ft3 (F.P.P. -AW WA Standard for Fiberglass Pressure Pipe,American National Std. External Pressure on Pipe(qa)= 9.66 Ib/in' ANSI/AWWA C950-88,Copyright 1989) Thickness Required for Buckling Pressure q,_ (1/n)'[(32)(R„,)(B')(E')(EI)(C)/D3]I1121 [ASTM F1216-09 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 El= Pipe Wall Stiffness Factor elasticity,and assuming noncompressible pipe bedding(v=0.5)] =(E,)(e)/12 I= [(D3)((ga N))2]/(32'(R.)(B')(E')(EJ(C)1 t= (0.721)(0) [(qa N)2/(Rw)(B')(E')(EJ(C)]""' N= Safety Factor= O= Oval Deformation= z 000ss [0=(Mean Diameter-Min Diameter)/Mean Diameter] C= Ovality Factor =[(1-0)/(1+0)21' 0.836 Rw= Water Buoyance Factor= 0.77 B'= Coefficient of elastic support =1/[1+(4)(e^(-.065H))]= 0.324 EL= Long-Term Modulus of Elasticity= 1e9,000 psi [EL- 50%of Short Term Modulus] E'= Modulus of Soil Reaction(psi)= 1,000 psi E'=1,000 for soil meeting conditions in table: Soil Class %Compaction SC1 Dumped Minimum Wall Thickness(t)= 0.165 inches or 4.2 mm SC2 85% Recommended Wall Thickness(t)= 0. 88 inches or 4.5 mm SC3 90% SC4 95% Note: See ASTM 3839-94a. Check Proposed Thickness for Allowable Deflection of Flexible Pipe y= [(D1)(K)(Wc+WJ(r3)1/[EI+(0.061)(E')(r')] [Modified Iowa Formula,Equation 9,17,G.S.S.D.C.,p.2101 r=(D/2) SDR=D/t E 1=EL(t)/12 W,a=Wc+W: y= (D1)(K)(W,a)1/(E1/(1.5)(SDR)+(0.061)(E')l QPVE.SSIOV 01= deflection lag factor= 1.50 K= bedding factor= 0.11 Wta= load on unit x-section of pipe= 31.89 lb/in EL= Long-Term Modulus of Elasticity= 150,000 psi ti m SDR= calculated with Min.Wall Thickness= 60.6 vJ 2 17 G (n SDR=proposed= 55.6 (used for deflection check) y= deflection (inches) 0.0854 inches y(%)=deflection divided by diameter= 0.85% Typically OK if less than 5% Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216 Eqn X1.4 pp6) TF G E C PL�F E= Initial modulus of elasticity= 3oo.000 E/12(SDR3)>.093 in-lbs. 0.1458 Okay if greater than 0.093 AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach Thickness Calculations for 8-Inch AM-LINER" PVC Pipe Liner AM-Liner" Dimensions Liner Diameter (in.) 10 in Liner Thickness (in.) 0.308 in Liner SDR 32.5 AM-Liner' Physical Properties Initial Tensile Stress (psi) 3600 psi Initial Flexural Strength (psi) 4100 psi Initial Flexural Modulus of Elasticity (psi) 145,000 psi Long-Term Modulus of Elasticity (psi) 72,500 psi Existing Host Pipe Characteristics Existing pipe fully deteriorated Ovality (%) 2 % Soil Characteristics Type of Soil clay w = Soil density (pcf) 120 pcf Es = Soil modulus (psi) 1000 psi Safety Factor (N) 2.0 H = Max soil height over pipe (ft) 10 ft Hw = Assumed height of water above pipe ft' 7 ft �aQ��ERiCK �v4`F2 4 co 140.26173 o rn c7 �' EXP•3l3�{i F, m O ,r 'Y E F SANCON TECHNOLOGIES, INC. 7/10/2014 Nick DiBenedetto, P.E. AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach Thickness Calculations for 8-Inch AM-LINERII PVC Pipe Liner 1 Determine the loading on the pipe using the modified Marston Formula and the Boussinesg Formula Base Equation: � Total Load (Wtot) = We + WI Dead Load (Wc) = Cd * w * Bc * Bd (Marston Formula) Cd = loading coeficient Cd = 1 - eA(-2 * ku' * H/Bd) 2 * ku' e = 2.718 H = Height of soil above pipe H = 10 ft ku' = .130 ku' = 0.13 w = soil density (psf) �w == 120 pcf Bc = diameter of pipe (in) Bc = 10 in Bd = trench width (ft) Bd = 2.83 ft Cd = 2.31 Dead Load (Wj We = 654.40 Ibs/ ft. I � Live load (WI) = Ci * P * (1 +If) Ci = Live load coeficient (/ft) for Two Passing Trucks) CI = 0.0040 P = wheel load (lb) P = 16,000 Ib If = impact factor = .766 -(.133 * H) ( 0 <=1f<=.5) If = 0.00 WI = 64.0 Ibs/ ft. Therefore: Total Load (Wtot= We + WI) Wtot = 718.40 Ibs/ ft. PofESSION4. e oQ DER 1 C k 5 �2 I— m< o m M d U -Y T SANCON TECHNOLOGIES, INC. Nick D Benedetto, P.E. AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach Thickness Calculations for 8-Inch AM-LINERII PVC Pipe Liner 2. Determine External Pressure on Pipe Base equation: qa (psi) = Yw * Hw + (Rw * Wc)/D + WI/D Where: We = vertical soil load = (Ys * H * D) / 144 I� Modified equation qa (psi) = Yw * Hw * 12in./ft. + (Rw * Ys * H) /144 + WI / (D * 12in./ft.) i where: Yw = Specific weight of water (lb/in A3) Yw = .0361 Win A3 Hw = Height of water above pipe (ft.) Hw = 7.00 ft Rw = Water Buoyancy Factor = 1-.33(Hw/H) Rw = 0.77 Ys = Soil Density (lb/ft^3) Ys = 120 pcf H = Height of soil above pipes) H = 10 ft WI = Live load (lb/ft) WI = 64 Ib/ft D = Pipe Diameter (in.) D = 10 in Therefore: External Pressure on the pipe (qa) % = 9.97 psi POFEss�o,�;� F� 96173 M m w EXP 3131116 ,J X y y \Q- I J�a SANCON ENGINEERING II, INC. is 5 E.] AM-LINER" PIPE THICKNESS CALCULATIONS City of Huntington Beach Thickness Calculations for 8-Inch AM-LINERII PVC Pipe Liner 3. Thickness Required for Buckling Pressure Base Equation qa + C/N * (32*Rw*B'*Es*EI/DA3)^.5 Modify the Base Equation by adding the following substitution: El = Pipe Wall Stiffness Factor = El * (t^3)/12 Modified Equation: t = 0.721 * D * ((N * qa/C)^2/(EI * Rw * B' * Es))^.333 where: I = Moment of Inertia (in^4/in) = t^3/12 t = minimum liner thickness (in) D = Pipe diameter (in) ,D�= 10 in N = Safety Factor N = 2 qa = external presure on pipe (psi) qa = 9.97 _psi Ovality of Pipe (%) 2 % C = Ovality Factor = ((1 - % ovality/100)/(1 + % ovalit /�100))^3 j C = 0.84 El = Long term modulus of elasticty (psi) El 72,500 psi Rw = Water Buoyance factor j Rw = 0.96 j B' = coefficient of elastic support = 1/(1 + 4* e^(-0.065 * H)) B' = 0.32 1 Es = Modulus of soil reaction (psi) Es = 1,000 psi H = Height of Soil above pipe (ft) H = 10 ft Minimum thickness required for AM-LINER" is t j„ = 0.212 in. Use Standard SDR 32.5 AM-LINER" with thickness of tstc = ;sc . 26173 �m m SANCON TECHNOLOGIES, INC. Ni iEft� `� r . SANCON ENGINEERING , INC. GENERAL ENGINEERING CONTRACTOR Tel: (714)891-2323 STATE CONTRACTORS LICENSE#731797 Fax: (714)891-2524 February 20th, 2013 To: Whom It May Concern RE: Certification of Pipelining Experience This is to certify that Sancon is the manufacturer/owner of the Sancon CIPP process, as manufactured from commercially available CIPP resin and felt tube supplied products, which meets or exceeds the technical specifications for this particular project and is also in compliance with the provisions of the referenced standards for this project. As the certified manufacturer and licensed installer of the Cured-in-Place Pipe liner known as Sancon CIPP, Sancon performs all installations of the Sancon CIPP lining process using our own fully trained forces. Our personnel have been fully trained in the "wet out" and installation and processing procedures for the Sancon CIPP cured-in-place pipe lining system. This is to attest that Sancon has been installing quality CIPP liners since early 1998 resulting in over 12 years of experience for our very experienced crews. Estimates of CIPP liner installed successfully would exceed approximately 500,000 linear feet from 6-inch to 42-inch diameter. Sancon Engineering, Inc. certifies that the formulation of the CIPP products that we use have not changed since original testing of physical properties and chemical resistance properties per ASTM Standards F-1216 or F-1743. We also attest that the project manager, our field superintendents and all foremen that would be assigned to this project have been with Sancon or involved with the CIPP product since the inception of our CIPP lining process in early 1998 and have a great deal of experience in the installation of CIPP similar to the CIPP lining on this particular project as can be attested by the accompanying project experience and reference sheets. Sincerely, SANCON ENGINEERING, INC. Chris DiBenedetto Secretary 5841 Engineer Drive Huntington Beach,CA 92649 HTS,Inc.Consuftaots Phone 713.692-8313 4%Piokering Street,Houston,TX 77091 Fax 713-692-MO2 WWWAtshouston.00m Toll Free 1.800.692-TEST AA 1� 8 Excellence 1n Fn91A0*ring,Con$vidng,Testing and 1ASPaetiOn November 28,2008 Znterplastic Corporation Theri;�oset Resins Division 203.5 Northeast Broadway Street Minneapolis,Minnesota 55413-4235 Attn,. MT.Jason Schiro,Senior Chemist Corrosion and Specialty Resins Re: Chemical Resistance Testing of Cu)-ed in-Place Pipe(CIPP) SaDIPles COR78-221:-036 Deax Mr, Schill Please find enclosed chemical resistance test results for s.itnples of Cwred-in-Place Pipe received it) our laboratory in. July and Olotober of this year. Per your instructions the samples have been identified as follows, • COR78-221-036 • C'OR.72-AT type • Value-Rez type • COR78-AT-4XX type • CORVE8190 All of the test coupons were prepared and post-cured by the Research and Development Laborwory of %terplastic Corporation's Thermoset Resit-is Division. The resin was catalyzed with 0.74% and 0.37%by weight of Akzo NobcAV; .Perkadox 16 and Trigonox C. respectively. The catalyzed resin was impregnated in. the felt and clamped between metal plates with precision spacers. The panels were gelled at 150° lti (66"C) and held at that to--Wc nature for four hours. ` i.e panels were thext post-cured at 180OF (820C?) for sixteen addid0nal hours. The test coupons were cut and lab:rled from the cured pasiels. L;acl1 r,onporx,,vas edge-coated with the same resirt used to e;r:tas uct the c:ouron.and.post- cured tern additional 4 hours at 1501P(66"C). Geoteohnloal Engineering•Materials Testing and Impaction+Environmantal site Asaeesmonts•Qeosynthelics and Constnmtion QWOC 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 htversion and Curing of a Resin—Impregnated Tube". • ASTM F1743, "Standard Practice for Rehabilitation of Existing P eliraes and Conduits by fulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe(CIPP)". + ASTM D5813, "Standard Specification for Cured-in-Place Thermosetting Resin Sewer Pipe".. • ASTM D2122, "Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings". • ASTM D790, "Vest 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 bass;sample, The coupon samples were immersed in 10 different ehernioal reagents. Eight of the reagents are as specified in ASTM F1216, section X2, 'fable 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 thichess 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 hi the attached summary of test data. ASTM F1216, Section X2.2.1 states that the test specimens should lose no more than 20% of their initial flexural strength mid Flexural modulus during the exposure time. As indicated by these test results, all of these samples comply with that specification requirement. Should you have ,my questions or comments regarding these tests or this report,please do not hesitate to call us. Thank you very much. Sincerely, Lhamla houangsavanh C 'ef Chemist �`]A- ( Larry�,�McMichael CEO/Principal ICI HTS,INC. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS sAMPt.F-im COR72-AT Duration: 30 Days Date Tested 11113/2008 Chemical Reagent Mechanical Test Method Unit Control. 30 Days (Concentration) Prope ASTM D Sample Value °!°Change Tap water Observation 543 .NIA No Change pH 7.6 (100%) Weight 543 9 143.2 143.4 0.14 Hardness 2583 90.6 90.6 0.00 Thickness 2122 In. 0.276 0.276 0.00 mm. 7.0 7.0 0.00 Max.Flexural 790 pal 9520.2 9234.8 -3.00 Modulus 790 psi 679890 650263 436 Nitric Acid Observation 543 NIA Spat of cloud PH 0.6 (5%) Weight 543 g 132.3 132.6 0.23 Hardness 2583 90.6 90.6 0.00 Thickness 2122 in. 0.262 0.262 0.00 mm. 6.7 6.7 0.00 Max.Flexural 790 psi 9520.2 9197.6 -3.39 Modulus 790 psi 679090 671493 -1.24 Phosphoric Acid Observation 543 NIA Spot of cloud pH 1.0 (10%) Weight 543 g 143.7 143.8 0.07 Hardness 2583 90.6 90.6 0.00 Thickness 2122 in. 0,281 0.201 0.00 mm. 7.1 7.1 0.00 Max.Flexural 790 psi 9520.2 9313.3 -2.17 Modulus 790 psi 679890 652410 -4.04 Sulfuric Acid Observation 643 NIA Spot of cloud pH 0.2 (10%) Weight 543 g 137.4 137.5 0.07 Hardness 2583 90.4 90.4 0.00 Thickness 2122 in. 0,266 0.266 0.00 mm. 6.8 8.9 0.00 Max.Flexural 790 psi 9520.2 9024 -5.21 Modulus 1 790 psi 1 679890 1 666742 1 -3.40 IC08F55.004.Doc-Page 1 of 3 jHTSom. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR72-AT Duration: 30 Days Date Tested: 11/1312008 Chemical Reagent Mechanical Test Method Unit Control 30 Days (Concentration) Pro no ASTM D Sample Value %Change Gasoline observation 543 NIA No Change pH-NA (100%) Weight 643 9 134.4 134.5 0.07 Hardness 2683 90.8 90.8 0100 Thickness 2122 in, 0.266 0.266 0.00 mm. 6.8 6.8 0.00 Max.Flexural 790 psi 9520.2 9321 -2.09 Modulus 790 pal 679890 061894 0.29 Vegetable Oil Observation 543 NIA No Change pH-NA (100%) Weight 543 g 130.2 130.3 0.08 Hardness 2683 90.4 90.4 0.00 Thickness 2122 in. 0.263 0.263 0.00 mm. 8.7 6.7 0.00 Max. Flexural 790 psi 9620.2 8961.0 -6.87 Modulus 790 psi 679890 688215 1.22 Detergent Observation 643 NIA No Change pH 6.8 (0.1%) Weight 643 9 124.4 124.8 0.32 Hardness 2583 90.4 90.4 0.00 Thickness 2122 In. 0.266 0.256 0.00 mm. 6.6 6.6 0.00 Max.Flexural 790 psi 9620.2 10051.0 5.58 Modulus 780 psi 679890 669962 -1.4G Soap Observation 543 NIA No change pH 6.4 Weight 543 9 136.0 136.4 0.29 Hardness 2583 90.8 90.8 0.00 Thickness 2122 In. 0.282 0.262 0.00 mm. 6.7 6.7 0.00 Max.Flexural 790 psi 9520.2 9508.3 -0.12 Modulus 1 790 1 psi 1 679890 1 669661 1 4.52 IC08F55.004,000-Page 2 of 3 A INC. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID! COR72-AT Duration: 30 Days Date Tested, 11/13/2008 Chemical Reagent Mechanical Test Method unit Control 30 Bays (Concentration) Property ASTM D Sample Value %Change Nitric Acid Observation 643 NIA. No Change pH 1.2 (1%) Weight 543 g 134.9 135.3 0.30 Hardness 2533 90.6 90.6 0.00 Thickness 2122 in. 0.268 0.268 0.00 MM. $I$ 6.8 0.00 Max.Flexural 790 psi 9520.2 9654.6 0.36 Modulus 790 '_psi_ 679890 680463 0.09 sulfuric Acid Observation 543 NIA Spat of cloud pH 0.6 (5%) Weight $43 g 129.7 129.9 0.16 Hardness 2583 91.0 91.0 0.00 Thickness 2122 in. 0.259 0.269 0.00 MM. 6.6 6.6 0.00 Max. Flexural 790 psi 9520.2 9988.7 4.92 Modulus 790 psi 1 679890 1 662514 1 -2.51 IC08F55.004.Doc-Page 3 of 3 o _ 'EA LED BIB � ►� 4,f: �. r 4 I RECEIVED tPH JUL I 0 PM 1: 43 CITY CLERK CITY OF HUNTINGTON BEAC14 ALE ID I , Glory ®rp T1Q OT 0,peo W3xo L A%L Ve. :tCW AIM AC®® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 8/15/2014 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 CONTACT Pamela De Guzman NAME: Pours & Associates Insurance Brokers, Inc. PHONE (800)578-8802 A/CX. No: (818)449-9321 CA License #0814733 E-MAIL ADDRESS: gP uzman PDe @ omsassoc.com 5700 Canoga Ave. #400 INSURERS AFFORDING COVERAGE NAIC# Woodland Hills CA 91367 INSURERA:Travelers Indemnity Co. of Ct 25682 INSURED INSURER B:Liberty Surplus Ins. Corp. 10725 Sancon Engineering, Inc. INSURERC:Travelers Property & Cas Co. 25674 5841 Engineer Drive INSURER D: INSURER E: Huntington Beach CA 92649 INSURERF: COVERAGES CERTIFICATE NUMBER 10/1/13 - 10/1/14 ALL REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 300 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ r A CLAIMS-MADE FXI OCCUR X T22-CO-9181R93A-TCT-13 10//11/2013 10/1/2014 MED EXP(Any one person) $ 5,000 ` PERSONAL&ADV INJURY $ 1,000,000 Lr l GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident 1,000,000 C X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED X A-9181R93A-TIL-13 10/1/2013 10/1/2014 BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident X Comp$1000 X Coll$1,000 $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000 i 000 CRDED XCESS LIAB CLAIMS-MADE AGGREGATE $ 4,000,000 I X I RETENTION$ 10,OOC X TSM-CUP-9181R93A-TIL-13 10/1/2013 10/1/2014 $ C WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY TO ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A 10/1/2013 10/1/2014 (Mandatory in NH) TJ-UB-9181R93A-TIL-13 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B Contractors Pollution IELA104833113 10/1/2013 10/1/2014 EACH CLAIM 2,000,000 Liability EDUCTIBLE: 25,000 EACH AGGREGATE LIMIT 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: Project - CC-1478, FY 2013/14, Sewer Rehabilitation Project The City of Huntington Beach, its officers, elected or appointed officials, employees, agents and volunteers are Included as Additional Insured. Said Insurance is Primary Non-Contributory. Additional Insured Endorsement for the General Liability and Auto Liability per attached. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Huntington Beach ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Davis Verone P.O. BOX 190 AUTHORIZED REPRESENTATIVE Huntington Beach, CA 92648 Pamela De Guzman/CHAR ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INSn25(gninnsl n1 Tho A('(IPn nnma nnrl Innn nra raniefararl mnrlre of A('(IPn COMMERCIAL GENERAL LIABILITY POLICY NUMBER:DT22-CO-9181R93A-TCT-13 ISSUE DATE: 08 -15-14 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURE® - OWNERS, LESSEES OR CONTRACTORS - COMPLETE® OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s)Or Organization(s): City of Huntington Beach, its officers, elected or appointed officials, employees, agents, and volunteers Attn: Davis Verone P.O. Box 190 Huntington Beach, CA 92648 Location And Description Of Completed Operations CC-14 7 8, FY2 013/14 Sewer Lining Heil Ave - Graham Street & Springdale Heil Ave - Springdale Street & Edwards Street Road 457 - Atlanta Ave to the So. , Cliff Dr. to the North, Cont ' d below Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section II — Who Is An Insured is amended to in- location designated and described in the schedule of clude as an additional insured the person(s) or or- this endorsement performed for that additional in- ganization(s) shown in the Schedule, but only with sured and included in the "products-completed opera- respect to liability for "bodily injury" or "property dam- tions hazard". age" caused, in whole or in part, by"your work"at the *Locations Info Continued - Brookhurst Street to the West, and Santa Ana River to the East . CG 20 37 07 04 ©ISO Properties, Inc., 2004 Page 1 of 1 Sancon Engineering, Inc. Travelers Property Casualty Company of America COMMERCIAL GENERAL LIABILITY Policy# DT22---CO-91"81R93A-TCT-13 Eff : 10/01/2013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED — (Section II) is amended c) The insurance provided to the additional in- to include any person or organization that you sured does not apply to "bodily Injury" or agree in a "written contract requiring insurance" "property damage" caused by "your work" to include as an additional insured on this Cover- and included in the "products-completed op- age Part, but: erations hazard" unless the "written contract a) Only with respect to liability for"bodily injury", requiring insurance" specifically requires you "property damage"or"personal injury'; and to provide such coverage for that additional insured, and then the insurance provided to b) If, and only to the extent that, the injury or the additional insured applies only to such damage is caused by acts or omissions of "bodily injury" or "property damage" that oc- you or your subcontractor in the performance curs before the end of the period of time for of "your work" to which the "written contract which the "written contract requiring Insur requiring insurance" applies. The person or ance" requires you to provide such coverage organization does not qualify as an additional or the end of the policy period, whichever is Insured with respect to the independent acts earlier. or omissions of such person or organization. 3. The insurance provided to the additional insured 2. The insurance provided to the additional insured by this endorsement is excess over any valid and by this endorsement is limited as follows: collectible "other insurance", whether primary, a) In the event that the Limits of Insurance of excess, contingent or on any other basis, that is this Coverage Part shown in the Declarations available to the additional insured for a loss we exceed the limits of liability required by the cover under this endorsement. However, if the "written contract requiring insurance", the in- "written contract requiring insurance" specifically surance provided to the additional insured requires that this insurance apply on a primary shall be limited to the limits of liability re- basis or a primary and non-contributory basis, quired by that "written contract requiring in- this insurance is primary to "other insurance" surance". This endorsement shall not in- available to the additional insured which covers crease the limits of insurance described in that person or organization as a named insured Section III—Limits Of Insurance. for such loss, and we will not share with that b) The insurance provided to the additional in- "other insurance". But the insurance provided to the additional insured by this endorsement still is sured does not apply to "bodily injury", "prop- excess over any valid and collectible "other in- of damage" or "personal injury" arising out surance", whether primary, excess, contingent or of the rendering of, or failure to render, any on any other basis, that is available to the addi- professional architectural, engineering or sur- tional insured when that person or organization is veying services, including: an additional insured under such 'other insur- i. The preparing, approving, or failing to ance". prepare or approve, maps, shop draw- 4. As a condition of coverage provided to the ings, opinions, reports, surveys, field or- additional Insured by this endorsement: ders or change orders, or the preparing, approving, or failing to prepare or ap- a) The additional insured must give us written prove, drawings and specifications; and notice as soon as practicable of an "occur- II. Supervisory, inspection, architectural or rence" or an offense which may result in a engineering activities. claim. To the extent possible, such notice should include: CG D2 46 68 05 0 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 COMMERCIAL GENERAL LIABILITY i. How, when and where the "occurrence" any provider of"other insurance"which would or offense tools place; cover the additional insured for a loss we ii. The names and addresses of any injured cover under this endorsement. However, this persons and witnesses;and condition does not affect whether the insur- ance provided to the additional insured by iii. The nature and location of any injury or this endorsement is primary to "other insur- damage arising out of the"occurrence" or ance" available to the additional insured offense. which covers that person or organization as a b) If a claim is made or"suit" is brought against named insured as described in paragraph 3. the additional insured, the additional insured above. must: 5. The following definition is added to SECTION V. I. Immediately record the specifics of the —DEFINITIONS: claim or"suit" and the date received; and "Written contract requiring insurance" means ii. Notify us as soon as practicable. that part of any written contract or agreement The additional insured must see to it that we under which you are required to include a receive written notice of the claim or"suit"as Person or organization as an additional in- sured on this Coverage Part, provided that soon as practicable. the "bodily injury" and "property damage" oc- c) The additional insured must immediately curs and the "personal injury" is caused by an send us copies of all legal papers received in offense committed: connection with the claim or"suit", cooperate a. After the signing and execution of the with us in the investigation or settlement of contract or agreement by you; the claim or defense against the "suit", and otherwise comply with all policy conditions. b. While that part of the contract or d) The additional insured must tender the de- agreement is in effect; and fense and indemnity of any claim or "suit" to c. Before the end of the policy period. Page 2 of 2 0 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08.05 Sancon Engineering, Inc. Travelers Indemnity Company of CT COMMERCIAL AUTO Policy#BA9181R93A-TIL-13 Eff : 10/01/2013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ iT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. GENERAL DESCRIPTION OF COVERAGE-This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE - LOSS OF USE-INCREASED LIMIT B. BLANKET ADDITIONAL INSURED I. PHYSICAL DAMAGE - TRANSPORTATION EXPENSES-INCREASED LIMIT C. EMPLOYEE HIRED AUTO J. PERSONAL EFFECTS D. EMPLOYEES AS INSURED K. AIRBAGS E. SUPPLEMENTARY PAYMENTS - INCREASED L. NOTICE AND KNOWLEDGE OF ACCIDENT LIMITS OR LOSS F. HIRED AUTO - LIMITED WORLDWIDE M. BLANKET WAIVER OF SUBROGATION COVERAGE-INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE-GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED executed by you before the "bodily injury" or The following is added to Paragraph A.1., Who Is "property damage" occurs and that is in effect An Insured, of SECTION II - LIABILITY COW during the policy period, to be named as an addi- ERAGE: tional insured is an "insured" for Liability Cover- Any organization you newly acquire or form dur- age, but only for damages to which this insurance ing the policy period over which you maintain applies and only to the extent that person or or- 50/o or more ownership interest and that is not ganization qualifies as an "insured" under the separately insured for.Business Auto Coverage. Who is An Ensured provision contained in Section II. Coverage under this provision is afforded only un- C. EMPLOYEE HIRED AUTO til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- 1. The following is added to Paragraph A.1., ever is earlier. Who Is An Insured, of SECTION II - LI- B. BLANKET ADDITIONAL INSURED ABILITY COVERAGE: The following is added to Paragraph c. in A.1., An "employee" of yours is an "insured" while Who Is An Insured, of SECTION II- LIABILITY operating an "auto" hired or rented under a COVERAGE: contract or agreement in that "employee's" Any person or organization who is required under name, with your permission, while performing s related to the conduct of your busi- dutie a written contract or agreement between you and dude that person or organization, that is signed and CA T3 53 06 09 ©2009 The Travelers Companies,Inc. Page 1_of 4 . Includes the copyrighted material of Insurance Services Office, Inc.with its permission. COMMERCIAL AUTO 2. The following replaces Paragraph b. in B.5., United States of America applies to and pro- Other Insurance, of SECTION IV — BUSI- hibits the transaction of business with or NESS AUTO CONDITIONS: within such country or jurisdiction, for Liability b. For Hired Auto Physical Damage Cover- Coverage for any covered "auto" that you age, the following are deemed to be cov- lease, hire, rent or borrow without a driver for ered"autos"you own: a period of 30 days or less and that is not an 1 An covered "auto" "auto" you lease, hire, rent or borrow from ( ) t you lease, hire, any of your"employees", partners (if you are rent or borrow; and a partnership), members (if you are a limited (2) Any covered"auto" hired or rented by liability company) or members of their house- your "employee" under a contract in holds. that individual "employee's" name, (1) With respect to any claim made or "suit" with your permission, while perform- brought outside the United States of ing duties related to the conduct of America, the territories and possessions your business. of the United States of America, Puerto However, any "auto"that is leased, hired, Rico and Canada: rented or borrowed with a driver is not a covered "auto". (a) You must arrange to defend the "insured" against, and investigate D. EMPLOYEES AS INSURED or settle any such claim or "suit" The following is added to Paragraph A.1., Who Is and keep us advised of all pro- An Insured, of SECTION II — LIABILITY COV- ceedings and actions. ERAGE: (b) Neither you nor any other in- Any"employee" of yours is an "insured"while us- volved "insured" will make any ing a covered"auto"you don't own, hire or borrow settlement without our consent. in your business or your personal affairs. (c) We may, at our discretion, par- ticipate in defending the"insured" E. SUPPLEMENTARY PAYMENTS — INCREASED against, or in the settlement of, LIMITS any claim or"suit". 1. The following replaces Paragraph A.2.a.(2), (d) We will reimburse the"insured": of SECTION 11—LIABILITY COVERAGE: (2) Up to $3,000 for cost of bail bonds (in- (1) For sums that the "insured" legally must pay as damages cluding bonds for related traffic law viola- because of "bodily injury" or tions) required because of an "accident" "property damage" to which we cover. We do not have to fumish this insurance applies, that these bonds. the "insured" pays with our 2. The following replaces Paragraph A.2.a.(4), consent, but only up to the of SECTION II—LIABILITY COVERAGE: limit described in Paragraph (4) All reasonable expenses incurred by the C., Limit Of Insurance, of SECTION II — LIABILITY "insured" at our request, including actual COVERAGE; loss of earnings up to $500 a day be- cause of time off from work. (11) For the reasonable expenses F. FARED AUTO — LIMITED WORLDWIDE COV- incurred with our consent for your investigation of such ERAGE—INDEMNITY BASIS claims and your defense of The following replaces Subparagraph e. in Para- the "insured" against any graph B.7., Policy Term, Coverage Territory, of such"suit", but only up to and SECTION IV—BUSINESS AUTO CONDITIONS: included within the limit de- e. Anywhere in the world, except any country or scribed in Paragraph C., Limit Jurisdiction while any trade sanction, em- Of Insurance, of SECTION II bargo, or similar regulation imposed by the — LIABILITY COVERAGE, Page.2 of 4 ©2009 The Travelers Companies,Inc. CA T3 5106 09 includes the copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO and not in addition to such I. PHYSICAL DAMAGE — TRANSPORTATION limit. Our duty to make such EXPENSES—INCREASED LIMIT payments ends when we The following replaces the first sentence in Para- have used up the applicable graph A.4-a., Transportation Expenses, of SEC- limit of insurance in payments TION III—PHYSICAL DAMAGE COVERAGE: for damages, settlements or defense expenses. We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- (2) This insurance is excess over any valid curred by you because of the total theft of a cov- and collectible other insurance available ered "auto"of the private passenger type. to the "insured" whether primary, excess J. PERSONAL EFFECTS contingent or on any other basis. (3) This insurance is not a substitute for re- The following is added to Paragraph AA., Cover- quired or compulsory insurance in any age Extensions, of SECTION III — PHYSICAL country outside the United States, its ter- DAMAGE COVERAGE: ritories and possessions, Puerto Rico and Personal Effects Canada. We will pay up to $400 for "loss" to wearing ap- You agree to maintain all required or parel and other personal effects which are: compulsory insurance in any such coun- (1) Owned by an "insured". and try up to the minimum limits required by (2) In or on your covered "auto". local law. Your failure to comply with compulsory insurance requirements will This coverage applies only in the event of a total not invalidate the coverage afforded by of your covered "auto". this policy, but we will only be liable to the No deductibles apply to this Personal Effects same extent we would have been liable coverage. had you complied with the compulsory in- K. AIRBAGS surance requirements. The following is added to Paragraph B.3., Exclu- (4) It is understood that we are not an admit- sions, of SECTION III — PHYSICAL DAMAGE ted or authorized insurer outside the COVERAGE: United States of America, its territories Exclusion 3.a. does not apply to "loss" to one or and possessions, Puerto Rico and Can- more airbags in a covered "auto"you own that in- ada. We assume no responsibility for the flate due to a cause other than a cause of "loss" furnishing of certificates of insurance, or set forth in Paragraphs A.1.b. and A.1.c., but for compliance in any way with the laws only: of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE—GLASS a. if that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; The following is added to Paragraph D., Deducti- b. The airbags are not covered under any war- ble, of SECTION III — PHYSICAL DAMAGE ranty; and COVERAGE: c. The airbags were not intentionally inflated. No deductible for a covered "auto" will apply to We will pay up to a maximum of $1,000 for any glass damage if the glass is repaired rather than one"loss". replaced. L. NOTICE AND KNOWLEDGE OF ACCIDENT OR H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF LOSS USE—INCREASED LIMIT The following replaces the last sentence of Para- The following is added to Paragraph A.2.a., ofSECTION IV—BUSINESS AUTO CONDITIONS: graph A.4.b., Loss Of Use Expenses, of SEC- TION III—PHYSICAL DAMAGE COVERAGE: Your duty to give us or our authorized representa- tive prompt notice of the "accident" or "loss" ap-. However, the most we will pay for any expenses plies only when the "accident" or "loss" is known for loss of use is $65 per day, to a maximum of to: � $750 for any one"accident". (a) You(if you are an individual); CA T3 53 06 09 ©2009 The Travelers Companies,Inc. Page 3 Of 4 . Indudes the copyrighted material of Insurance services Office,Inc.with its permission. COMMERCIAL AUTO (b) A partner(if you are a partnership); tent required of you by a written contract (c) A member (if you are a limited liability com- signed and executed prior to any "accident" pany); or"loss", provided that the "accident"or"loss" arises out of operations contemplated by (d) An executive officer, director or insurance such contract. The waiver applies only to the manager(if you are a corporation or other or- person or organization designated in such ganization); or contract. (e) Any "employee" authorized by you to give no- N. UNINTENTIONAL ERRORS OR OMISSIONS tice of the"accident" or"loss". M. BLANKET WAIVER OF SUBROGATION The following is added to Paragraph B.2., Con- cealment, Misrepresentation, Or Fraud, of The following replaces Paragraph A.5., Transfer SECTION IV—BUSINESS AUTO CONDITIONS: Of Rights Of Recovery Against Others To Us, The unintentional omission of, or unintentional of SECTION IV — BUSINESS AUTO CONDI- error in, any information given by you shall not TIONS: prejudice your rights under this insurance. How- S. Transfer Of Rights Of Recovery Against ever this provision does not affect our right to col- Others To Us lect additional premium or exercise our right of We waive any right of recovery we may have cancellation or non-renewal. against any person or organization to the ex- Page 4 of 4 O 200$The Travelers Companies,Inc.. CA T3 53 06 00 Includes the copyrighted material of insurance services Office.Inc.with its permission. COMMERCIAL GENERAL LIABILITY b. "Bodily injury" or "property 'damage" in insured under any other policy, eluded in the "products-completed opera- including any umbrella or excess tions hazard". policy. 1. OTHER INSURANCE CONDITION When this insurance is excess, we A. COMMERCIAL GENERAL -LIABILITY CON- will have no duty under Coverages A or B to defend the insured against DITIONS (Section W), paragraph 4. (Other any "suit' if any provider of"other in Insurance) is deleted and replaced by the fol- surance" has a duty to defend the ln- lowing`. sured against that "suit". If no pro- 4. Other Insurance vider of "other insurance" defends, „ i we will undertake to do so, but we will „ If valid and collectible other;insurance s be entitled to the nsured's rights available'to the insured for a loss we against all those providers of "other cover under Coverages A or B >of this Coverage Part, our obligations are limited insurance . as follows: When this insurance is excess over "other insurance", we will pay only a. Primary Insurance our share of the amount of the loss,if This insurance is primary except any, that exceeds the sum of; when b. below applies. If this insur- (1) The total 'amount that all .such price is primary, our obligations are "other insurance" would pay for not affected unless any of the "other the loss in the absence of this in- insurance" is also primary. Then, we surance; and will share with all that "other insur- ance" by the method described in c. (2) The total of all deductible and below: self-insured amounts under that "other insurance" b. Excess Insurance We will share the remaining loss, if This insurance is excess over any of any, with any"other insurance"that is the "other insurance", whether pri- not described in this Excess insur- mary, excess, contingent or on any ance provision. other basis: c. Method Of Sharing (1) That is Fire, Extended Coverage, Builder's Risk, Installation Risk, If all of the "other insurance" permits or similar coverage for your contribution by equal shares, we will Work"; follow this method also. Under this 2 That is Fire Insurance for rem approach each:provider of insurance O p contributes equal amounts until it has ises rented to you or temporarily paid its applicable limit of insurance occupied by you with permission or none of the, loss remains, which- of the owner; ever comes first. (3) That is insurance purchased by If any of the "other insurance" does you to cover your liability as a not permit contribution by equal tenant for "property damage" to shares, we will contribute by limits, premises rented to you or tempo- Under this method, the share of each rarily occupied by you with per-: provider of insurance is based on the mission of the owner; or ratio 'of its applicable limit of insur- (4) If the loss arises out of the main- ance to the total applicable limits' of tenance or use of aircraft, insurance of sil providers of insur- "autos", or watercraft to the ex- price., tent not subject to Exclusion g. of B. The following definition is added to DEFINITIONS Section t — Coverage. A — Bodily (Section V): Injury And Property Damage Li- ability; or "Other insurance": (5) That 'is available to the insured a. Means insurance, or the funding of losses, when the insured is an additional that is provided by;,through or on behalf of: Page 4 of 6 Copyright,The Travelers Indemnify Company,;2004 CG`D3:16 07 04 CONTRACTOR'S SWORN STATEMENT AND WARRANTY REGARDING CONTINUING INSURANCE OBLIGATIONS FROM: -�,AOcOo PROJECT: F'Y 2.o13 Zoi'i `JEu>6'R. (Contractor Name) RZ—HAZ%LI TA- to�J 6CT s8y t EaC61P1E6R SCR.. (Street Address) H%kMT1V0,T01J CA g2b`10I T (City,State and Zip) TO: CM OF HUNTINGTON BEACH DECLARATION Attached hereto is a true and correct copy of the current Certificate of Insurance and Additional Insured Endorsement CG 2010 1185, which Certificate complies with the insurance requirements of the Contract by and between the City of Huntington Beach("City' and the above-named Contractor("Contractor)for the above-described project("Project'. I declare under penalty of perjury under the laws of the State of California that the above statement is true and correct. Signed on Arc--sr IS 20t�at Yuivria,GTani &Act4{ CA (Date) (City,State) (Signature of Individual Who is Making Declaration) WARRANTY Contractor hereby warrants and agrees to maintain Products and Completed Operations Insurance in compliance with the insurance requirements of the Contract for the Project. Said insurance shall be maintained through and until the expiration of all Warranties provided by Contractor. Said insurance shall contain Additional Insured Endorsement 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 aforemerrtioned Endorsement evidencing continued coverage which meets the Contract requirements. Signed on A.GKST 15 20d at NwAmi N wm iy '&-pe-N CA (Date) (City,State) CONTRACTOR: Name: SANOAI 6VC',V457Z,NG B ozzp Y Name: Ct4-c t_ `PAWoNS Title: Vices` s�t��vT Z77azi.z RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk - DATE: �;/q (,z SUBJECT: Bond Acceptance I have received the bonds for (Company Name) 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. Approved (Council App�ro/vaI ate) CC No. Agenda Item No. y MSC No. City Clerk Vault No. J—D Other No. SIRE System ID No. J g:/forms/bond transmittal to treasurer Bond No. 1028637 PERFORMANCE BON® KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS, City of Huntington Beach(hereinafter referred to as"City")has,bywritten agreement dated ,20_, entered into a contract with SANCON ENGINEERING. INC. 5841 ENGINEER DRIVE HUNTINGTON BEACH CA 92649 (name and address of Contractor) (hereinafter referred to as"Principal"), for performance of the work described as follows: FY-2013/14 SEWER REHABILITATION PROIFC'T (Project Title) WHEREAS, said contract,and all documents referenced therein(hereinafter collectively "Contract"), are incorporated herein by this reference made a part hereof as though set forth herein in full. WHEREAS, said Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt, full and faithful performance of said Contract. NOW THEREFORE,we, the undersigned, as Principal, and _ HANOVER INSURANCE COMPANY 5 HUTTON CENTRE DRIVE. SUITE 1060 SANTA ANA CA 92707 (name and address of Surety) (a duly admitted surety insurer under the laws of the State of California and hereinafter referred to as "Surety"), as Surety, are held and firmly bound unto City in the penal sum of ONE HUNDRED SEVENTY TWO THOUSAND,FOUR HUNDRED SIXTY FIVE TN—D—49/100 DOLLARS Dollars($ 172.46�.49 ),this amount being not less than one hundred percent of the price set forth In the Contract,in lawful money of the united States,€or the payment of which sum,well and truly to 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 Principal shall 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 harmless City and all of City's officers, agents and employees(hereinafter collectively referred to as"Obligees")from any and all 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 the performance of any or all of the terms or the obligations of the Contract, including all 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 work to 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 time or contract price,and 277591.1 PERFORMANCE BOND Page 1 of 2 Bond No. 1028637 any other alteration,change,deletion,addition or other modification to the Contract,or the work to be performed thereunder, and agrees to automatically adjust the penal sum of this Bond to reflect such adjustments,alterations,changes,deletions,additions or other modifications. Surety agrees to provide written confirmation 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 duty 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 duly 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 properly execute this bond. Dated:_ AUGUST 13, 2014 ATTEST SANCON ENGINEERING INC. (Corporate Seal) Principal Name) By: g Name:1 ,CHuex M?swaS Title: y ce Ptaei SENT ATTEST HANOVER INSURANCE COMPANY (Corporate Seal) (Surety N me) By: A& Name; Mic el R. Ldingan, AttoiYey in Fact (Signature of Attorney-in-Fact for Surety) (Attach Attorney-in-Fact Certificate) 7t 14) 415-3808 (Area Code&Telephone Number of Surety) APPROVED AS TO FORM: CITY�UNTiNGTON BEACH ae nnifer Mc ath /1Slg` ity Attorney Note: This bond must be executed in duplicate and dated,all signatures must be notarized,and evidence of the authority of any person signing as attomey-in-fact must be attached 277591.1 PERFORMANCE BOND Page 2 of 2 CALHFORMHA ALL=PURPOSE ACKNOWLEDGMENT State of California County of LOS'IANGEiLES 1 1 On �� before me, Kendra Michelle Boots, No-Lary Public re , �CA. He Insert Name grid Title of the dti� personally appeared Michael R Langan Names)of Signet(s) who proved to me on the basis of satisfactory evidence to be the person vthose name(40 is/rv&subscribed to the y-nihin instrument and acknowledged to me that e:,F;%rt the s-me inhiz-AdgMV0 authorized : hEldl?r.A CO��M. 4= 195 F c3 < c. pacnty( -.a-d:=tat by l=ts.�st. ture(� on the ` Z ,� r toi+10rkR'4 PUBLIC • .u'tLFFflRi1[n [fs iri�s'tltileZ_ � ,Fs �;• or �e erfi€ty uC}dil behalf of, it •c t"' LO5 ANG£LE5 COUNTY V:tllici'the pers3nfg5 acted, eX : tad fte instrument. . My CamtnEpires Oct 1201 . .....-`.».. x-~ � I ce rrif~j under PENALTY OF PERJURY under the la vs of the State of California that the foregoing paragraph is true and correct. Wf i�lESSk9and and official seal_ Signa' Place Notary Seal Abwe Sigaatura of notary Public OF 0SVA L Though the information below is not required by taw,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. DescriWdon of A tacked DocLtmer tt Tittle or Type of Document: FAITHFUL PE�FORMANGE BOND Document Date: Number of gages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Michael R. Langan Signer's Name: D Individual - Individual Di Corporate Officer—Titte(s): =Corporate Officer—T-rtle(s): Partner—El Limited i General t _ Partner--Limited General X Attorney in Fact Attorney in Fact rimF- i top7-1 thumbHere Trustee Top Of thin hv= ;=Trus;ee 0 Guardian or Conservator `Guardian or Conservator Other: 0.Other- Signer Is Representing: Signer Is Representing: TA-NnVF-R TTTgTjRA GE_C MPANY AN 1 A•,R� p - _ 0200rNationat Notary Assodatim-9330 De Soto Ave, CA•99313 24M-1-mrt^..^lafr 'idot rVoM item. RsacdQr_C�hTa3-Fri 1-8tk1S7o-SBET 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 laws of the State of Michigan,do hereby constitute and appoint Michael R.Langan of Pasadena,CA and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United 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 other 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 Attorney(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 Attorneys-in-fact of the Company,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 powerto attach thereto the seal of the Company.Any such writings so executed by such Attomeys-in-fact 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. THE HANOVER INSURANCE COMPANY MASSACHUSETT'*S BAY INSURANCE COMPANY CITIZENS, SURANCE gOMPANY OF AMERICA 1074 � f Robert Thomas,Vier Pre,:iden( THE COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER )ss. Joe Arenstrom ict 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 thatthe 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. S.ARBARA A.t1110K Notary Public yi3 Yy3 WRU7(y Fdht Ot#ZSS@r�1 5@Il6 C.!/r = _ L.. �1 R C +fir MyC�mmseiorvExpvgsSspS.Zi,�:'SB � 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 foregoing 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 Attorney 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 Attorney and Certified Copies of such Powers of Attorney 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 Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 13th day of AUGUST 2014. THE HANOVER INSURANCE COMPANY MA SA i,!t BAY I I2A CE COMPANY CIT ENCE OF AMERICA J.N 1,Ch Arela,Vice sent Bond No.1028637 PAYMENT BOND (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS, the City of Huntington Beach (hereinafter referred to as"City')has awarded to SANCON ENGINEERING INC. 5841 ENGINEER DRIVE, HUNTINGTON BEACH, CA 92649 (name and address of contractor) (hereinafter referred to as"Principal"), a contract("Contract')for the work described as follows: FY-2013/14 SEWER REHABILITATION PROJECT (project title) WHEREAS, Principal is required under the terms of the Contract and the California Civil Code to secure the payment of claims of laborers, mechanics, materialmen, and other persons as provided, by law. NOW THEREFORE,we,the undersigned Principal, and HANOVER INSURANCE COMPANY 5 HUTTON CENTRE DRIVE,SUITE 1060 SANTA ANA CA 92707 (name and address of Surety) (a duly admitted surety insurer under the laws of the State of California and hereinafter referred to as"Surety"), as Surety,are held and firmly bound unto City in the penal sum of ONE HUNDRED SEVENTY TWO THOUSAND FOUR HUNDRED SIXTY FIVE AND 49/100-----------------------dollars, ($172.465.49 ), this amount being not less than one hundred percent(100%) of the 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 SUGH THAT, if the Principal, his, her, or its heirs, executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Section 3181 of the California Civil Code ("Claimants") for all labor, materials or services 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 work or labor performed by any such Claimant, or prevailing wages due and penalties incurred pursuant to Sections 1774, 1775, 1813 or 1815 of the Labor Code, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and Subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to the work or labor performed under the Contract, Surety will 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 persons or their assigns. In case any action is brought upon this bond, Surety further agrees to pay all court costs and a reasonable attorney's fee in an amount fixed by the court, Surety stipulates and agrees, for value received, that no change, extension of time, alteration, addition or modification to the terms of the Contract, or any contract document or any work to be performed thereunder, whether made after notice or not, shall in any way affect, impair or release the obligations of Surety under this bond. Surety hereby waives notice of any such change, 277529.1 PAYMENT BOND Page 1 of 2 Bond No. 1028637 extension of time, alteration, addition, or modification to the terms of the Contract, the contract documents or the work thereunder. Surety also waives the provisions of California Civil Code §§ 2845 and 2849. IN WITNESS WHEROF, 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 duly 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 properly execute this bond. Dated: AUGUST 13, 2014 ATTEST SANCON ENGINEERING,INC. (Corporate Seal) (Principal Name) By: `: Name: Nick R4sN5 Its: rce f"uES r n�nrr ATTEST HANOVER INSURANCE COMPANY (Corporate Seal) (Surety Name) By: AA Name: Mich (Signature of Attorn y-in-Fact for Surety) (714) 415-3808 (Attach Attorney-in-Fact Certificate) (Area Code&Telephone Number of Surety) APPROVED AS TO FORM: CITY OF HUNTINGTON BEACH B4en4ni�fe_NM�cG_rath S�l 5 db -City Attorney Note: This bond must be executed in duplicate and dated,all signatures must be notarized,and evidence of the authority of any person signing as attomey-in-fact must be attached. 277589.1 PAYMENT BOND Page 2 of 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT �^-^�`F^C`!�•=�`.c``C`.CiK'i✓7�CSC-`^ti^C_.C-�^.c�`^_��Y'^C.G=�-'�'`,c-`"�`r'�^^�=.^,:_^'^Ft��-i^Clc��=�..�C=,n��.�;^^-.^n-,^�!`.c'!`.c�''�^.`��:.�,�: State of California County of LOS ANGELES AMA�J_�01'14before On me, Kendra Michelle boots, Notary public , ate Here Insert Name and Title of Ore officer personally appeared Michael- R Langan Name(s)of ski—(s) who proved to me on the basis of satisfactory evidence to be the person(&t whose name(It iINnubscribed to the within instrument and acknowledged to me that KENDRA MIGHELLE BOOTS he/ executed the same in his/ authorized COMM. # 1951463 < capacity(i&, and that by hi signature(6-) on the NDTARt PUBLIC •CALIFORNIA En instrument the person(o, or the entity upon behalf of :d LDS ANGELES COUNTY which the person(o acted, executed the instrument. �Y rdy CommREx..res Act..... -�---• ....... 1 certity under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESSAmyn and official seal. Signat r Piace Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document LTLBO1? AND Mr_TERIALS P__:YMENT BOND 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: kjichael R. Langan Signers Name: u Individual D Individual D Corporate Officer—Title(s): 0 Corporate officer—Title(s): D Partner—0 Limited E,General Partner— Limited 0 General Z Attorney in Fact o. o --- Attorney - �Attorn in Fact Top of thumb here. � Top of thumb tyre D Trustee L Trustee Guardian or Conservator 0 Guardian or Conservator 0 Other: G Other: Signer Is Representing: Signer Is Representing: HAN()VFR TTISUR pdf C ANY AN w�:;-<:�:��•.:-w�;�:��_�� -mac:• ^�c.2v_ � = - - - - - - 02007 National NaIMAssocelim-S350DL Soto Ave-P_o.Esc2402-Chatsr=1kC.AHt3S&2402-%w=W=at{NofaryoT Item.05S7 Re_mdarCa0Tu9-Free1-8&e6-MV 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 laws of the State of Michigan,do hereby constitute and appoint Michael R.Langan of Pasadena,CA and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United 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 other 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 Attorney(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 Attorneys-in-fact of the Company,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 the seal of the Company.Any such writings so executed by such Attorneys-in-fact 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. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS SLiRANCEC}MPANY tSF AMERICA ion 14 1' f, f t474 Rolwrt Thomas,Vice President THE COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER )ss. Joe gre►tstrom Pict Presidem 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. ""wry BARBkRA A. 1 2LICK N !ary Pnbiic y ^WRTlRtI€!N6dilh0 Mfl548ftti150tl6 Nr"vomlr;:5s!atEY�I:riSSept.ZT,24S6 'Y-.-- - 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 foregoing 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 Attorney 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 Attorney and Certified Copies of such Powers of Attorney 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 Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 13th day of AUGUST 2014. THE HANOVER INSURANCE COMPANY MA 5A HUSECT BAY I RAICE COMPANY CI EN I SU CE OF AMERICA J.h fhAghe-le,Vice Pies ent Certification of Compliance with Prevailing Wage Laws To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Prevailing Wage Laws Contract: Project: 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 , 20_, at , California. (Type Contractor Name) By: Name: [Type Name] Title: [Type Title] AIS O .. NI�C1tA J Yl CITY AMRNEY 1 2675d2.1 CONTRACTOR'S CERTIFICATE L , state and certify that: (Name of Declarant) 1. is the general contractor to the City of Huntington Beach ("City') on Contract No. (the "Contract") for the construction of the public work of improvement entitled: (the"Project"). 2. 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 Contrast). 3. 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"): 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. 5. 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"): I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at on this day of 120 . (Signature of Declarant) APPROVED AS TO FORM By: t-2�a Name: [Type Name] Title: [Type Title] 1 245914.1 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.O. 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: Project: 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, creed, color, sex, 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, creed, color, sex, 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 , 20_, at , California. (Type Contractor Name) By: Name: [Type Name] diIZA Title: [Type Title] E > IF R a-- /7� p ORNEY 3 2�6" U 1 245911.1 City of Huntinat® n Beach ® 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-52277 ® www.huntingtonbeachca.gov a EB.;71 1909�p � Office of the City Clerk t ` Joan L. Flynn, City Clerk September 2, 2014 Sancon Engineering, Inc. 5941 Engineer Drive Huntington Beach CA 92649 Re: FY 2013/14 Sewer Rehabilitation Project—CC-1478 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 project is completed but prior to the release of retention funds. in addition, the following item must 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. Should you have any questions or concerns regarding the enclosures or items that must be on file in this office prior to release of retention funds, please call the Public Works Department at 714-536-5517. Sincerely, 0 qJn L. Flynn, CIVIC 4d City Clerk JF:re Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Contractor's Certificate Certificate of Compliances Bid Bond (original) Sister Cities: Anjo, Japan ® Waitakere, New Zealand s City ®f Hunfington Beach ' Business License 65 P.O.Box 711 714 536-5267 FAX 714 536-5934 California 92648 Lori Ann Farrell Director of Finance SANCON ENGINEERING 5841 ENGINEER DRIVE HUNTINGTON BEACH CA 92649 Dear Business Owner: Thank you for your payment. Attached is your City of Huntington Beach Business License. Please note that approximately one month prior to the license expiration date, you will be mailed a renewal notice for the coming year. If for any reason your renewal notice does not arrive, you are still responsible to renew and pay your business license amount prior to the expiration date. You will incur penalties if this payment is not received by the expiration date. Please post the business license in public view. If you do not transact business from a fixed location within the city, you must carry this license with you at all times. Your business vehicle should also carry this license, and the license plate number of the vehicle(s), if applicable, should match the one on the business license. Please notify Business License if there are any changes of ownership, address, business name, business vehicle, or type of business conducted. Additionally, please notify the city if you discontinue your business. There are many resources available to our licensed business people.We have listed a few that might be of interest and assistance to you. City of Huntington Beach Economic Development Department-714-536-5582 Huntington Beach Chamber of Commerce-714-536-8888 Huntington Beach SCORE(Service Corps of Retired Executives)-714-550-7369 Fictitious Business Name Information-714-834-2889 State Board of Equalization(seller's permit information)-949-440-3473 If you have any questions, please call a Business License representative at 714-536-5267. City Of Huntington Beach Business License Business Name/Service Address License Number A200298 SANCON ENGINEERING 5841 ENGINEER ' ' } HUNTINGTON BEACH Effective Date 11/01/2013 License Type Contractor Expiration Date 10/31/2014 Owner/Corporation SANCON ENGINEERING INC THIS LICENSE IS ONLY FOR THE BUSINESS AND Amount Paid $365.64 TYPE SHOWN. IT IS FOR THE PERSON TO WHOM ISSUED AND IS NON-TRANSFERABLE. RENEWAL IS SIC 8711 DUE ON OR BEFORE THE EXPIRATION DATE. POST IN PUBLIC VIEW Dept. ID PW 14-044 Page 1 of 2 Meeting Date:8/4/2014 ul CITY OF HUNTINGTON BEACH REQUEST FOR. CITY COUNCIL ACTION MEETING DATE: 8/4/2014 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 $172,465.49 to Sancon Engineering, Inc. for the FY 2013-14 Sewer Rehabilitation Project, CC-1478 Statement of Issue: On July 10, 2014, bids were opened for FY 2013/14 Sewer Rehabilitation Project in various locations, CC-1478. City Council action is requested to award the construction contract to Sancon Engineering Inc., the lowest responsive and responsible bidder. Financial Impact: Funds in the amount of$250,000.00 are available in the Sewer Service Charge Fund, Account No. 51189002. Recommended Action: A) Accept lowest responsive and responsible bid submitted by Sancon Engineering, Inc. in the amount of$172,465.49; 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 project consists primarily of lining approximately 5,400 lineal feet of deteriorated sewer main lines and coating 30 deteriorated manholes within a residential tract. The general neighborhood is bordered by Coldwater Lane to the West, Newland Street to the East, Yorktown Avenue to the North, and Adams Avenue to the South. In addition 30 lineal feet of lining will be required on a run located on Yorktown Ave, Between Bushard Street and Brookhurst Street. The bids were publically opened on July 10, 2014. The verified bid amounts are listed below: Bidding Contractor Submitted Bid Verified Bid SANCON ENGINEERING INC. $172,465.49 $172,465.49 BURTECH PIPELINE 194 617.45 $194,617.45 INSTIUFORM TECHHNOLOGIES $196,408.30 $196 408.30 SOUTHWEST PIPELINE $247,091.00 $247 091.00 REPIPE CALIFORNIA $255,710.00 $255 710.00 Item 8. - 1 HB -246- Dept. ID PW 14-044 Page 2 of 2 Meeting Date:8/4/2014 Staff recommends award of the contract to Sancon Engineering Inc., in the amount of $172,465.49. The company has performed very successfully on similar sewer lining projects within the last two years. The total estimated project cost is estimated to be $250,000 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 21, 2014, with a vote of 6-0-0. Environmental Status: The project is categorically exempt pursuant to Class 1, Section 15301 (c) of California Environmental Quality Act. Strategic Plan Goal: Improve the City's infrastructure Attachment(s): 1. Location Map uB -247- Item 8. - 2 PROJECT LOCATIONS HEIL AVE.- 1235' OF LINING BETWEEN GRAHAM ST. AND SPRINGDALE ST. ksl HEIL AVE.- 602' OF LINING BETWEEN In/ SPRINGDALE ST. AND EDWARDS ST. RD 457 - 4749' OF SEWER BORDERED BY ATLANTA AVE. TO THE SOUTH, CLIFF DR. TO V)r BOLSA AVE THE NORTH, BROOKHURST ST. TO THE WEST, AND SANTA ANA RIVER TO THE EAST. V) V) 0 I Mc FADDEN/ AVE. 0 V) z V) < EDIN'ER V) � AVE. z 0 0 ZM _jHEIL V) m AVE.O - j_F__ M (n V) 0 0 WAMNER C) ¢ AVE. V) o Lu Lu V) SLATER 0 AVE. 405 0 TALBERT AVE. ELLIS AVE. GARFIELD ci AVE. M V) (n ry 0 YORKTOWN AVE. 3: V) z ADAMS AVE. C, AVE. Z 0-i AVE Lu INDIANAPOLIS ,Z. 01" < ry 4s ATLANTA M Z) 0 M 0 HAMILTON AVE. x M BANNING AVE. NTS 2013-14 SEWER LINING PROJECT, CC-1478 PROJECT LOCATION MAP CITY OF HUNTINGTON BEACH Item 8. - 3 DEPARTMENT OF PUB' -248- RKS OF 1 H CITY OF HUNTINGTON BEACH PROJECT NAME: 2013/14 Sewer Rehabilitation Project CC#: 1478 BID OPENING DATE: 7/10/2014 TIME& LOCATION: 2:00 PM in Council Chambers ENGINEER'S ESTIMATE: $200,000.00 BIDS SUBMITTED (AS READ AT OPENING) FINAL APPARENT BID BIDDER'S NAME -°" 3 `- RANK AMOUNT BURTECH PIPELINE, INC. INSITUFORM TECHNOLOGIES, INC. REPIPE CALIFORNIA 7�0 (� SANCON.ENGINEERING SOUTHWEST:PIPELINE � CIPP Version 5 CC1478 C�► Ec)4 eaj o UJ CD co . Mx se 30 A 113 00 =z NJ 01 Inr till a3AI333b Ilk SECTION A NOTICE INVITING SEALED BIDS for the construction of FY 2013/14 SEWER REHABILITATION PROJECT CC No. 1478 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 2:00 PM on July 10, 2014. 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 $15.00 nonrefundable fee if picked up, or payment of a $35.00 nonrefundable fee if sent by UPS ground delivery (bidder shall pay additional costs for special delivery). 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 6,600 lineal feet of eight-inch and ten-inch diameter aged sewer main lines in locations in the North area of the City identified as a priority this year. About 1,300 feet of sewer to be lined is located on Heil Avenue, from Graham Street to Clubhouse Lane. Another 600 lineal feet will be lined on Heil Avenue from, Mycroft Lane to Edwards Street. The final 4,700 lineal foot will be all sewers within the residential tract bounded by Brookhurst Street to the West, the Santa Ana River to the East, Cliff Drive to the North, and Atlanta Avenue to the South. Finally, there will be a single point repair in the tract to fix a major offset joint. 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 contract shall allow the Contractor 60 working days to complete the contract. • The engineer's estimate of probable construction cost for the work included in the basis of award is $200,000. 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 3rd day of September 2013, by Resolution No. 2013-48. Attest: Joan L. Flynn CITY CLERK OF THE CITY OF HUNTINGTON BEACH 0 J J CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 190 Huntington Beach , CA 92 64 8 LETTER OF TRANSMITTAL Fax (714) 374-1573 Attention: Joan L. Flynn Date: June 16,2014 To: City Clerk's Office ProjecttC.C.No.: C.C.No. 1478 2000 Main Street Regarding: FY 2013114 Sewer Rehabilitation Proiecf Huntington Beach, CA 92648 ® We are sending you: ❑ By Mail ® By E-Mail(Number of pages including this sheet:) ❑ We are hand delivering: ❑ Attached ❑ Under a separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ® Other: Notice Inviting Sealed Bids Item# :. Copies Pages,. Description 1 1 1 Notice Inviting Sealed Bids for CC-1478, FY 2013114 Sewer Rehabilitation Project These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submit copies for distribution ® For your action ❑ Returned for corrections ❑ Return corrected prints ❑ For review/comment ❑ Other: Remarks: Per Resolution 2013-48 (adopted on 09/03/13), the City Council authorized the advertisement of the above listed project. Please find attached the Notice Inviting Sealed Bids for advertisement on 6/19/14, 6/26/14, and 7/03/14. The bid opening is scheduled for 7/10/14 at 2:00 PM. Please contact me at 536-5259 with any questions you may have, f e FuerAes,Civ' Engineering Assistant c: file G:\CoxsmucrioN CONTRAcrs(CCs)\CC1478 SEwmLugmG\NLSB\NISB TRANwmAL To CLEex-CC-1478.noc etc's Times Printed: 6/16/2014 12:27:23 PM Order ID: 2469282 Page 1 of 3 GROSS PRICE* : $718.75 *Agency Commission not included PACKAGE NAME: Legal-HBl-Bids Wnnf,md Product(s): Huntington Beach Independent, hbindependent.com, CApublicnotice.com_HBI AdSize(s): 2 Column, Run Date(s): Thursday, June 19, 2014, Thursday, June 26, 2014, Thursday, July 03, 2014 Color Spec. B/W Preview SECTION A, NOTICE 1,140TING SEALED BIDS Ins 0 alp t TdY;;Y`,i FY c1°t,'/14 SEWER R HAS,IOfATION PROJECT CC 1o. 147 tr ifie. CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the ,CITY OF HUNTINGTON BEA6,,as.ham i; Y. �� s��led t:As fay T iL ' % (wtl Y1 Q�(; '= zf ='9 fit, U9rli1 �a° , II�''Y` s f ir�rr,lYs:�nr�1,rlY�rr'::'u�_'�" rrtlr��rwu�`al�s's...l!er�rr=��r.T�rr rI ues;._:tsn Plank,Sptd"rrat iGifi*',anr- nr`rao dDoL- enTs We 1 [""o FIB ii, tebe Pid q 0" ieC FFd� s rw'M ' d`1- oC °. „ ir5:iw; Tsr Iltarlsj M� R ,'Arjnww Pam*nz of 15,0 rr fr.rdmfrle ,fo# rf l"�°dol up., a( a)-ent df a S35.t90 r txaahie)ff e If Merit dy 0S s a ,d-&ae�ery ttWI r Shall UMs,r dahm -s`iT Y lee .T,ftlaTr YYt r. ;11h r m"e L"ll t E v: :L1r to I- tha Pig" '4tl{tri i! �. u L���Te.�Yl aim 5 .e Or- rf�rY°. :r�r.W003.fYt In wvadeng poMw d pm wa ges'M eA&ffa It a liti6 DTI 'w of typ—e of wTr'lkrr. rrf°r'+ti,lYal1 t0 �^ arrUj t1 e. �:CI":1AC'' halal li w+ t—1p� eterr-r t;r+, dig%,TE'_'3r Ir;w.Y°x:P aY r P' i"I'iKu "cf the.rate'rf t l' P jt The if D sblli EO$ Andes Time$ Printed: 6/16/2014 12:27:23 PM ME D I A G RO UP Order ID: 2469282 Page 2 of 3 GROSS PRICE * : $718.75 *Agency Commission not included PACKAGE NAME: Legal-HBl-Bids Wanfnrl 1'�e.tr��tiC`rr��It!�edu�t 3 r+�terrt�u�[rare 'I'l,fiai�+gis�y�e,�lrr_�I"�$�, tG°I cntr tt rt ay U ,tisrate.a"owcw halve;;wri ,0 er uw vak ibf irterfisan t� cr rdante vial*the;nFwwGriis @f the:hl l'lc(onLpCr Lltdds, Writfa onenef Cf tlry' ut e and shill Fff,�io-any iro eqtl,ifl.co. fil h . E;lf't he eh " a!fliurnatily en=Lres •tl a; rrhor tatsirr:51 rrtrles ta°I#L affrre fli"r= ,arlitr'tt tort:lt�ls t r r : ;r� tat t7p,s'Jnali?'a,6ad ","`:[I nat.be dlscrinrinaiod;. yaritt npt'Ihc nisi°��r:.[:kty jCfal ClIs Iri, IQM J p'w r5 :d, r1P ,.i,t 3rir Itr any n ,b,er t°rr l aalhg tea the:a'v.and 41 mhudq,'. Ids 6d'trail 6e cwkered unless it is repa€erg Or,the apprUyed N',-aposal f�drrti5 r C r i^r€ialrCe`l"ritli she ifl;tifiLtiL�5 t Bldde'rs a5 dc-Ier133r ed my acr_I-wnila wr4e, `ray a tettlfl��rll��l.,caat,£er s I a,.l;:w bdl#ar:b0d made fslr.hie (" t` fll a;r r arr:I.:r. 01 :s thin 1 `0~0f,she aw"pi-€srd. The site s#ut t�rd-,at'1peA be ce-Is T act°radat�e.' ,nos pl dl Ive-=s ot'aha' �hsfirt�ss' r Frefm ins r e itd =gall w!ES ar .,er,hij= Re-1Apjq al ar<rrac,cfa anti ih s it fbcwntruaw R,v!H da r ll�d,th p-Dss S a+str j IIee,E5 ritnt the A, t:.tEMUSiors if �qq paces will k will"a.uta ve?i191rat oI) twr9'[ha;"NCnW` v i ,e Vadat`"n uet'w"w`e i" the wrl'ir,vile'and tl~e ext0si6n .kl:,e rt p!t:e asill 'Project wI4rlPttrert '- .k�viea tirlt�Xti prima€rye lrriir;a s'wl.t rtL sev.er Pipe"based rn rragrtenan ptslrr°w ar'tl�i-din" wF' r.#'Ln, he s!ape g vve for tt'=e lo-ry ���k°lw oYc�u1 e Nam' "loq;q fie. treC `--t°-Irlr¢"aAd tent Wch dia11"wtpl da d y h�Wviv 1wlx"'wesf n ] at:r_-rt r-the °owthi are a,o ti•"e 6-v r er.,vfi0,as.:;pnr Y, -1'is yeda;. "tr¢tw, D s t a 5w°'dfl ►.iw be r911 r Ica t Ot"# tell 'a hi £= r19' t rrll°I t`r t to 0t,,t k alvr# rrr t i 600,tGiii°sl �t:'(w 'rill tl"_;F'ti on 110 koerrue m,fly"Ct oft l-u,e s'o,-dw3rds 1trek The ,rtt t, u'f t_=attl be at sry>" S w..trir" the ret,l! rtrar irtw e[3 ,i°:fed l E ]sat➢urS tra.µt wrl ti+ S°'=` st.t`a an;4 44,a 11;!''mer t9tti tsa%,CjVtDoyr t ti a tt",rtt, 1nr.with..a,AverLf to ire tl'ia`t€w't-tl"ere mill hie e finge pttlr't `pa ir rl Afe ti p.to `rit a rnaa rtl�t�t j#L€I": :-Se imation 4u.l9ld riwll'tlt fforr king al t13= kwr$,iirR t L are i(tl w (ir$ w ti wa um ey._u s, ,tom t qtotndwazer ieep 4e ti:raiigr_pipe and°rli l,,o� Cos N42cles Times Printed: 6/16/2014 12:27:23 PM ME-ME-1 DI .A. GROUP Order ID: 2469282 Page 3 of 3 GROSS PRICE* . $718.75 *Agency Commission not included PACKAGE NAME: Legal-HBl-Bids ind.:iC't;- r i `«"t, V1i'bI 1`'Aed with ifrbm&1 ear_ r i1 THHO .I r rffles € i°;17 r Tiite�6 aid', tdIrd t v t7 ":3=Ti i"o�rvacl antldCrs.}Y:. ThL- nusa shall a il1H C1: � Slrrldtt kf -.* t .''..tall 1 C. Ywtil r th*'.:'uC Rp'«a, W7° "fwir 3 r i t ht.3Cr �.6 t'y C i) 5, f."CN]CC_ n and F,xa�iidl;t i"d3'o:i pC�d#vi t tC3 C idG�V3aLl"'+, C r'° r ' i,'flu It tkf the CI lr l f',,; 'l lf'V`' T .#lF`�-J t T!`. 8E ,Ili _lfii'l 111 , t Ord ptt°°liar 1�1 13r auVen r. 2013 4 a. Joan „fi an 0"'1 Ito tit"+.Irt'8F!MT hr O: BrP.CH UNSUCCESSFUL BIDS. CC- 1478 FY 2013/14 Sewer Rehabilitation Project/Various Locations City of Huntington Beach • - 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachea.gov Office of the City Clerk - ` Joan L. Flynn, City Clerk September 22, 2014 Burtech Pipeline, Inc. 102 Second Street Encinitas, CA 92024 RE: FY 2013/14 Sewer Rehabilitation Project/Various Locations—CC-1 478 Enclosed please find your original bid bond for CC-1478. Sincerely, Joan L. Flynn, CMC City Clerk JF:pe Enclosure Sister Cities: Anjo,Japan ® Waitakere,New Zealand . �... 20(�JUL (0 PN 12: SS CITY CLERK HurJT.1nGrQ�OF jFV( ku astf �'. tf i,Apr `*'t' ft 1 1 *� -��„� '� , - i W- �e �r .b. � '�'s ` ,ry .�,. �as �3 Y a for t4 h 3€a tti c6, i t a� Rw €� yyyy '1$' A�� JNtw '� -� ��. 'y r rr, FY 2013/14 SEWER REHABILITATION PROJECT k� , a t * 7 Md; 1 Ali jjFAI'. in the i3err� 3 i hx k`3 w 6 id �'` l'k. �`�b i° rt ft��- 5 � s a`}2� -���, 4i !wrap• - Gam'"��f -� w�' � P CITY OF HUNTINGTON BEACH-DO NOT OPEN WITH REGULAR MAIL vL la �1 !),IprCrJ. c 3 P�}r+t a e tF.� 4`,H"i'+ ° 1 h a s�yt win'. 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"`f .f�, € `�' SECTION C PROPOSAL ' for the construction of FY 2013/14 SEWER REHABILITATION PROJECT from PROJECT LIMITS CC No. 1478 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 60 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 &t7-) S o PD in the amount of MAI19 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. ,DateReceived, Bidder's'Si nature 1 Ju( 1, 2oi� C-2 /• I SECTION C PROJECT BID SCHEDULE FY 2013/14 SEWER REHABILITATION PROJECT CC-1478 BID ITEMS Item Description Quantaty Ig7mt Unit Cost dotal Cost x, �. ti �,xx r �., r - ' x `' e '� aa y. '•4 (t ink EXtensl0n) 1 Mobilization/Demobilization 1 LS $ $ o��(b(7• nb 2 Furnish Traffic Control 1 LS $ UO•00 $ gSO.00 3 Cleaning and preliminary video inspection of 8"sewer main including tree roots and calcium removal 5351 LF $—L�l 0 $ 10 0.70 4 Cleaning and preliminary video inspection of 10"sewer main including tree roots and calcium removal 1235 LF $ I•'10 $ 5 Install liner and post video inspection of 8"sewer main 5351 LF $ ogs•VV $ �33,1"1S•U71 6 Install liner and post video inspection of 10"sewer main 1235 LF $ 21a.7s $ 7 Grind and re-open sewer service lateral 148 EA $ 70•U0 $ 11010- Construct point repair of major offset joint at Brookhurst St on line A14 of exhibit per Point Repair Detail in specification and HB Std. Plan 503. Item includes all appurtenances including 8 but not limited to pipe, bedding, couplings,temporary bypass pumping and collection, encasement, aggregate and base asphalt concrete to match thickness in kind, and any other item required to complete repair. 18 LF $ &00.0p $ 10,$o-0.0 TOTAL BID AMOUNT (BASIS OF AWARD) $ )1q o`7 • �15 TOTAL BID AMOUNT IN WORDS: On e. n r_a PJ�r�e - al�r Sig Hurd red �e e 9011a rs Ord fort five. G.r* Onl4- 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 Per-prr»an Ge Pi pe.l ir,.Z Technoh j 3 Sgol viarner aft. #48L1 48P-524 Cy2 %10MR.3o Hunt,ri to-n 6eoch, a qnq{ 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 11i 1 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 '110111-4 , at E"6 hi to.s CIA Date City State P0 m n G �' —P>.ArA-v—c-h , being first duly sworn, deposes and says tha he pr she is Pre- fi Y% } g CEO of &u crn Pi.t�f I r_a -i n c. 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. 8U12T1✓CH PI ra i% ffocoryo rATED Name of Bidder 41 Signature of B' r_ oa Seco 6) 6n oar CAII'DI 9 Address o Bidder C-4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CA RNIA County of On 9 ¢ _.pe4re me, Arthur P.Arqu la,Notary Public Notary Public, ale Insert Na of Notao exactly V it appears on the official seal personally appeared /,41 Names)of Signer(s) ARTHUR Commission No.2051358 0 VWcommmion.6pims NOTARY PUBLIC-CALIFORNIA ; who proved to me On the basis Of satisfactory evidence to gSAN DIEGO COUNTY be the person(s) whose name(se sl�re subscri ed to the January7,2018 within instrument and acknowled o me th a he/the M V executed t�i>me i its er/thelgr authorize city(ies)ARTHUR P. ARQUiLLA and that ber/their signalure(s) on the instrument the Comrnis.onNo.205t358 person(s), entity upon behalf of which the person(s) ^ NOTARYPULUGCALIFGRNIA acted, executed the instrument. SAN•DIEGG COUNTY ti I certify under PENALTY OF PERJURY under the laws of ILLA the State of California that the foregoing paragraph is true J yt% Commission No 2051358 0 and correct. v NOTARY PUBLIC CALIFORNIA r SAN DIEGO COUNTY Witness my hand nd ffici I sea Commission.Wires January 7,2018 Signature Place Notary Seal Above Signat of l7otTry Publilf OPTIONAL Though the information below is not required by law it may prove valuable top lelyvirg on the document and could prevent fraudulent removal and reattachment of the form to another 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: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer —Title(s): ❑ Partner ❑Limited ❑General ❑ Partner ❑Limited❑General ❑ Attorney in Fact ❑ Attorney in Fact ITTIMIMT ❑ Trustee OF ❑ Trustee OF c ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: 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 2013/14 SEWER REHABILITATION 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. 8uMM PtPELtNE 4X . Contractor By N9 i & Cho Title Date: I I b l C-5 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 @dNo 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. buat-c" plfeLiov-- toc . Contractor By Prtsi clu Celt Title Date: C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: BLERT�GtI P1P�L�N� 6�� . Bidder Name lot SEW ST(ZtU" Business Address EOC40ITAS, GA 412024 City, State Zip Obo > Co34- 9227— Telephone Number 8?,0 L Glass State Contractor's License No. and Class Q4 Original Date Issued earl . 31 , a-al(o Expiration.Date The work site was inspected by -Fra nk- TU rQ,-,7-,P of our office on �v�l 3 , 20 i-1A The following are persons, firms, and corporations having a principal interest in this proposal: Dominic. J guriech — Preslot. 4 &ct0 u1i Q J. F.,uri-tck- V 16 P rv-s iini C-s 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. WTEC-I P1 PW Q:r* IN COM R A-Mc> Company Name Signature of Bidder J�OM lid 1� J. �u •ECG Printed or Typed Signature Subscribed and sworn to before me this day of , 201_t- A�RTHl1ft .ARQWLLP� Cd7nrtria4ion No. RY 20513$B �• NOTA PUBLIC-CALIFORNIA-=-� v ` SAN D(EGO COUNTY NOTARY PUBLIC I Cflmmisslon.t ipues January 7,2016 NOTARY SEAL 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: i. CAN 6f San Di ep fayb slrre4 , Su1k 9-00, %- n Pimp, eA ialal —� Name and Address of Public Agency Name and Telephone No. of Project Manager: fnar!lam � 5,�107, I�3. 15 Pi�ei►r�.e. Rei�bil>'����ar� t\l'-1 3�1N12�1� Contract Amount Type of Work Date Completed Provide additional project descri tion to show similar work: , f 1 o 43464 ff '' �Cw-er`ryVI`` InC(U- - "1 &(w-ef M 3 31 MOItin d4knoiAS ftd aSAd0LJed g,� b!), � . 2. Gay of San Di rya 6m b yJ S-tvie en, �' 0 Vi lep�b. GA oJ9-101. Name and Address of Public Agency C-9 Name and Telephone No. of Project Manager: 9-ea an O1WO (b)0) 533'15-905 _ �, �31.013-�1 P,pel►,n¢ P ,b�l�-la��o� K-1 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: ah),OOL tar 35,111 6P gh �e*Or MALO . ° laotI Lt �+[ yqv,} d 3 m � •� � - 3. G►'� �oin Vi qp Am Drivte Sa IDW-, 2123 Name and Address of Pdblic Agency Name and Telephone No. of Project Manager: (tol!DW Contract Amount Type of Work Date Completed Provide additional project description to show similar work: abil ' (A)1 6o 01 R'I f 1nctv-4 , s C-]0 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: 76D —`7W-3—�75,5.2 C�xa�rovi�w�.c.TE�zcepTo2 Project Name & Contract Amount Type of Work Date Completed 2-0/3 �i�,ds� Project Name & Contract Amount Type of Work Date Completed .��.�. Difl�0 zeaioveG ?.R�rc; Project Name & Contract Amount Type of Work Date Completed Name of proposed Superintendent Telephone No. of proposed Superintendent: Project Name /& Contract Amount Type of Work bate, Completed GQr,�r��Ces ,��Gc CJo2 s Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed C-1 l City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE for FY 2013/14 SEWER REHABILITATION PROJECT C.C. No. 1478 July 1, 2014 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1. In Section E of the Project Specifications, replace the section 500-1.1.4 Cleaning and Preliminary Inspection with the following: 500-1.1.4 Cleaning and Preliminary Inspection. Preliminary closed circuit television (CCTV) and pipeline cleaning shall be performed prior to to any rehabilitation. The Contractor shall protect manholes to withstand forces generated by equipment, water, and air pressure. After cleaning, the Contractor shall also confirm the inside minimum and maximum size (diameter and/or configuration) of the pipeline. The Contractor shall be responsible for the removal of debris from the pipeline and restore the pipeline to a minimum o 95 percent of the original diameter or area, as sown on the Plans or in the Specifications. Pipeline debris as describe as, but is not limited to, calcium deposits, sludge, dirt, sand rocks, grease, roots, and other solid or semisolid materials. Refer to 500-1.2, Pipeline Point Repairs, for the removal of obstructions. [Delete the second paragraph and replace with the following:]. The Contractor shall use High-Velocity Hydraulic (Hydro-Cleaning) Equipment(per(b)) to clean the pipelines and root cutters or porcupines attached to the winches for calcium and tree root removal. The Contractor shall assume that most pipes require normal cleaning (at a minimum three passes) with Hydro-Cleaning Equipment and others will require extensive cleaning (at a minimum three passes) with additional use of root and calcium removal equipment. CCTV inspections are available to Contractor for viewing of existing conditions at the project locations. Contractor can view videos through by downloading files through Agency Advertised project link at: http://www.ebidboard.com/public/projects/showproiect.asp?mbrquid=(167CB833-B305-40F6- B121-1 F1 D482930F5}&proiectquid={72123768-15E9-4139-AAD4-F5FDF34FB7FC} 1 The cost of all cleaning and any required root and calcium removal necessary for lining the pipe shall be included in the bid items for"Cleaning and preliminary video inspection of 8" and 10" sewer main including tree roots and calcium removal" and no additional compensation shall be allowed. [Delete the last paragraph and replace with the following:]. The Contractor shall use a vacuum truck or approved equal to pick- up all debris before it can continue down stream. The Contractor shall dispose of all debris removed from the pipeline, in accordance with current applicable regulations. Any hazardous waste material encountered during the project shall be considered as a changed condition. Refer to 3-4. It is the responsibility of the Contractor to take adequate measures to insure that no debris is allowed to enter the District's trunk sewer. If at any time debris does enter the District's trunk sewer, the.Contractor shall clean the trunk sewer to a point downstream as determined by and to the satisfaction of the District. All costs of debris removal and cleaning of the District's trunk sewer shall be borne by the Contractor and no additional compensation will be allowed therefor. Bids will be publicly opened in the Public Works Conference Room on the 1st floor of City Hall, located at 2000 Main Street, Huntington Beach, CA 92648. This is to acknowledge receipt and review of Addendum Number One, dated July 1, 2014. Bu G� Pt � t�>✓ ioc - Company Name By -2-01 u 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. -2- 2500 W Orangethorpe Avenue,Suite 120 Fullerton,CA 92833 951-232-7857 www.ahengineers.com July 8,2014 SUBJECT: Huntington Beach, CA Sewer Relining — 8-Inch and 10-Inch Diameter Host Pipe Cured-In-Place Pipe (CIPP) Wall Thickness & Hydraulic QUAM Calculations Dear Mr.Frank Durazo, Transmitted herein are the Cured-In-Place Pipe Wall Thickness Design and Hydraulic Capacity Calculations for the 8-inch and 10-inch diameter host gravity pipelines based on fully deteriorated host pipe conditions and in accordance with ASTMF1216. The calculations are based on the following: 1. Pipe Diameters and Slopes as provided 2. 2%ovality 3. 1,000 psi soil modulus of native soil in the pipe zone 4. 120 pcf soil density 5. Gravity Flow The nominal(tcn-p)liner wall thickness provided for the host pipes are as follows: Pipe Size in liner Wall Thickness mm 8 4.5 10 6.0 If you have any questions or need further assistance,please contact me. Sincerely, Gilbert Hernandez,P.E. Principal cc.Chrono cco 06 Fi■i�K d C•N■r Abs•a Tap d am, ` `¢ ~ v�m 4' N v p w SL Z . c g � a � �3 p o°oa�38if88+ n n S $ a - z •03 O o a Mvl � 0 12 1 V v I � �SL „_� L.A cx ,� tad. �1 � � i � o p�s4. L) v'obb��i S a i o i bboo .. 4 M TUB v 5F : XP9 ,99 <nv.9Fx�'°'zp m 25 8$�" „ Fa3aao r ` i ■ • ■ r • ■ ■ ■ ■ ■ • r • • • • ■ w ■ ■ ■ ■ ■ ■ ■ ■ d �r S a o � at N p V V O + N x + O 8 6 Vim+ b � bcbbVb �N$ $ 3 wgbo� a a C O a c Cb > ai rw aa,00 cn 8000 ���` a a, o b b to tr800 8 y� a a" 52.E aD 52,000 y s m 40,000 $ a� 80,000 i O Q 80 000 v _ o� � o+ 9 - 80,000 ; c 52,000 V a °D 52.000 1 a $ 8 6 gn 52,000 ` 2k. 4; 52,000 v v �.y CD 1, R 3 o C7 o �?jo .y 0 �� a`C ModAs of eYdk*of ccria to(psi) E.■ 4,000,000 dainit vdn is 4.000.000 Polesoift ralle of cordnb(ass) M■ 0.3 dahrRvabs Is 0.15 CALIFORNIA BEARING RATIO,CBR mod" atrbrad a reaction(Mr?) k■ 250 aM ad(aoertt R9u+e 70 T Mdanes of concrete pavement(In) h- 12 0e*of cover.by of pipe b"MH of slab(ft) H. 9.0 UNIFIED SOIL CLASSIFICATION X• 0 assumed s 0(worst case) Corps of Ena mare U.S.Arary Horizontal distance from pipe caritarfiia(ft) end U.S.Burge of RsdaaiN ioa Radius of stiffness of the dgbd pavartrMt(ft) R.■ 3 32 Ra= , Ehµ2 Wheal bad(be) Pu' ,E 20 AASHTO SOIL CLASSIFICATION Federal Highway Adadaktratlen woret-case baring scenario is for 2 beds spaced OAFI.apart and Is calculated below.For abamate loading cordliona,we Concrete PIPe Hauabook,ft EdRon Pneseur@CoafRclent(C)forXMs■O 21=60.8Rs FEDERAL AVIATION AGENCY '�of p d0ip".e Sea C .25 lartiRadM ash 0 y■4LOO la+0.olotlP-0wM+0Ml2 02 H X RESISTANCE VALUE,R 015 N M V 0.1 MODULUS OF SUBGRADE REACTION,It.gel per teen ■• e• ass a. a•s ••a w w wsa M05 .s 2.M BEARING VALUE,pd C■ 0.078 (30•in.disaster platb IL We.ddMatlM) 0 0 2 4 6 a 10 CALIFORNIA BEARING RATIO,CBR WHO . • ! •N IV N n H N M M/e N w Aigwn I"bed transferred b pips at do*H(psi) w,A■ O.Oo vu■CPIR; rQQ�r CSS►ON,�� WAN HERN yc� Partially DebrloraMd Gravity Pip.Condition tv _ ,-q„ooCl C �1 C 69170 , ovaity reduction bolor(dimensionless) C 0.84 ((1+q/1 00]3 T "� re- 0 EXP.6-30 4 �Ir Exderr-hydroe%tk pressure from groutdesmr(pso P.■ 3.39 P.-y.,(6+OM )M44 �t Mrimsn ltideiaes req i ed,hydraNeBc bucking t, 0.18 in 4- D ASTM F1216.Equation X1.1 ST c l)10- ■ 4A4 MITI2•K. .0 +t q�OF CAS-�F� Mk*nu m tiicWm required,ovally check 6■ OAS In 1.5.100 11+100)SDI -OS•11+1q-SDR-N■0 ASTM F121 O.Equation X12 • 1.38 Min / 111 SD%■ 164 If P.m 0,defaul SDR=100 Quadratic feckn for Eq.Xi 2 a- OA30S used b sdis for SORB and V b- -0.510 c= -1031.097 Fitly Deforbrailed firarRy P4»CondNbs Toll ilve bad transferred b pips el depth H(Psi)- W.- 0 64 From We bad calculations water basyen cy beW(drnansiordess) R.■ 0.T7 R.=1-0.33(H,"(sin.vdus=OA7) Mar r H.4,use H.■O In this calculation ToW exdsrtnl pressure on pipe(pal) Is WAS a-OA33H.+o5jiFtJ144+W. HgW If".use H.■0 in this calculation CGs"went of siaatic support(I") W■ 0 324 W- a0set) *-flee Nob X7.3 of ASTM F1219 in Mldmum illidoi i m required.Luschaft burIft ewAllon 6■ 0.18 in r-r �N9i ASTM F7 216.EE*n*m X1.3 ■ Q96 Mn IL32•R--,w- , 8L c Minimum thickness requred,Pipe stilfmas to■ 0.16 lin ■1 4.18 imm t-(&OM-121E)" ASTM F1215,Eiquadon X1.4 Pw 01*Debrb/aled Pheswre POO CosdW*n Minimum thickness required bvAbdand Iriamei pressure tK■ OAD In t„_D(UDM2j5MvJPN))ta+1) ASTM F1216,Equation X1.8 In spanning across any holes In the o owl pipe vial dlD- 0.00 If dlD>1.83(f�D)x.ASTM F121 S.Equation M.S.titan Mar Is In ding tension or hoop skew 1.83(tn,ID)na- 0.00 acid fully datedonded pressura pips cordida apples(ASTM F1216.E quellon X1.7) Mrimsm fdolanes►equired by design check tn„■ 0.00 In ■ 0.00 mm Fuify DebrioraW Press"P$■Cw dNbn ■ 0.00 b 4rs-DI((2 ottlar)*2) ASTM F1216,Equation X1.7 Mrdmm thicknm requkad b vnlBiatard al etdernai tp bads and to full Internal pressure ■ 0.00 mm CIPP ME 7bieiviass Dasfuuu Suntmary Host pipe aondiUon Fully Deteriorated CIPP end um appication Graft Flow CIPP ou ide dlnmster(host pipe Inside d a meler) O M 10 In Mk*MI n CIPP tiiobnss calculated 4a 0.18 in Greatest wl s abaibd from ASTM F1216 Equation X1.1,XI 2.X1.3 and X1 A WnwlV fbw)or ■ 4.69 mm greatest of X1.1.X12,X1.3.X1 A and X1.7(presw a pipe) Minimum recommended um CIPP Bidsiess recommeed t.r OAS In Based on a maximum SDR-1 W ■ 4.69 mm Nominal CIPP Woknses b be suppled tow 08.0 MM Rounded W to the nearest 1 S mm b rNlod standard CPP thicknesses ug3bd SORMPM 42 SDR■D/t Mndman roconvia ded SDR for CIPP Is 100 per ASTM F121S CIPP Daab+Tarruplale 7AM14 NIX CIPP kwWs dam(in) 4• es Fbw area of host pipe(I') Aim 0.88 Fbw area of CIPP(fly Ac• 0.50 Capaft of hoot pku(ck) 4• 828 Q-1.4W*Rw8/°(MaNiIo E*Nftn) Capeft of CIPP(da) 4• 10.e1 whore RN=hydraufo►adus=Dl4lbr pipe 1bWM U %InawaMecrme in FbwCapack AQ Q�-FESSIuj EXP.6.30-L sT CIVIL OF CAt��� CIPP Design Twpkte 7I802014 NEK N@W*of Cov■r Abw■Too of v l a 0°a.N r v S is -' �.H IM ^m p '�( \� N�Be 7[ $ gag ss s F t3¢E�' O O IM 9a• � pia- r ouoa215j$'�£ 3or o o z 3 a a pp o i.LIZ �^ 1 � s 9 �N O s i4 a Q7 o • �= g � �\ .;' �, =off; � � � �&+� g � � � � � � ��3Wi 88 _ 00 OI 4C 00Pb IS pj bbbb jiNM ice' 0 1 q V ul to O 4J.�•--- _ + + + RP 9 e n-O.9M=min m ��' ofS9'w p Q a p C ( ; uu � i a 80,000 b a b u +a■.a• o .� 1a p o v 4�i o. eov -`-"I,.a C a a + + + b�$# bb X 3 bbQo� Qg3 3 35 a ug JJ J o 2S 98 °° 80.000 °I I I I A 11 111 3 or 80,000 S o 41! 80,000 �° Q s y� + 80,000 ✓i $ w S c 52,000 962,000 g T to 52,000 ate,' 52,000 �6 S fig n4 a s + 0 000 ffi 80,000 o o C N dadio S cc i 52,000 62.000 62,900 n Fr Ccr ti T 1 Moduiva of mks"Of carter a (pen E- 4,000,000 detau1t vain la 4,000,000 Pabson's raib of cony (dimensionless) P- 0.3 dolour value la 0.15 CALIFORNIA BEARING RATIO,CBR ModLU Of sutiWada r WUM(birl) It- 250 sea ati MA flgrrs 0 1Tickness of cowrob pavement(In) In- 12 Dsplhof cover,by of pips b txrlbmof slab(11) H- 9.0 UNIFIED SOIL CLASSIFICATION HorI= distance from pips cerrterkw(R) XMI 0 jossurned-0(worst ass) Corp of Eneirl•er•U.S Army ••a Radius of sttl6ess of tie rigid pavement(M R.of 3.32 Re_ E hs U8 Bun•u oI Rslan.rion 1 1-µ2 Whsel bad(to) PLA El 90. AASHTO$OIL CLASSIFICATION Federal Niyleey Admlai•trNion Worst-cuss ba ft scensrb Is for 2 bads spaced O.ER4 apart and Is calculated balm For aBemw badtng pond tons,sae Canore6f Ares Handbook,M EdlUon Pressure COeAlolent(C)for 7URa-0 2 leads 0.E Rs spat donFEDERAL AVIATION AGENCY IL26 axle of Pipe Sell CleMifionion y--0.00OBIIs+0A1017tr-0.01Bitx+0.Z1Nt 0.2 H J( Q15 RESISTANCE VALUE,R \ W M 1 7 M V 0.1 MODULUS OF SUBGRADE REACTION.It,pI per• w w we w +•• w• •a•a we 0.05 HIR.- 2.707 BEARING VALUE,pl C■ 0.076 M in.dis new pies,B.l i&detlsetif bel 0 0 2 4 6 e w CALIFOONIA BEARING RATIO,CBR WHO a * ••» s r •• « w M s ww.�• Airport In load transferred b pips at d"M H(pal) WLAJ 0,00--1 Nu=CPIR.= Partially Deteriorated Gravity Pipe Condition 1-q/100 a j. O reduction Mcbr(din ensici esa) C■ 0.64 C= wUy [1+q/100f �"F , C 69170 r Exbrral hyldrostaBc presses frown Woudewlr(p@Q PA 3.32 P.=T,.(H.+D112y144 Minlram tiielaross raqulred,hydrostatic burddng t4=I 0.13 In ti' D ASTM F1216,Equation X1.I CNN%- � - 321 an 2)- C +1 OF Cp1.l�r MlnMrum0kkises required.ovollym. to OBS In 1.5• V •l1+S-�•SDI1a-0.5•�1+�-�•SDR-0L-0 1.36 100` 100 100 P•N F1215,Equation X1.2 min $ORR ISO f<P.=0,detour SDR-100 Quadratic facbrs for E4.X1.2 a= 0.0306 used to soW a for SD&and 14: b= -0.510 C=-0772575 Fly Dabonlan ed GrwMp 1114w Condition Told M bad transferred to pipe at depth H(pan- W.0 0.64 From lure bad caluiBwrs Water buoyancy factor(dinensbrisss) Ron 0.77 R.-1-0.33(HIH)(rain.vela a 0.67) Hills;tl N.4,use He-0 In this calculation Total aidemal pressure on pipe(pan qr- 10.37 q-OA33H.+ab.HR M44+We jMr.If H,.eO,use H-=0 In this calculation CosMlelara of slsadc support(Inb) 8'a 0324 Era 1!(1+4e Oi0o`) L�«-Des Nob X1.3 of ASTM F1216 itst3T Minimum BieJaless required.Luacher's teidcin0 equation t6 a 0.15 In r= (N4,)'•D'•12 AM F1216,Equation X1.3 -1 3.73 min L 32•!t.•B••A!-•E,,•C MI dr,u.tlicbess regutred,pips stiffness t4= 0.13 In -1 3.35 mm I a(D160.093.12M)m ASTM F1216.Equation X1A PartlsYy,Ds6ufaabed Pmssurs Pow Cond<Mon Mlnlnm Wdouas rsqudrad b wllhet nti ldernsl pressure t„- 0.00 ti tR-DdQ(DfdN5.33•-^))'2+1) ASTM F1216,Equation X1.6 to spenning across any holes In tle original pips wel d1D- 0.00 R dID>1.83- 0)'%ASTM F1216.Equation X1.5.then Mar Is In ring tension or hoop ebess 1.Wte,M)n= 0.00 and fuy detarlwated pressure pipe co Me appbs(ASTM F1216,Equation X1.7) MMna1n dicloess required by dnlgn deck tl"■ 0.00 In - 0.00 mm FL*Doled waled Pressum Pore Candlilan MMmurn titiclanss required b Whiland all and r al t'.- 0.00 In Ir,==D/((2•snPN)+2) ASTM F 1216•Equation X1.7 bads and the ftll Internal pressure - 0.00 IM CIPP MAIN AULUMM Host pips condition I*Debrlcrated CIPP and use applatlan Grw4tw Flow CIPP outside d omel r(host pipe Inside diameter) D- -6 In MMmum CIPP Wdmw calculated to,a 0.15 In Greatest vain csbbtsd fromASTM F1216 Equation X1.1,X12,X1.3 and XtA(gravRy flow)or - 3.73 mm grewst of X1.1,X1.2,X1.3,X1 A and X1.7(pressure pips) Minimum CIPP tliclaess recommended tw= 0.15 In ■ 3.73 Based on a maximummaximum SDR=100 mm Nominal CIPP Micbusss to be suppled tQ.■ 4A mm Rousted up b tta nearest 1.5 mm b ref a standard CIPP tdcbmms sllppbd SORB- 45 SDR=DA Ma idnum recommended SDR for CIPP Is 100 per ASTM F1216 CIPP Design Template 7^12014 NEK CPP VOM dtsm W(in) D'a 7A flow area of host pips ^a 0.35 Flow ana of CPP(fe) /Ito 0.32 Capacly of hat plea(ds) As 4.67 C-1 A88•A•Rm4 4(MamtV�s EW tbn) Capaciy of CPP(do) 4 s 6.07 wfwo RN=hydnulc m"=DA for pips fbWM ful %4iusasekboo as in Fbw Capady AG ��QZO�ESS/pN HER C 69170 EXP.6-30;a CNIL pF CAILNI !h CPP Dadpo Twmim 1181Z014 Ntx Hi ' A WORLD OF FIBRES 'E r LIED EELS' Applied Felts, Inc. 450 College Drive, Martinsville,Virginia 24112 Telephone (276) 656-1904 Fax: (276) 656 1909 off ice@appliedfelts.com. May 19, 2014 To Whom It May Concern: This letter certifies that Applied Felts manufactured tubes meet the material requirements of ASTM F1216-09 (paragraph 5.1) and ASTM F 1743-08(section 6) as well as meet the minimum strength requirements of ASTM-D5813-04 (paragraph 6.1). All our materials and finished products are tested to ensure suitability to the application. Each liner is typically tested in 28 different ways and traceable test.data is available for any particular liner. Applied Felts has provided polymer coated felt tubes for use in Cured In Place Pipe (CIPP) lining for more than fifteen years, and supplied materials for the CIPP industry for more than twenty years. Over 80 million feet of our liner has been successfully installed worldwide, of which 65 million feet has been installed in the United States. Our liners are assembled in Martinsville, VA, using only raw materials made in the USA. Applied Felts is a registered ISO 9001 i2008 company. Burtech Pipeline is a certified installer of Applied Felts lining products. Sincerely, W. Mark Sanders General Manager AAiS NAS SURETY GROUP BID BOND CONTRACTOR: SURETY: (fVume,legal status and address) North American Specialty Insurance Company BURTECH PIPELINE,INCORPORATED 475 N.Martingale Road,Suite 850 102 SECOND STREET ENCINITAS,CA 92024 Schaumburg,IL 60173 OWNER: This document has important legal consequences. Consultation !Fume,legal stains and address) with an attorney is encouraged CITY OF HUNTINGTON BEACH with respect to its completion or 2000 ilIAIN STREET modification. HUNTINGTON BEACH,CA 92648 BOND AMOUNT: TEN PERCENT OF GREATER AMOUNT BID -- Any singular reference to Contractor,Surety,Owner or other party shall be considered PROJECT: plural where applicable. '(,Name.location or address.and Project number,i�anp) FY 2013/14 SEWER REHABILITATION PROJECT FROM VARIOUS LOCATIONS,CC NO. 1478 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 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 tern 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 3RD day of JULY 2014 BURTECH PIPELINE, INCORPORATED (Witness) (Principal) (Seal) (Title) =cialtv JR.,PRESIDENT North Americe Company ('Witness) (Surehv) n (Seal) (Title) MICHELLE M. BASUIL, ATTORNEY—IN—FACT This Document conforms to the.ILd Doctnneni A310T"f—2016 1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 77 . STATE OF CALIFORNIA County of SAN DIEGO On 07/03/2014 before me, GLENDA J. ROONEY, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared MICHELLE M. BASUIL Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(&) whose name(&) is/af-e subscribed to the within instrument and acknowledged to me thatite/she/#gt executed the same in 4-rie/her/+H-e4 authorized capacity(iGE4, and that by-4ist'herA4:i4_*signature(}on the instrument the person(&), or the entity upon behalf of which the person(-,9j acted, executed the instrument. �.•�:., OFFICIAL SEAL a GLENDA J.ROONEY 3, I certify under PENALTY OF PERJURY under the laws of NOTARY PUBLIC•CALIFORNIA$ the State of California that the foregoing paragraph is true Co f SAON MM DIEGO COUNTY and correct. MY COMM.EXP.MAR.�02017 Witness my hand arjo official seal. Signature -f Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another 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:MICHELLE M. BASUIL Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑Limited❑ General ❑ Partner—❑Limited❑General Cif Attorney in Fact ❑ Attorney in Fact ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ITopof thumb here ❑ Guardian or Conservator rTophumb here ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: 02007 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth.CA 91313-2402•www.NationaiNotary.org Item#5907 Reorder:Call Toll-Free 1-800-876-6827 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 havin,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 tine 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." ``,��Q\�G\AIJO Y��4i�� o��xmnmmvowib pS10Nq�/wa 5 GpP �RPd..�Yd,, 2 i F•. By ~'G R1T'. �? SEAL :o= Steven P.Anderson,Senior Vice President of Washington International Insurance Company 2r SEAL �E c W 1973 al.Q R Senior Vice President of North American Specialty Insurance Company of im E rfrnmm�lpa B` David,N1.Layman,Vice President of Washington International Insurance Company Ana lot am"a S 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 American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS. Oil this 9th day of May 20 14 ,before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington Interiational 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. P "OFFiCIALSEAL" DONNA D.SKLENS Notary Public,State of Illinois Donna D. Sklens,Notary Public My Commission Expires 1010WO15 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 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 3rd day of JULY 20 14 Jeffrey Goldberg,Vice President k Assistant Secretary of Washington International Imma¢ce Company&Nortb American Specialty Insurance Company CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CAYTIORNIA County of Exffiur P.Axquiffa,Notary ftblic On � before me, , Notary Public, ale Insert Na//G�ol�ezaclly as PPears on Ilse official seal personally appeared �( Names)of Signer(s) who proved to me on the basis of lisfaclory evidence to be the person(s) whose name( is/ re subsc d to the within instrument and a nowled o me lh he he/they executed lh me i pis er/their authorized capaclly(ies), ARTHUR F.ARQUILLA and that b his r/their signature(s) on the instrument the vs Coinmission No.2051358, c> person(s), entity upon behalf of which the person(s) NOTARY PUBLIC-CALIFORNIA-; acted, executed the instrument. SAN DIEGO COUNTY Commission Expices,lanuary 7,20�e I certify under PENALTY OF PERJURY under the laws of the State Ahandnd al the foregoing paragraph is true and correc 41 Witness mici IseSignature Place Notary Seal Above Public OPTIONAL Though the information below is not required by law it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of the form to another 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: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer —Title(s): ❑ Partner ❑Limited ❑General ❑ Partner ❑Limited❑General ❑ Attorney in Fact ❑ Attorney in Fact ❑ Trustee OF SIGNER Trustee OF ❑ Guardiar'or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk t ` Joan L. Flynn, City Clerk September 22, 2014 . Insituform Technologies, LLC 17988 Edison Ave Chesterfield, MO 63005 RE: FY 2013/14 Sewer Rehabilitation ProjectNarious Locations—CC-1478 Enclosed please find your original bid bond for CC-1478. Sincerely, 961ft)e- Joan L. Flynn, CIVIC City Clerk JF:pe Enclosure Sister Cities: Anjo, Japan 0 Waitakere, New Zealand RECEIVE 2V14 JUL 10 PM 12: 05 i . CITY CLERK CITY OF /nsituform' HUNTINGTON,BEACH SEALED .BID FOR: FY 2013114 SEWERE REHABILITATION PROJECT IN THE CITY OF HUNTINGTON BEACH - DO NOT OPEN WITH REGULAR MAIL ! 4 BIDDER: INSITUFORM TECHNOLOGIES, LLC 17988 EDISON AVE ;r 4 CHESTERFIELD, MO 63005 M 41 California Contractor's License No.: 758411 Class A ' t4 -XI Deliver To: CITY OF HUNTINGTON BEACH F ` OFFICE OF THE CITY CLERK 2000 MAIN, STREET, 2ND FLOOR HUNTINGTON BEACH, CA 92648 t' BID DUE fl„ Mi 7/10/2014 2:00 PM SECTION C PROPOSAL for the construction of FY 2013/14 SEWER REHABILITATION PROJECT from PROJECT LIMITS CC No. 1478 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 60 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 fortis 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 RIGIIT 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 amotuits 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 Bidder's Bond in the amount of'O% of amount bid 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 forgo% ", as the case may be) Any standard Surety Bid Bond forin is acceptable. Bidder shall signify receipt of all Addenda here, if any: 14dil rnda No.. Date cei,ed Bidder.'` i nature 7 ZI zb1 y *F C-2 SECTION C PROJECT BID SCHEDULE FY 2013/14 SEWER REHABILITATION PROJECT CC-1478 BID ITEMS Item Description Quantity Unit- Unit Cost Total Cost No. (Extension) 1 Mobilization/Demobilization 1 LS $lco_oo $A,=&.0-0- 2 Furnish Traffic Control 1 LS $ t9� $ 3 Cleaning and preliminary video inspection of 8"sewer main including tree roots and calcium removal 5351 LF $ 1.10 $ O o 4 Cleaning and preliminary video inspection of 10"sewer main including tree roots and calcium removal 1235 LF $ �•10 $ 2 S 50 5 Install liner and post video inspection of 8"sewer main 5351 LF $fig. $ t o 6 Install liner and post video inspection of 10"sewer main 1235 LF $ Z7.5o $ %a 7 Grind and re-open sewer service lateral 148 EA $ Construct point repair of major offset joint at Brookhurst St on line A14 of exhibit per Point Repair Detail in specification and HB Std. Plan 503. Item includes all appurtenances including 8 but not limited to pipe, bedding,couplings,temporary bypass pumping and collection, encasement, aggregate and base asphalt concrete to match thickness in kind, and any other ^� item required to complete repair. 18 LF $ f$C.oO $ 5 -o TOTAL BID AMOUNT (BASIS OF AWARD) TOTAL BID AMOUNT IN WORDS: 0 S« Tura 5 p�.�►\ �2�.,rZ w�SJA�=`r1 6 t f`f'OX 4A 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.l 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 $1.0,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid_,, Ndine aiid Address.of Subcotttractoi State; '.Ch6s. Dollar- % of Item s- Jke',gse""(.) � .�:, � Amouiat Contract Nitnilier 31 &go1 wae��2 �.w. # �lBz CPt A1e>/Z�• ' S .Ig 7o �NnuGTow '�F-+�`� � �ta�t� 8Z58 L�tiZ '�N� Loh+'StQ+�GTton�� i NC. GA 25 It* S. 60'xe u Ave . qq1t4q (A 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 i NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of tbei ba 20q f California that the foregoing is true and correct and that this declaration is executed on , at Chesterfield MO Date City State Denise Carroll , being first duly sworn, deposes and says that he or she is Contracting and 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, conmlunication, 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. i Insituform Technologies,LLC N e o Bidder Signature of Bidder Denise Carroll,Contracting and Attesting Officer 17988 Edison Ave, Chesterfield, MO 63005 Address of Bidder C-4 1 d ti CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT Missouri State of CM06%% County Of St. Louis On July 10, 2014 before me Debra K. Jasper r , ere insert name and title of the o cer personally appeared Denise Carroll 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. DEBRA K.JA PER WITNESS m hand and official seal. NO�r Public-Notary Seal y STATE OF MISSOURI / St.Charles County My Commission Expires., Nov. 17,2014 Signature of Notary Public °� 5�171mISSIon#10969544 ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM DESCRIPTION OF THE ATTACHED DOCUMENT 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 is if a Non- of 1 uc i on DP l arat i on document is to be recorded outside of California.In such instances,any allemative (Title or description of attached document) 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.e.cert6ing the authorised capacity of the signer).Please check the (Title or description of attached document continued) document carefully for proper notarial wording and attach this form(/required. Number of Pages 1 Document Date July 10, 2014 . State and County information must be the State and County where the document signer(s)personally appeared before the notary public for acknowledgment. Insituform Technologies, LLC • Date of notarization must be the date that the signer(s)personally appeared (Additional r ormat on 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 CAPACITY CLAIMED BY THE SIGNER DOtan78hon. • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. Individual(s) he/she/the�,is/are)or circling the correct forms.Failure to correctly indicate this information may lead to rejection of document recording. CoTipoprate,Officer • The notary seal impression must be clear and photographically reproducible. ontYacting and Attesting Officer Impression ressionsmu Contracting and Attesting Officer P p smudges,re-seal if a (Tide) sufficient area permits,otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of Partner(s) the county clerk Attorney-in-Fact >Additional information is not required but could help to ensure this Trustees) acknowledgment is not misused or attached to a different document. ❖Indicate title or type of attached document,number of pages and date. Other Indicate the capacity claimed by the signer.If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document IIL 2008 Version CAPA v12.10.07 800-873-9865 www.NotaryClasses.com S-4067/GE 9/09 XDP 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 2013/14 SEWER REHABILITATION PROJECT, (I)(v,-e)(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 i4)ho, by reason of experience or instruction, is familiar with the operation to be pef fornzed 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. Insituform Technologies, LLC Cont for By Denise Carroll,Contracting and Attesting Officer Title Datc: July 10,2014 C-5 f DISQUALIFICATION QUESTIONNAIRE In accordance with Govermnent 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 13 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. Insituform Technologies, LLC Contr . or By Denise Carroll,Contracting and Attesting Officer Title Date: July 10,2014 C-7 INSITUFORM TECHNOLOGIES,LLC Assistant Secretary's Certificate The undersigned,being the Assistant Secretary of Insituform Technologies,LLC,a Delaware limited liability company,hereby certifies that: 1. The following is a true and correct excerpt from the Limited Liability Company Agreement of the Company: Appointments by the President. The President ofthe Company may from time to time appoint officers of the Company's operating divisions, and such contracting and attesting officers of the Company as the President may deem proper,who shall have such authority, subject to the control of the Board of Managers,as the President may from time to time prescribe. 2. The President of the Company has,pursuant to the above authority,duly appointed H.Douglas Thomas;Vice President—Global Procurement/Operations Support, and has appointed Joarm Smith,Denise L.Carroll,Debra Jasper,Jana Lause and Diane Partridge as Contracting and Attesting Officers of the Company. Each of the foregoing have been fully authorized and - empowered by the President of the Company(i)to certify and to attest the signature of any officer of the Company,(ii)to enter into and to 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,(iii)to execute and to deliver documents on behalf of the Company,and(iv)to take such other action as is or may be necessary and appropriate to carry out the project,activities and work of the Company. IN WITNESS WHEREOF,I have hereunto affixed my name as Assistant Secretary this I"day of January,2014. INSITUFORM TECHNOLOG LLC By: Tod O'Donog e Assistant Secretary BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Insituform Technologies, LLC Bidder Name 17988 Edison Ave. Business Address Chesterfield MO 63005 City, State Zip 636 ) 530.8000 Telephone Number 758411 Class A State Contractor's License No. and Class 1/26/99 Original Date Issued 7/31/2014 Expiration Date The work site was inspected by re 5A1%Yk of our office on JuL., -1-, 2011. The following are persons, finms, and corporations having a principal interest in this proposal: Please See Attached list of Officers C-8 I 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. Insituf Technologies, LLC Com any ame_ Signature of Bidder Denise Carroll,Contracting and Attesting Officer Printed or Typed Signature Subscribed and sworn to before me this 10 day of July , 2014 . DEBRA K.JASPER No Public-Notary Seal STATE OF MISSOURI St.Charles County NOTARY PUBLIC /�'� MY Commission Expires: Nov. 17,2014 -RAGAAL 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."1. 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 Please See Attached 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. Narne and Address of Public Agency C-9 Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 11210 S W# 061 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-10 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. Nance of proposed Project Manager Telephone No. of proposed Project Manager: Jef f Rubio Lake Arrowhead CSD-Dam to Tunnel Phase 2 $1,713,567.50 CIPP 8/12/13 Project Name& Contract Amount Type of Work Date Completed Orange County Flood Control-Los Alamitos Pump Station Rehab-$1,412,899.70 CIPP 3/22/14 Project Name& Contract Amount Type of Work Date Completed LA County Sanitation Districts-Claremont Outfall Trunk Sewer-$543,204.50 1/18/14 jProject Name & Contract Amount Type of Work Date Completed 2. Name of proposed Superintendent Telephone No. of proposed Superintendent: Raul Ruiz Lake Arrowhead CSD-Dam to Tunnel Phase 2-$1713,567.50 CIPP 8/12/13 Project Name & Contract Amount Type of Work Date Completed Orange County Flood Control-Los Alamitos Pump Station Rehab-$1,412,899.70 CIPP 3/22/14 Project Name& Contract Amount Type of Work Date Completed LA County Sanitation Districts-Claremont Outfall Trunk Sewer-$543,204.50 CIPP 1/18/14 Project Name& Contract Amount Type of Work Date Completed C-11 Insituform Technologies,LLC is a subsidiary ofAegion Corporatiol? Insituform Technologies, LLC INSITUFORM TECHNOLOGIES,LLC BOARD OF MANAGERS AND OFFICERS Current as of May 4,2014 an ers-':,, ,-,, Charles R. Gordon Member, Board of Managers David A.Martin Member, Board of Managers David F.Morris Member, Board of Managers 't4 FICEld Thomas E. Vossman President David F.Morris Senior Vice President, Chief Administrative Officer and Secretary David A.Martin Senior Vice President and Chief Financial Officer Brian J. Clarke Senior Vice President—Business Integration Kenneth L. Young Vice President and Treasurer Laura M. Villa Vice President-Human Resources H. Douglas Thomas Vice President Global Procurement/Operations Support Lynn Osborn Vice President Tod O'Donoghue Assistant Secretary Kent Bartholomew Assistant Secretary Business Address for Officers and Board of Manaizers: 17988 Edison Avenue Chesterfield,MO 63005 17988 Edison Avenue lel: 636.�'50-8000 Insituform- Chesterlijeld,M0 63W Cell:630.319 SO 10 Company ,forin'Cow Ao January 26, 2012 RE: INSTALLER CERTIFICATION Ladies and/or Gentlemen: Please be advised that Insituform Technologies, 'LLC- is a vertically integrated pipeline re.hab.ilitatton! company. As such, Insituform is not only the manufacturer Of the cured-in-place pipeline rehabilitation systern,of the sarne name, but also offers the benefits of a full research and development de,parti-nent,, licensed engineers on staff for design of products to suit each individual situation, and regional contracting offices that perfohn. all field services including This letter shall serve to certify that Insituform Technologies, LLC is authorized to install Insituform products supplied by-Insituform Technologies, LLC. ,Sihcdrely., INSITUFORNITECHNOLOGIES,LLC Tornas Vie ePre5 i dent Global Procurement 11 Operations Support STATE-Of--""M I S S 0 UIZ I COUNTY OF ST. LOUTS Subscribed-and sw"orn bef'ore me on January 2,6. 2012 JANA LAUSE Notary public-NotaryZeal STATE OF MISSOURI My Commission Expires: Dec.s,-2m St.Louis County Notar Public Commission 0901*5 I State JobNumber Owner/Contractor Job Classification Cnt/Finl Amount Proiect Description Proiect Location Comp. CA 200179 City of Vista 10736 L.F.of 36 IN. MM $2,673,117.50 Gravity Main Ductile Iron Pipe Vista,CA 02/16/2013 L.F.of IN. MM Rehabilitation,CIPP No.8164 200 Civic Center Drive $2,729,955.41 0 L.F.of IN. MM 0 L.F.of IN. MM Vista CA 92084-6240 0 L.F.of IN. MM Robin Putnam 0 L.F.of IN. MM SC's: 0 L.F.of IN. MM MH's: 0 760-726-1340 0 L.F.of IN. MM CA 200180 CITY OF VISTA 57311 L.F.of 8 IN. MM $3,072,167.90 AGE AND CONDITION RELATED VISTA,CA IN 64 L.F.of 10 IN. MM SEWER REHABILITATION C.I.P. PROGRESS 200 CIVIC CENTER DR. $0.00 No.8165 1692 L.F.of 12 IN. MM 0 L.F.of IN. MM VISTA CA 92084-6240 0 L.F.of IN. MM ROBIN PUTMAN 0 L.F.of IN. MM SC's: 0 L.F.of IN. MM MH's: 0 760-726-1340 0 L.F.of IN. MM CA 200181 CITY OF COLTON, 330 L.F.of 18 IN. MM $45,005.00 11TH STREET SEWER MAIN COLTON,CA 06/15/2013 160 SOUTH 10TH STREET L.F.of IN. MM REHABILITAION PROJECT $41,357.00 L.F.of IN. MM L.F.of IN. MM COLTON CA 92324 L.F.of IN. MM AMERJAKHER L.F.of IN. MM SC's: 0 L.F.of IN. MM MH's: 909-370-5099 L.F.of IN. MM CA 200182 CUCAMONGA VALLEY WATER DISTRICT 2112 L.F.of 8 IN. MM $48,835.00 SEWER MAIN RELINING AT RANCHO 2/28/13 P.O.BOX 638, 10440 ASHFORD ST. 0 L.F.of IN. MM VARIOUS LOCATIONS CUCAMONGA,CA $48,835.00 0 L.F.of IN. MM 0 L.F.of IN. MM RANCHO CUCAMONGA CA 91729-0638 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 BRADEN YU 0 L.F.of IN. MM MH's: 0 909-987-2591 0 L.F.of IN. MM CA 200183 CITY OF LA MESA 1393 L.F.of 18 IN. MM $958,953.00 STORMDRAIN REHAB-VARIOUS LA MESA 8/21/13 8130 ALLISON AVE. 1069 L.F.of 24 IN. MM LOCATIONS $915,328.00 126 L.F.of 30 IN. MM 1252 L.F.of 42 IN. MM LA MESA CA 91941 646 L.F.of 54 IN. MM 0 L.F.of IN. MM SC's: 0 L.F.of IN. MM MH's: 0 619-667-1152 0 L.F.of IN. MM State JobNumber Owner/Contractor Job Classification Cnt/Finl Amount Project Description Project Location Comp. CA 200174 Montecito Sanitary District 17251 L.F.of 8 IN. MM $563,519.50 Bid No.100-12,2012 Sewer Main Santa Barbara,CA IN 285 L.F.of 10 IN. MM Rehabilitation Project PROGRESS 1042 Monte Cristo Lane $0.00 0 L.F.of IN. MM 0 L.F.of IN. MM Santa Barbara CA 93108 0 L.F.of IN. MM C.Michael McCaleb 0 L.F.of IN. MM, SC's: 0 L.F.of IN. MM MH's: 0 805-969-4200 0 L.F.of IN. MM CA 200175 City of Upland 10773 L.F.of 8 IN. MM $280,330.00 BID NO.2012-06,Project 9316 Upland,CA 10/12/12 L.F.of IN. MM Citywide Trenchless Sewer Rehab& 460 North Euclid Ave. L.F.of IN. MM $276,479.53 CCTV L.F.of IN. MM Upland CA 91789-4732 L.F.of IN. MM Debbi Covington 0 L.F.of IN. MM SC's: 316 0 L.F.of IN. MM MH's: 0 909-931-4120 0 L.F.of IN. MM CA 200176 Orion Construction 540 L.F.of 42 IN. MM $397,222.29 Job No.1201 City of SanDiego San Diego,CA 9/4/12 430 L.F.of 48 IN. MM Harbor Drive 48"Trunk Sewer 2185 La Mirada Drive 0 L.F.of IN. MM $393,856.29 Manhole Emergency 0 L.F.of IN. MM Vista CA 92081 0 L.F.of IN. MM Nicile Dowsing 0 L.F.of IN. MM SC's: ;0 0 L.F.of IN. MM MH's: 0 760-597-9660 0 L.F.of IN. MM CA 200177 City of Beverly Hills 18500 L.F.of 6 IN. MM $5,017,688.00 Sewer Pipeline and Manhole Rehab Berverly Hills,CA IN 103300 L.F.of 8 IN. MM for Various Locations within Beverly PROGRESS 345 Foothill Road $0.00 Hills,CA 5800 L.F.of 10 IN. MM 5900 L.F.of 12 IN. MM Beverly Hill CA 90210 2000 L.F.of 15 IN. MM Tristan D.Malabanan 250 L.F.of 24 IN. MM SC's: 0 L.F.of IN. MM MH's: 0 310-285-2512 0 L.F.of IN. MM CA 200178 Irvine Ranch Water District 135 L.F.of 12 IN. MM $37,125.00 Main St.Gillette Ave.Sewer Rehab, Irvine,CA 10/04/12 PO BOX 57000-156 Snad Canyon Ave. 0 L.F.of IN. MM $37,125.00 Project No.21436 0 L.F.of IN. MM 0 L.F.of IN. MM Irvine CA 92691-7000 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: Harry Cho 0 L.F.of IN. MM MH's: 0 949-543-5899 0 L.F.of IN. MM State JobNumber Owner/Contractor Job Classification Cnt/Finl Amount Project Description Project Location Comp. CA 200169 DISTRICT No.22 OF LOS ANGELES COUNTY 308 L.F.of 12 IN. MM $73,988.00 DISTRICT No.22 TRUNK SEWER LOS ANGELES 10/3/12 272 L.F.of 15 IN. MM REHABILITATION-2012 COUNTY,CA 1955 WORKMAN MILL RD. $66,913.00 0 L.F.of IN. MM 0 L.F.of IN. MM WHITTIER CA 90601-1400 0 L.F.of IN. MM KIMBERLY S.COMPTON 0 L.F.of IN. MM SC's: 5 0 L.F.of IN. MM MH's: 0 562-699-7411 0 L.F.of IN. MM CA 200170 CITY OF ONTARIO 3153 L.F.of 12 IN. MM $166,256.50 CONTRACT No.UT 1112-09, ONTARIO,CA 11/06/2012 1322 L.F.of 8 IN. MM TRENCHLESS SEWER MUNICIAPL UTILITIES CO., 1425 S.BON VIEW $159,736.50 REHABILITAION-CIPP AVE. 0 L.F.of IN. MM 0 L.F.of IN. MM ONTARIO CA 91761 0 L.F.of IN. MM 909-395-2695 0 L.F.of IN. MM SC's: 0 L.F.of IN. MM MH's: 0 909-395-2694 0 L.F.of IN. MM CA 200171 Charles King Company,Inc. 4205 L.F.of 20 IN. MM $403,680.00 Royal Ave Sewer(Erringer Rd to Simi Valley,CA 08/21/2012 0 L.F.of IN. MM Rincon St)Trunk Line Rehab,NO 2841 Gardena Ave. 0 L.F.of IN. MM $329,256.07 SV 11-08 0 L.F.of IN. MM Signal Hill CA 90755 0 L.F.of IN. MM Debi Hawkins 0 L.F.of IN. MM SC's: 29 0 L.F.of IN. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200172 Rancho California Water District 1037 L.F.of 8 IN. MM $202,777.00 Area 1 sewer Collection System Murrieta,CA IN 227 L.F.of 12 IN. MM Repainrs(Project NO.PG153), PROGRESS 42135 Winchester Road $0.00 PO#P001308 0 L.F.of IN. MM, 0 L.F.of IN. MM Temecula CA 92589 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: Heath McMahon 0 L.F.of IN. MM MH's: 0 951-295-6900 0 L.F.of IN. MM CA 200173 City of Fullerton 601 L.F.of 6 IN. MM $429,470.00 Sewer Linging 2010-2012,Project Fullerton,CA 12/10/12 13807 L.F.of 8 IN. MM NO.51352-51353 303 West Commonwealth Ave. $364,710.00 660 L.F.of 12 IN. MM 0 L.F.of IN. MM Fullerton CA 92832-1775 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 247 Becky Stevens 0 L.F.of IN. MM MH's: 0 714-738-6854 0 L.F.of IN. MM State JobNumber Owner/Contractor Job Classification Cnt/Finl Amount Proiect Description Project Location Comp, CA 200164 PADRE DAM MUNICIPAL WATER AUTHORITY 1050 L.F.of 12 IN. MM $127,152.50 BRAVERMAN SEWER CURED-IN- SANTEE,CA 06/08/2012 9300 FANITA PARKWAY 370 L.F.of 15 IN. MM PLACE PIPE REPAIRS(JN 211019) $145,552.50 0 L.F.of IN. MM 0 L.F.of IN. MM SANTEE CA 92072 0 L.F.of IN. MM CLARA CORNELIUS 0 L.F.of IN. MM SC's: 22 0 L.F.of IN. MM MH's: 0 619-258-4633 0 L.F.of IN. MM CA 200165 CHARLES KING COMPANY,INC. 2070 L.F.of 6 IN. MM $71,725.00 JOB#8011-11-CO-ES-469,SEWER CORONADO,CA 06/13/12 0 L.F.of IN. MM MAIN IMPROVEMENTS BETWEEN 2841 GARDENAAVE. $74,875.00 ALAMEDA BLVD.&COUNTRY 0 L.F.of IN. MM CLUB LN. 0 L.F.of IN. MM SIGNAL HILL CA 90755 0 L.F.of IN. MM DEBT HAWKINS 0 L.F.of IN. MM SC's: _ 0 L.F.of IN. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200166 VANDENBERG VILLAGE CSD 196 L.F.of 8 IN. MM $19,878.00 8"SEWER RELINE ATARNEB LOMPOC,CA 05/01/2012 0 L.F.of IN. MM AVENUE FROM MH 146 TO MH 94, 3757 CONSTELLATION ROAD 0 L.F.of IN. MM $19,878.00 PO#1532 0 L.F.of IN. MM LOMPOC CA 93436 0 L.F.of IN. MM MARTIN DAMWYK 0 L.F.of IN. MM SC's: 0 L.F.of IN. MM MH's: 0 805-733-2475 0 L.F.of IN. MM CA 200167 IRVINE RANCH WATER DISTRICT 0 L.F.of 12 IN. MM $9,891.80 PO No.507509,CLEAN&CCTV IRVINE,CA 06/21/2012 0 L.F.of IN. MM ASSESSMENT GILLETTE AVE. PO BOX 57000 0 L.F.of IN. MM $23,561.80 AND MAIN ST. 0 L.F.of IN. MM IRVINE CA 92619-7000 0 L.F.of IN. MM HARRY CHO 0 L.F.of IN. MM SC's: 0 L.F.of IN. MM MH's: 0 949-453-5300 0 L.F.of IN. MM CA 200168 W.A.RASIC CONSTRUCTION CO.,INC. 213 L.F.of 24 IN. MM $129,916.00 LOS ANGELES COUNTY LOS ANGELES,CA 9/14/12 188 L.F.of 47 IN. MM METROPOLITAN 4150 LONG BEACH BLVD. $129,916.00 TRANSPORTATION AUTHORITY-I- 0 L.F.of IN. MM 405 SEPULVEDA-SEGMENT 2 0 L.F.of IN. MM LONG BEACH CA 90807 0 L.F.of IN. MM TESSIE DEGUZMAN 0 L.F.of IN. MM SC's: 0 0 L.F.of IN. MM MH's: 0 562-928-6111 0 L.F.of IN. MM State JobNumber Owner/Contractor Job Classification Cnt/Finl Amount Project Description Project Location Comp. CA 200159 CITY OF CARLSBAD 152 L.F.of 6 IN. MM $24,994.00 REHABILITATE TWO SEWER MAIN CARLSBAD,CA IN 215 L.F.of 8 IN. MM PIPELINES AT TWO LOCATIONS PROGRESS 1635 FARADAY AVE. $0.00 0 L.F.of IN. MM 0 L.F.of IN. MM CARLSBAD CA 92008-7314 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: KEVIN L.DAVIS 0 L.F.of IN. MM MH's: 0 760-602-4677 0 L.F.of IN. MM CA 200160 BURTECH PIPELINE,INC. 1550 L.F.of 48 IN. MM $522,350.00 CITY OF SAN DIEGO-JOB#2011- SAN DIEGO,CA 09/10/2012 0 L.F.of IN. MM 010,HARBOR DR.TRUNK SEWER 102 SECOND ST. $274,396.40 0 L.F.of IN. MM 0 L.F.of IN. MM ENCINITAS CA. 92024 0 L.F.of IN. MM 0 L.F.of IN: MM SC's: BUDDY 0 L.F.of IN. MM MH's: 0 0 L.F.of IN. MM CA 200161 CHARLES KING COMPANY,INC. 709 L.F.of 39 IN. MM $124,075.00 OCCIDENTAL INTERCEPTOR CARLSBAD,CA 4/6/13 0 L.F.of IN. MM SEWER REHABILITATION,BID No. 2841 GARDENA AVE. 0 L.F.of IN. MM $126,342.25 PWS12-9UTIL,PROJECT No.5522 0 L.F.of IN. MM SIGNAL HILL CA 90755 0 L.F.of IN. MM DEBT HAWKINS 0 L.F.of IN. MM SC's: 0 0 L.F.of IN. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200162 WHITTIER UTILITY AUTHORITY 146 L.F.of 24 IN. MM $38,760.00 GREENLEAVE AVE.24 INCH CMP WHITTIER,CA 06/08/2012 0 L.F.of IN. MM LINING PROJECT DEPT.OF PUBLIC WORKS,13230 PENN ST. $55,480.00 0 L.F.of IN. MM 0 L.F.of IN. MM WHITTIER CA 90602 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 HELEN GONZALES 0 L.F.of IN. MM MH's: 0 562-567-9516 0 L.F.of IN. MM CA 200163 CITY OF THOUSAND OAKS 2697 L.F.of 6 IN. MM $312,680.75 CI-5217 WASTEWATER PIPE THOUSAND OAKS,CA 2/15/12 8446 L.F.of 8 IN. MM LINING PROGRAM-SPEC.NO. 2100 THOUSAND OAKS BLVD. 0 L.F.of IN. MM $271,681.00 2011/2012-07 0 L.F.of IN. MM THOUSAND OAKS CA 91362 0 L.F.of IN. MM RONER V.DEL CASTILLO 0 L.F.of IN. MM SC's: 0 L.F.of IN. MM MH's: 0 805-449-2396 0 L.F.of IN. MM State Jon yumber Owner/Contractor Job Classific�cin Cnt/Finl Amount Project Description Project Locati&----*� Comp. CA 200154 MNR CONSTRUCTION,INC. 6679 L.F.of 8 IN. MM $192,278.00 SSRP U22B BELLAGIO RD.& LOS ANGELES,CA 05/29/2012 507 L.F.of 10 IN. MM WILSHIRE BLVD,W.O.SZC 11918 1051 CALLE ORTEGA $195,316.08 0 L.F.of IN. MM 0 L.F.of IN. MM SAN DIMAS CA 91773 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 135 ELIZABETH TORREZ 0 L.F.of IN. MM MH's: 0 909-592-2760 0 L.F.of IN. MM CA 200155 MNR CONSTRUCTTON,INC. 6016 L.F.of 8 IN. MM $158,521.06 SSRP U22A MULLHOLLAND DR.& LOS ANGELES,CA 04/02/2012 L.F.of IN. MM BELLAGIO RD.-W.O.SZC 11917 1051 CALLE ORTEGA $159,936.52 0 L.F.of IN. MM 0 L.F.of IN. MM SAN DIMAS CA 91773 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 118 ELIZABETH TORREZ 0 L.F.of IN. MM MH's: 0 909-592-2760 0 L.F.of IN. MM CA 200156 CCL CONTRACTING,INC. 2340 L.F.of 24 IN. MM $552,000.00 JOB#1103,BUENA VISTA LIFT CARLSBAD,CA 8/15/12 0 L.F.of IN. MM STATION FORCE MAIN(VC-4) 1938 DON LEE PLACE 0 L.F.of IN. MM $455,799.98 CONTRACT#55081 0 L.F.of IN. MM ESCONDIDO CA 92029 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 BRYANLUSKY 0 L.F.of IN. MM MH's: 0 760-743-2254 0 L.F.of IN. MM CA 200157 CITY OF SAN LUIS OBISPO 2405 L.F.of 16 IN. MM $440,012.50 HIGUERA ST.SEWER LINER 2011. SAN LUIS OBISPO.CA 02/23/2012 1946 L.F.of 18 IN. MM SPEC NO.91068.953 PUBLIC WORKS DEPT.,919 PALM ST. $433,398.23 823 L.F.of 21 IN. MM L.F.of IN. -MM SAN LUIS OBISPO CA 93401 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 37 0 L.F.of IN. MM MH's: 0 805-781-7057 0 L.F.of IN. MM CA 200158 County Sanitation District#22 of LA County 4542 L.F.of 24 IN. MM $748,399.50 Sunset Ave Trunk Sewer Rehab Los Angeles County, 7/12/12 0 L.F.of IN. MM Contract No.4675 CA P.O.Box 4998 $747,627.50 0 L.F.of IN. MM 0 L.F.of IN. MM Whittier CA 90607-4998 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 1 Michael Tatalovich 0 L.F.of IN. MM MH's: 0 562-699-7411 0 L.F.of IN. MM State JobN6mber Owner/Contractor Job Classification Cnt/Finl Amount Project Description Project Location Comp' CA 200149 Los Angeles Engineering Inc 372 L.F.of 18 IN. MM $244,462.50 Santa Ana River Interceptor(Sari) Yorba Linda,CA 12/10/11 0 L.F.of IN. MM Relocation Yorba Linda Spur Orange County 633 N.Barrance Ave. $253,912.50 0 L.F.of IN. MM 0 L.F.of IN. MM Corvina CA 91723 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 Maria Reames 0 L.F.of IN. MM MH's: 0 626-454-5222 0 L.F.of IN. MM CA 200150 CHARLES KING COMPANY,INC. 2033 L.F.of 33 IN. MM $392,625.00 PATRICIA AVE.,ERRINGER RD. SIMI VALLEY,CA 01/13/2012 0 L.F.of IN. MM AND LOS ANGELES AVE.SEWER 2841 GARDENA AVE. $483,414.40 TRUNK LINE REHAB.-SPEC.#SV- 0 L.F.of IN. MM 11-08 0 L.F.of IN. MM SIGNAL HILL CA 90755 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 19 STEVE RADAICH 0 L.F.of IN. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200151 SUKUT CONSTRUCTION,INC. 339 L.F.of 48 IN. MM $226,500.00 SNYDER LANGSTON,THE CARSON,CA 10/18/11 0 L.F.of IN. MM BO ULAVARDS AT SOUTH BAY 4010 W.CHANDLER AVE. $226,000.00 0 L.F.of IN. MM 0 L.F.of IN. MM SANTAANA CA 97204 0 L.F.of IN. MM KATHIE KASISER 0 L.F.of IN. MM SC's: 1 0 L.F.of IN. MM MH's: 0 949-863-9200 0 L.F.of IN. MM CA 200152 NEW CENTURY CONSTRUCTION,INC. 169 L.F.of 10 IN. MM $66,570.00 SUBCONTRACT No.8006, CARLSBAD,CA 12/6/11 726 L.F.of 18 IN. MM CORRUGATED METAL PIPE 9119 EMERALD GROVE AVE. 0 L.F.of IN. MM $66,570.00 REPLACEMENT PROGRAM 0 L.F.of IN. MM LAKESIDE CA 92040 0 L.F.of IN. MM SUSAN LEGGITT 0 L.F.of IN. MM SC's: 0 0 L.F.of IN. MM MH's: 0 619-390-3300 0 L.F.of IN. MM CA 20o153 SND CONSTRUCTION,INC. 11059 L.F.of 8 IN. MM $299,825.25 SSRP S03 RPDEP RD.&NORTON LOS ANGELES,CA 05/23/12 1259 L.F.of 10 IN. MM AVE. WO#SZC11920 2516 SOUTH FOURTH AVE. $351,148.35 434 L.F.of 12 IN. MM 933 L.F.of 15 IN. MM ARCADIA CA 91006 0 L.F.of IN. MM LANCE LAVEN 0 L.F.of IN. MM SC's: 522 0 L.F.of IN. MM MH's: 0 626-294-0558 0 L.F.of IN. MM State Job mber Owner/Contractor Job Classification Cnt/Finl Amount Project Description Project Location Comp. CA 200144 SEMA CONSTRUCTION,INC. 307 L.F.of 18 IN. MM $40,594.50 DORAN PUMP STATION SUB GLENDALE,CA 6/15/12 0 L.F.of IN. MM CONTRACT#111101-04 6 ORCHARD,STE 150 $41,609.36 0 L.F.of IN. MM 0 L.F.of IN. MM LAKE FOREST CA 92630 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 1 KELLEY DE WOODY 0 L.F.of IN. MM MH's: 0 949-470-0500 0 L.F.of IN. MM CA 200145 MIDWAY CITY SANITARY DISTRICT 3263 L.F.of 8 IN. MM $83,273.10 REHABILITATION/REPAIRS OF MIDWAY CITY,CA 5/25/2011 0 L.F.of IN. MM SEWER MAINS 14451 CEDAR WOOD AVE. $82,993.10 0 L.F.of IN. MM 0 L.F.of IN. MM WESTMINSTER CA 92683 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 51 KEN ROBIN 0 L.F.of IN. MM MH's: 0 714-893-3553 0 L.F.of IN. MM CA 200146 SANTA ANA WATERSHED PROJECT AUTHORI 24230 L.F.of 27 IN. MM $2,244,775.50 REPAIRS TO UNLINED RCP, CHINO,CA 04/20/2012 0 L.F.of IN. MM REACH IV-A(UPPER) 11615 STERLING AVE. $2,708,865.80 0 L.F.of IN. MM 0 L.F.of IN. MM RIVERSIDE CA 92503 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: CELESTE CANTU 0 L.F.of IN. MM MH's: 0 951-354-4220 0 L.F.of IN. MM CA 200147 CITY OF VILLA PARK 8834 L.F.of 8 IN. MM $240,372.10 FY2010-11 SEWER VILLA PARK,CA 06/14/11 0 L.F.of IN. MM REHABILITATION PROJECT 17855 SANTIAGO BLVD. $253,558.20 0 L.F.of IN. MM 0 L.F.of IN. MM VILLA PARK CA 92861-4187 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 132 JARAD HILDEBRAND 0 L.F.of IN. MM MH's: 0 714-998-1500 0 L.F.of IN. MM CA 200148 CITY OF LONG BEACH 6385 L.F.of 8 IN. MM $566,539.25 CONTRACT WD-2936 LONG BEACH,CA 11/17/11 1419 L.F.of 10 IN. MM SEWERCEMENT REHABILITATION 1800 E.WARDLOW RD. $575,829.03 &REPLACEMENT-GROUP 13&15 0 L.F.of IN. MM 0 L.F.of IN. MM LONG BEACH CA 90807-4931 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 187 ROBERT J.VERCELES,P.E. 0 L.F.of IN. MM MH's: 0 562-570-2300 0 L.F.of IN. MM State Jobb v mber Owner/Contractor Job Classification Cnt/Finl Amount Project Description Project Locatio Comp. CA 200139 Tierra Contracting 75 L.F.of 24 IN. MM $85,803.75 Fielding Graduate University Storm Santa Barbara,CA In Process 0 L.F.of IN. MM Drain Rehab 5484 Overpass Road $0.00 0 L.F.of IN. MM 0 L.F.of IN. MM Goleta CA 93111 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: Randy Douglas 0 L.F.of IN. MM MH's: 0 805-964-8747 0 L.F.of IN. MM CA 200140 Buena Sanitation District 1826 L.F.of 8 IN. MM $126,841.00 Gravity Main Dutile Iron Pipe Rehab Vista CA 1/25/12 334 L.F.of 10 IN. MM 600 Eucalyptus Ave $233,443.72 133 L.F.of 12 IN. MM 351 L.F.of 15 IN. MM Vista CA 92084-6240 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 14 Mark Sullivan,P.E. 0 L.F.of IN. MM MH's: 0 760-726-1340 0 L.F.of IN. MM CA 200141 Buena Sanitation District 356 L.F.of 30 IN. MM $142,096.90 Outfall Emergency Sewer Lining Vista,CA 04/15/11 0 L.F.of IN. MM Project 600 Eucalyptus Ave. $142,096.90 0 L.F.of IN. MM 0 L.F.of IN. MM Vista, CA 92084 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 Mark Sullivan 0 L.F.of IN. MM MH's: 0 760-726-1340 0 L.F.of IN. MM CA 200142 City of Buena Park 3041 L.F.of 8 IN. MM $88,918.60 Lining of Existing Sewer Mains Buena Park,CA 04/12/2011 0 L.F.of IN. MM 6650 Beach Blvd $86,116.04 0 L.F.of IN. MM 0 L.F.of IN. MM Buena Park CA 90622 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 99 Linda Long 0 L.F.of IN. MM MH's: 0 714-562-3750 0 L.F.of IN. MM CA 200143 4-CON ENGINEERING,INC. 495 L.F.of 24 IN. MM $72,800.00 ORANGE COUNTY SANITATION ORANGE COUNTY,CA 06/10/2011 0 L.F.of IN. MM DISTRICT PROJECT No.FE05-41 2751 AVALON ST. $72,800.00 P1 BAKER-GISLER SIPHON 0 L.F.of IN. MM ACCESS AND AIR JUMPER 0 L.F.of IN. MM RIVERSIDE CA 92509 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 CRUZ R.BORRERO 0 L.F.of IN. MM MH's: 0 951-222-2248 0 L.F.of IN. MM ` State Job umber Owner/Contractor Job Classification Cnt/Finl Amount Proiect Description Project Location Comp. CA 200134 South Coast Water District 2313 L.F.of 6 IN. MM $193,921.00 Sewer Lining Repairs Dana Point and Laguna 10/10/2011 3569 L.F.of 8 IN. MM Beach 31592 West Street $189,481.00 350 L.F.of 10 IN. MM 0 L.F.of IN. MM Laguna Beach CA 92651 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 106 Joseph N.McDivitt 0 L.F.of IN. MM MH's: 0 949-499-4555 0 L.F.of IN. MM CA 200135 South Coast Water District 1345 L.F.of 15 IN. MM $108,543.00 Lift Station#6 Gravity Main Lining Dana Point,CA 02/24/2011 0 L.F.of IN. MM Repairs 31592 West Street $126,776.18 0 L.F.of IN. MM 0 L.F.of IN. MM Laguna Beach CA 92651 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 Joseph N.McDivitt 0 L.F.of IN. MM MH's: 0 949-499-4555 0 L.F.of IN. MM CA 200136 UNIVERSITY OF CALIFORNIA 700 L.F.of 10 IN. MM $49,350.00 EAST CAMPUS OFFICE BUILDING, LA JOLLA,CA 01/29/11 0 L.F.of IN. MM INSTALL CIPP,PROJECT#A4M- 10280 NORTH TORREY PINES RD.,SUITE 465 0 L.F.of IN. MM $50,583.75 970/4419 0 L.F.of IN. MM LA JOLLA CA 92093-0916 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: THOMAS WILSON 0 L.F.of IN. MM MH's: 0 858-534-1991 0 L.F.of IN. MM CA 200137 Charles King Company 15799 L.F.of 8 IN. MM $365,270.00 Sewer Rehab Project Chula Vista,CA 10/15/2011 660 L.F.of 18 IN. MM 2841 Gardena Ave 0 L.F.of IN. MM $477,014.00 0 L.F.of IN. MM Signal Hill CA 97055 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 332 Debi Hawkins 0 L.F.of IN. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200138 City of San Diego 4861 L.F.of 27 IN. MM $1,547,178.93 Trunk Sewer Rehab San Diego,CA 12/22/11 2706 L.F.of 30 IN. MM 1200 Third Ave Suite 200 $1,594,019.80 0 L.F.of IN. MM 0 L.F.of IN. MM San Diego CA 92101 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: Damian Singleton 0 L.F.of IN. MM MH's: 0 619-236-6000 0 L.F.of IN. MM i State Job mber Owner/Contractor Job Classification Cnt/Finl Amount Protect Description Project Location Comp. CA 200128 Charles King Company,Inc. 589 L.F.of 12 IN. MM $412,357.50 Trunk Sewer Line Rehab Simi Valley,CA 09/22/2010 2841 Gardena Ave. 375 L.F.of 24 IN. MM $412,357.50 492 L.F.of 30 IN. MM 514 L.F.of 36 IN. MM Signal Hill CA 90755 310 L.F.of 39 IN. MM 0 L.F.of IN. MM SC's: 2 Steve Radaich 0 L.F.of IN. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200129 Ramona,Inc. 4902 L.F.of 8 IN. MM $164,655,10 Contract#2010-02 SSRP H26B Los Angeles,CA o5/11/11 0 L.F.of IN. MM 111 Main St.PO Box 660219 $152,259.60 0 L.F.of IN. MM 0 L.F.of IN. MM Los Angeles CA 91006 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: Kathy Bradley 0 L.F.of IN. MM MH's: 0 626-355-1350 0 L.F.of IN. MM CA 200130 MNR Construction Inc 2062 L.F.of 8 IN. MM $86,556,00 Secondary Sewer Renewal SSRP Las Angeles,CA 10/23/2010 662 L.F.of 15 IN. MM Grand Ave&58th Street 1051 Calle Ortega $106,405.00 0 L.F.of IN. MM 0 L.F.of IN. MM San Dimas CA 91773 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 Elizabeth Torrez 0 L.F.of IN. MM MH's: 0 909-592-2760 0 L.F.of IN. MM Ca 200132 Lash Construction,Inc 2580 L.F.of 15 IN. MM $555,120.00 Fariview Ave Sewer Replacement Goleta,CA In Process 7 L.F.of 18 IN. MM and Relocation 721 Carpinteria St. $0.00 2470 L.F.of 30 IN. MM 0 L.F.of IN. MM Santa Barbara CA 93140 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: Edward Deras 0 L.F.of IN. MM MH's: 0 805-963-3553 0 L.F.of IN. MM CA 200133 Mathew and Stewart Company,Inc. 3369 L.F.of 8 IN. MM $131,027.00 SSRP Marmion Way&Figueroa St. Los Angeles,CA 03/29/2011 407 L.F.of 12 IN. MM 2841 Gardena Ave $128,050.50 0 L.F,of IN. MM 0 L.F.of IN. MM Signal Hill CA 90755 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 141 Steve Radaich 0 L.F.of IN. MM MH's: 0 562-595-5471 0 L.F.of IN. MM State Jobr umber Owner/Contractor Job Classification Cnt/Finl Amount Proiect Description Project Location comp. CA 200123 City of Beverly Hills 3156 L.F.of 6 IN. MM $1,265,390.00 SEWER PIPELINE AND MANHOLE BEVERLY HILLS,CA 08/26/2011 31460 L.F.of 8 IN. MM REHAB 455 N.Rexford Drive $1,318,434.86 2793 L.F.of 10 IN. MM 0 L.F.of IN. MM Beverly Hills CA 90210 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 907 Samer Elayyan 0 L.F.of IN. MM MH's: 0 310-285-2500 0 L.F.of IN. MM CA 200124 Charles King Company 331 L.F.of 18 IN. MM $263,849.00 California Bowl Sewer Lining Rehab Long Beach,CA 04/25/2011 2022 L.F.of 21 IN. MM 2841 Gardena Ave $203,284.33 0 L.F.of IN. MM 0 L.F.of IN. MM Signal Hill CA 90755 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 2 Steve Radaich D L.F.of IN. MM MH's: 0 909-336-7100 0 L.F.of IN. MM CA 200125 University of California SD 175 L.F.of 18 IN. MM $40,950.00 East of Keck Sewer Lining San Diego,CA 08/30/10 0 L.F.of IN. MM 10280 North Torrey Pines Road $40,950.00 0 L.F.of IN. MM 0 L.F.of IN. MM La Jolla CA 92093-0916 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: Thomas Wilson 0 L.F.of IN. MM MH's: 0 858-534-1991 0 L.F.of IN. MM CA 200126 Irvine Ranch Water District 857 L.F.of 6 IN. MM $2,585,897.75 Lake Forest Woods Sewer Rehab Irvine,CA 07/29/11 33876 L.F.of 8 IN. MM 15600 Sand Canyon Ave. $2,685,545.55 6190 L.F.of 10 IN. MM 1341 L.F.of 12 IN. MM Irvine, CA 92619 1894 L.F.of 15 IN. MM 221 L.F.of 16 IN. MM SC's: 703 Paul D.Jones 0 L.F.of IN. MM MH's: 0 949-453-5300 0 L.F.of IN. MM CA 200127 Utah Pacific Construction Company 2091 L.F.of 27 IN. MM $239,642.50 Contract No SE0601-A-R Holt Blvd Ontario,CA 10/21/2010 402 L.F.of 30 IN. MM Trunk Sewer Repair 40940 Eleanora Way $248,600.00 0 L.F.of IN. MM 0 L.F.of IN. MM Murrieta CA 92562-5946 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 Jason Bent 0 L.F.of IN. MM MH's: 0 954-677-9876 0 L.F.of IN. MM State Job umber Owner/Contractor Job Classification Cnt/Finl Amount Project Description Proiect Location Comp' CA 200118 County of Los Angeles Dept Public Works 43 L.F.of 15 IN. MM $436,260.00 Corrugated Metal Pipe Lining Los Angeles 12/12/2010 900 South Freemont Ave 515 L.F.of 18 IN. MM $430,518.55 395 L.F.of 24 IN. MM 60 L.F.of 30 IN. MM Alhambra CA 91803-1331 142 L.F.of 36 IN. MM 264 L.F.of 42 IN. MM SC's: 0 Irma Serna 375 L.F.of 48 IN. MM MH's: 0 626-458-4951 130 L.F.of 66 IN. MM CA 200119 Long Beach Water Department 2931 L.F.of 8 IN. MM $317,039.00 Sewer Pipe Rehab Long Beach,CA 11/28/2011 1800 E.Wardlow Road 0 L.F.of IN. MM $190,058.66 0 L.F.of IN. MM 0 L.F.of IN. MM Long Beach CA 90807-4931 0 L.F.of IN. MM Robert J.Verceles P.E. 0 L.F.of IN. MM SC's: 109 0 L.F.of IN. MM MH's: 0 562-570-2337 0 L.F.of IN. MM CA 200120 Charles King Company 143 L.F.of 10 IN. MM $282,475.50 Strathearn Place Sewer Rehab Simi Valley,CA 8/05/2010 956 L.F.of 27 IN. MM 2841 Gardena Ave $290,044.00 155 L.F.of 30 IN. MM 391 L.F.of 33 IN. MM Signal Hill CA 90755 0 L.F.of IN. MM Steve Radaich 0 L.F.of IN. MM SC's: 0 0 L.F.of IN. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200121 Matthew And Stewart Co.Inc 5548 L.F.of 8 IN. MM $195,402.80 City of Los Angeles SSRP H04B 3rd Los Angeles,CA 06/21/11 2841 Gardena Ave. 335 L.F.of 10 IN. MM St.&La Cienega $214,090.40 700 L.F.of 12 IN. MM 228 L.F.of 15 IN. MM Signal Hill, CA 90755 0 L.F.of IN. MM Steve Radaich 0 L.F.of IN. MM SC's: 263 0 L.F.of IN.. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200122 Lake Arrowhead Community Services 500 L.F.of 8 IN. MM $1,766,131.00 Rocky PT&Smithport slip lining& Lake Arrowhead,CA In Process 28200 State Highway 189 2900 L.F.of 10 IN. MM manhole rehab $0.00 6300 L.F.of 12 IN. MM 1200 L.F.of 18 IN. MM Lake Arrowhead CA 92352 600 L.F.of 21 IN. MM Aida Hercules-Dodaro 1900 L.F.of 24 IN. MM SC's: 0 L.F.of IN. MM MH's: 0 909-336-7100 0 L.F.of IN. MM State Jo N mber Owner/Contractor Job Classificat of n Cnt/Finl Amount Proiect Description Proiect Location Comp. CA 200113 City of Arcadia 2450 L.F.of 8 IN. MM $56,900.00 Sewer Relining Project#33856610 Arcadia,CA 06/04/10 0 L.F.of IN. MM 11800 Goldrin Road g 0 L.F.of IN. MM $56,900.00 0 L.F.of IN. MM Arcadia CA 91066 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 54 Jacquelyn Betancourt 0 L.F.of IN. MM MH's: 0 626-256-6594 0 L.F.of IN. MM CA 200114 R.J.Noble Company 346 L.F.of 24 IN. MM $97,145.00 Storm Sewer Caltrans 12-085105 La Habra,CA 07/28/10 83 L.F.of 30 IN. MM 15505 E.Lincoln Ave. $107,045.00 0 L.F.of IN. MM 0 L.F.of IN. MM Orange CA 92865 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: Ryan Overman 0 L.F.of IN. MM MH's: 0 714-637-1550 0 L.F.of IN. MM CA 200115 Mladen Buntich 21760 L.F.of 6 IN. MM $3,500,000.00 Wastewater and Water Return,Other Malibu CA 7/16/2010 0 L.F.of IN. MM half put on Job#373008 Water Job 1500 W.9th St. 0 L.F.of IN. MM $1,750,000.00 for 1,750,000.00 0 L.F.of IN. MM Upland CA 91786 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 Lee Roesner 0 L.F.of IN. MM MH's: 0 818-370-8038 0 L.F.of IN. MM CA 200116 Drill Tech Drilling&Shoring Inc 175 L.F.of 18 IN. MM $11,750.00 Storm Drain Lining San Deigo,CA 08/02/10 0 L.F.of IN. MM 22223 Forest Boundary Road $11,750.00 0 L.F.of IN. MM 0 L.F.of IN. MM Corona CA 92883 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 Corey Jarnagen 0 L.F.of IN. MM MH's: 0 951-277-9700 0 L.F.of IN. MM Ca 200117 City of Simi Valley 1560 L.F.of 18 IN. MM $323,466.50 Los Angeles Ave Metrolink Sewer Simi Valley,CA 02/23/2011 917 L.F.of 24 IN. MM Line Rehab 500 W Los Angeles Ave $334,791.50 0 L.F.of IN. MM 0 L.F.of IN. MM Simi Valley CA 93065-1644 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 4 Marlon Villarama 0 L.F.of IN. MM MH's: 0 805-583-6408 0 L.F.of IN. MM State Job uty tuber Owner/Contractor Job Classificati n Cnt/Finl Amount Proiect Description Project Location comp. CA 200105 City of San Marino 2620 L.F.of 8 IN. MM $87,648.00 Sanitary Sewer Rehabilitation various San Marino,CA 05/07/10 0 L.F.of IN. _ MM locations 2200 Huntington Drive $113,300.25 0 L.F.of IN. MM 0 L.F.of IN. MM San Marino CA 91108-2691 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 42 Mara]Lazarian 0 L.F.of IN. MM MH's: 0 636-300-0700 0 L.F.of IN. MM CA 200106 City of Duarte 570 L.F.of 42 IN. MM $116,490.00 Crestfield Storm Drain Rehab Duarte,CA 06/30/2010 0 L.F.of IN. MM 1600 Huntington Drive $119,205.00 0 L.F.of IN. MM 0 L.F.of IN. MM Duarte CA 91010-2592 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 Darrell J.George 0 L.F.of IN. MM MH's: 0 626-357-7931 0 L.F.of IN. MM CA 200108 City of Villa Park 9505 L.F.of 8 IN. MM $211,213.90 2009-10 Sewer Rehab Pjt Villa Park CA 05/18/10 17655 Santiago Blvd 613 L.F.of 12 IN. MM g 0 L.F.of IN. MM $238,079.60 0 L.F.of IN. MM Villa Park CA 92861-4187 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 172 Jarad Hildenbrand 0 L.F.of IN. MM MH's: 0 714-998-1500 0 L.F.of IN. MM CA 200109 City of Barstow 687 L.F.of 6 IN. MM $437,225.00 City of Barstow Barstow,CA 12/08/2010 220 East Mountain View Street Suite A 11992 L.F.of 8 IN. MM $430,653.22 207 L.F.of 10 IN. MM 193 L.F.of 12 IN. MM Barstow CA 92311-2839 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 276 Domingo D.Gonzales 0 L.F.of IN. MM MH's: 0 760-255-5156 0 L.F.of IN. MM CA 200112 South Coast Water District 2236 L.F.of 6 IN. MM $129,221.00 Sewer Lining Repairs Laguna Beach,CA 9/01/2010 287 L.F.of 8 IN. MM 31592 West Street 545 L.F.of 10 IN. MM $127,271.00 309 L.F.of 12 IN. MM Laguna Beach CA 92651 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 102 Joseph N.McDivitt 0 L.F.of IN. MM MH's: 949-499-4555 0 L.F.of IN. MM State JobNumber Owner/Contractor Job Classification Cnt/Finl Amount Project Description Proiect Location Comp. CA 200099 Charles King Company 4245 L.F.of 39 IN. MM $812,252.50 Spring Valley Outfall Sewer Manholes San Diego,CA 04/06/10 0 L.F.of IN. MM 2841 Gardena Ave $812,252.50 0 L.F.of IN. MM 0 L.F.of IN. MM Signal Hill, CA 90755 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 1 Steve Radaich 0 L.F.of IN. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200100 South Coast Water District 760 L.F.of 8 IN. MM $113,686.00 Beach Road Lining Repairs Laguna Beach 06/01/10 2482 L.F.of 12 IN. MM 31592 West Street $113,686.00 0 L.F.of IN. MM 0 L.F.of IN. MM Laguna Beach CA 92651 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 63 Joseph N.McDivitt 0 L.F.of IN. MM MH's: 949-499-4555 0 L.F.of IN. MM CA 200101 City of Poway 160 L.F.of 24 IN. MM $41,120.00 Corrugated Metal Pipe Repair Poway,CA 03/11/10 0 L.F.of IN. MM 13325 Civic Center Drive $41,120.00 - 0 L.F.of IN. MM 0 L.F.of IN. MM Poway CA 92074 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 2 Pat Phelps 0 L.F.of IN. MM MH's: 0 858-668-4400 0 L.F.of IN. MM CA 200103 California DOT 557 L.F.of 18 IN. MM $134,820.00 Cont#12-OK5004 State Hwy Dept Irvine,CA 09/20/10 L.F.of IN. MM Route 5 1727 30th Street JS 43 $131,236.45 0 L.F.of IN. MM 0 L.F.of IN. MM Sacramento CA 95816 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: Jesse Flores 0 L.F.of IN. MM MH's: 0 858-668-4400 0 L.F.of IN. MM CA 200104 City of Poway 380 L.F.of 42 IN. MM $95,760.00 Strom Drain Rehab Poway,CA 05/08/10 0 L.F.of IN. MM PO Box 789 $95,760.00 0 L.F.of IN. MM 0 L.F.of IN. MM Poway CA 92074 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 0 Pat Ryan 0 L.F.of IN. MM MH's: 0 858-668-4717 0 L.F.of IN. MM State JobNumber Owner/Contractor Job Classification Cnt/Finl Amount Proiect Description Project Location comp. CA 200094 County Sanitation District#21 668 L.F.of 20 IN. MM $62,370.00 Tri-Cities Outfall Trunk Sewer Pomona,CA 01/16/10 0 L.F.of IN. MM Protection Between Manholes 609& 1955 Workman Mill Road $60,370.00 608 0 L.F.of IN. MM 0 L.F.of IN. MM Whittier, CA 90601-1400 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 3 Kimberly S.Compton 0 L.F.of IN. MM MH's: 0 0 L.F.of IN. MM CA 200095 DEB CONSTRUCTION,INC 300 L.F.of 39 IN. MM $74,700.00 HOAG SOUND WALL NEWPORT BEACH,CA 08/14/09 0 L.F.of IN. MM 2230 e.Winston Road $75,260.00 0 L.F.of IN. MM 0 L.F.of IN. MM Anaheim CA 92806-5536. 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 1 Andrea Veliqueete 0 L.F.of IN. MM MH's: 0 714-632-6680 0 L.F.of IN. MM CA 200096 Sundt Construction,Inc 308 L.F.of 24 IN. MM $58,289.00 Scripps Mercy Hospital Parking San Diego,CA 12/15/09 0 L.F.of IN. MM Garage 1660 Hotel Circle Dr North Suite 400 $58,234.00 0 L.F.of IN. MM 0 L.F.of IN. MM San Diego CA 92108 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 2 Chris Geilenfiledt 0 L.F.of IN. MM MH's: 0 0 L.F.of IN. MM CA 200097 Charles King Company,Inc 1004 L.F.of 14 IN. MM $165,487.50 Broadway Trunk Sewer Replacement Long Beach,CA 03/28/10 2293 L.F.of 18 IN. MM 2841 Gardena Ave $203,429.50 0 L.F.of IN. MM 0 L.F.of IN. MM Signal Hill CA 90755 0 L.F.of IN. MM 0 L.F.of IN. MM SC's: 9 Steve Radaich 0 L.F.of IN. MM MH's: 0 0 L.F.of IN. MM CA 200098 Helendale Community Services District 795 L.F.of 30 IN. MM $147,055.00 Sewer Rehab Project Helendale,CA 02/12/10 0 L.F.of IN. MM 26719 Vista Road Ste 3 $147,455.00 0 L.F.of IN. MM 0 L.F.of IN. MM Helendale CA 92342 0 L.F.of IN. MM Kimberly Cox 0 L.F.of IN. MM SC's: 5 0 L.F.of IN. MM MH's: 0 760-951-0006 0 L.F.of IN. MM State JobNumber Owner/Contractor Job Classification Cnt/Finl Amount Project Description Project Location Comp. CA 200089 Vandenberg Village Community Services 644 L.F.of 6 IN. MM $127,238.50 Sewer Line Rehab Vandenberg Village 6/12/09 2331 L.F.of 8 IN. MM Lompoc,CA 3757 Constellation Road $181,067.50 0 L.F.of IN. MM 0 L.F.of IN. MM Vandenberg Village,Lom CA 93436 0 L.F.of IN. MM Joe Barget 0 L.F.of IN. MM SC's: 25 0 L.F.of IN. MM MH's: 0 808-733-2475 0 L.F.of IN. MM CA 200090 Lake Arrowhead Community Services District 1465 L.F.of 8 IN. MM $978,329.00 2009 Sewer Slip Lining and Manhole Lake Arrowhead,CA 09/01/09 28200 State Highway 189 Bldg 03 Suite 160 352 L.F.of 6 IN. MM $870,854.75 Rehab 4823 L.F.of 12 IN. MM 0 L.F.of IN. MM Lake Arrowhead CA 92352 0 L.F.of IN. MM Aida Hercules 0 L.F.of IN. MM SC's: 54 0 L.F.of IN. MM MH's: 0 909-336-7100 0 L.F.of IN. MM CA 200091 Charles King Co.,Inc. 1693 L.F.of 96 IN. MM $2,644,900.00 San Diego County Regional Airport San Diego CA 10/23/09 2841 Gardena Ave 0 L.F.of IN. MM Sewer Pipe Liner $2,856,594.82 0 L.F.of IN. MM 0 L.F.of IN. MM Signal Hill CA 90755 0 L.F.of IN. MM Butch King 0 L.F.of IN. MM SC's: 0 0 L.F.of IN. MM MH's: 0 562-426-2974 0 L.F.of IN. MM CA 200092 County Sanitation District#1 232 L.F.of 18 IN. MM $68,640.00 Holmes Willowbrook Sewer Rehab Los Angeles CA 10/21/09 1955 Workman Mill Road 0 L.F.of IN. MM $68,640.00 0 L.F.of IN. MM 0 L.F.of IN. MM Whittier CA 90601-1400 0 L.F.of IN. MM KimberlyS.Compton 0 L.F.of IN. MM SC's: 3 0 L.F.of IN. MM MH's: 0 562-699-7411 0 L.F.of IN. MM CA 200093 Burtech Pipeline 293 L.F.of 8 IN. MM $19,890.00 P.O.#2009-006-3.1,Oleander Dr. San Diego,CA 11/11/09 0 L.F.of IN. MM Accelerated Sewer 102 Second Street $19,175.00 0 L.F.of IN. MM 0 L.F.of IN. MM Encinitas CA 92024 0 L.F.of IN. MM Buddy Burtech 0 L.F.of IN. MM SC's: 1 0 L.F.of IN. MM MH's: 0 760-634-2822 0 L.F.of IN. MM S OF ExC� ALASKA ��� CALIFORNIA COLORADORADO SHANNON 6W ON, 111� MISSOURI FLORIDA �O C� GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS WORGTOON N 1TJ WISCONSIIN �• • 1954-20\N July 10, 2014 Mr. Jeff Rubio Project Manager 1400 E. Orangethorpe Ave. Fullerton, CA 92831 jrubio(a�insituform.com RE: INSITUFORM CIPP DESIGN REVIEW FY 2013/14 SEWER REHABILITATION, VARIOUS LOCATIONS,CC No.1478 CITY OF HUNTINGTON BEACH, CALIFORNIA PO#3165450 Dear Mr. Rubio: As requested, we have reviewed your design calculations for the Insituform CIPP sewer rehabilitation project in Huntington Beach, California. Our review consisted of performing independent CIPP thickness calculations and considered the following Insituform-provided information. ■ Pipe design thickness calculations prepared by Insituform for the subject project. ■ Pages E-29 and E-30 of the Project Specifications for FY 2103/14 Sewer Rehabilitation, Various Locations, CC No. 1478, City of Huntington Beach, California. ■ CIPP lining properties summarized in Table 1. TABLE 1 CIPP DESIGN PARAMETERS Parameter Value Flexural Modulus(short-term) 250,000 psi Flexural Modulus(long-term) 125,000 psi Flexural Strength 5,00 psi Safety Factor 2 Note:Additional design parameters are listed in the attached calculations. psi=pounds per square inch 2043 WESTPORT CENTER DRIVE ST.LOUIS,MISSOURI 63146-3564 314-699-9660 FAX: 314-699-9661 TDD 1-800-833-6388 www.shannonwilson.com 41-1-37443-028 Insituform Technologies, Inc. HMIUON WL..ON, 1' . Mr. Jeff Rubio July 10, 2014 Page 2 of 3 Our thickness calculations were performed using the Modified AWWA formula as provided in ASTM F 1216-09, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of Resin Impregnated Tube and as discussed in the Insituform Engineering Design Guide by Insituform Technologies. In our opinion,the Insituform calculated minimum design thicknesses,which are presented in Table 2 and on the attached Insituform calculations, are in agreement with our calculations and meet the requirements set forth in ASTM F 1216 for the listed conditions. The lining and other design conditions (e.g.pipe depth, groundwater depth, traffic loading, etc.) listed on the attached calculations should be checked against field conditions during installation. The minimum thickness calculations should be checked if discrepancies between the design and field conditions are observed. The listed thicknesses are the minimum calculated design thickness. The project specifications may require greater thicknesses and should be checked for thickness requirement. TABLE 2 RESULTS OF CIPP CALCULATIONS Manhole Section Pipe Diameter Minimum Design Thickness 9484 to 9483 8 inches 3.8 mm 9483 to 9487 8 inches 3.8 mm 9483 to 9553 8 inches 3.8 mm 9553 to 9606 8 inches 3.8 mm 9606 to 9671 8 inches 3.8 mm 9553 to 9554 8 inches 3.8 mm 9554 to 9556 8 inches 3.8 mm 9606 to 9607 8 inches 3.8 mm 9607 to 9609 8 inches 3.8 mm 9680 to 9671 8 inches 3.8 mm 9671 to 9672 8 inches 3.8 mm 9672 to 9674 8 inches 3.8 mm 9674 to 9677 8 inches 3.8 mm 9729 to 9680 8 inches 3.8 mm 9674 to 9738 8 inches 3.8 mm 9738 to 9803 8 inches 3.8 mm 9736 to 9738 8 inches 3.8 mm 9507 to 9564 8 inches 3.8 mm 9564 to 9619 8 inches 3.8 mm 41-1-37443-028 Hungtinton Beach,CA Letter.docx/wp/wbk 41-1-37443-028 Insituform Technologies, Inc. HANNON 611iliLSON,INC. Mr. Jeff Rubio July 10, 2014 Page 3 of 3 Manhole Section Pipe Diameter Minimum Design Thickness 9619 to 9677 8 inches 3.8 mm 9677 to 9731 8 inches 3.8 nun 9731 to 9776 8 inches 3.8 mm 2990 to 2993 8 inches 3.8 nun 2993 to 2995 8 inches 3.8 mm. 2910 to 12112 10 inches 4.7 mm 12112 to 2916 10 inches 4.7 mm i i 2916 to 12113 10 inches 4.7 mm 12113 to 2917 10 inches 4.7 mm 2917 to 2919 10 inches 4.7 mm 2919 to 2925 10 inches 4.7 nim Please call us if you have questions or comments concerning this project. We appreciate the opportunity to be of service to you. Sincerely, SHANNON&WILSON,INC. QOV ES SIO/v Otit By � Io� CD � �� `� rM m ILI 0. 000362 %o Exp. 12/31/14 �. CFOrECHN��P� .�N OF I Chris roves, .E. Senior Vice President WBK:CBG/tad Enc: CIPP Thickness Calculations by Insituform Technologies,Inc. Pages E-29 and E-30 of the Project Specifications C: Matt Sherwood, Insituform Technologies,Inc.,MSherwood c�insituform.com Mr. Eugene Zaltsman,Insituforin Technologies,Inc.,ezaltsmanninsituform.com 41-1-37443-02811tingtinton Beach,CA LetterMp/tad 41-1-37443-028 This page intentionally left blank Insituform Technologies, Inc. Client: Huntington Beach,CA 07/09/14 Project: FY 2013114 Sewer Rehabilitation Project CC No.1478 Location: CA COMPOSITE PHYSICAL PROPERTIES Only cells In this color require entry RESIN Flexural Modulus: Flexural Strength: 5,vD,Q ,,-A Flexural Modulus Retention to Account for Long-term Effects: 50% Safety factor 2 K-enhancement factor 7 v-Poisson's Ratio= 0.3 (0.3 typical for Insituform CIPP) Soil Density 120,1bslft3 FIELD INPUT Manhole Diameter Existing Ovality Length Depth Groundwate Live Load Soil Minimum Pipe invert invert Modulus Design Conditi Thicknes Upsteam Downstream Street or RR PD or F % ft ft ft psi HWY mm Bid Thickness 9484 9483 8 FD 2 87 10 7.67 1000 16000 0 3.8 4.5 9483 9487 8 FD 2 98. 10 7.67 1000 16000 0 3.8 4.5 9483 9553 8 FD 2 243 10 7.67 1000 16000 0 3.8 4.5 9553 9606 8 FD 2 238 10 7.67 1000 16000 0 3.8 4.5 9606 9671 8 FD 2 245 10 7.67 1000 16000 0 3.8 4.5 9553 9554 8 FD 2 262 10 7.67 1000 16000 0 3.8 4.5 9554 9556 8 FD 2 263 10 7.67 1000 16000 0 3.8 4.5 9606 9607 8 FD 2 232 10 7.67 1000 16000 0 3.8 4.5 9607 9609 8 FD 2 230 10 7.67 1000 16000 0 3.8 4.5 9680 9671 8 FD 2 151 10 7.67 1000 16000 0 3.8 4.5 9671 9672 8 FD 2 200 10 7.67 1000 16000 0 3.8 4.5 9672 9674 8 FD 2 182 10 7.67 1000 16000 0 3.8 4.5 9674 9677 8 FD 2 265 10 7.67 1000 16000 0 3.8 4.5 9729 9680 8 FD 2 198 10 7.67 1000 16000 0 3.8 4.5 9674 9738 8 FD 2 298 10 7.67 1000 16000 0 3.8 4.5 9738 9803 8 FD 2 235 10 7.67 1000 16000 0 3.8 4.5 9736 9738 8 FD 2 214 10 7.67 1000 16000 0 3.8 4.5 9507 9564 8 FD 2 216 10 7.67 1000 16000 0 3.8 4.5 9564 9619 8 FD 2 219 10 7.67 1000 16000 0 3.8 4.5 9619 9677 8 FD 2 230 10 7.67 1000 16000 0 3.9 4.5 9677 9731 8 FD 2 216 10 7.67 1000 16000 0 3.8 4.5 9731 9776 8 FD 2 227 10 7.67 1000 16000 0 3.8 4.5 2990 2993 8 FD 2 300 10 7.67 1000 16000 0 3.8 4.5 2993 2995 8 FD 2 302 10 7.67 1000 16000 0 3.8 4.5 2.910 12112 10 FD 2 185 10 7.83 1000 16000 0 4.7 6.0 12112 2916 10 FD 2 113 10 7.83 1000 16000 0 4.7 6.0 2916 12113 10 FD 2 197 10 7.83 1000 16000 0 4.7 6.0 12113 2917 10 FD 2 116 10 7.83 1000 16000 0 4.7 6.0 2917 2919 10 FD 2 313 10 7.83 1000 16000 0 4.7 6.0 2919 2925 10 FD 2 311 10 7.83 1000 16000 0 4.7 6.0 i d d This page intentionally left blank 500-1.2.5 Notification of Work. [Delete the section and replace with the following:]. The Contractor shall notify the Engineer before the start of each working day the location; including the line identification nU nber, street and the length of liner to be installed measured along the longitudinal axis of the finished surface between insertion and exit points (manholes, excavations). 500=1:2.6.Installation and Field Inspection. [Delete the first sentence and replacemith the following:]. The installation of the replacement pipe.and%or repair work, and re=establishing the connection of theService lateral(s) shall conform to 306 and as modified per these specifications. 500-1.3 High-Density Polyethylene (HDPE) Solid-Wall Pipe Liner. [Delete the..entire subsection]: 500-1.4 Cured in-Place (CIPP Liner). 500-1.4.2 Material Composition and Testing. [Add the following:]. Minimum pipe liner wall thickness: The minimuni liner's wall thickness shall be, verified as calculated per ASTM F 12.16 (ASTM Appendix Xl). The physical properties listed below shall be used in the ASTM. F 1216 calculations. I'hc Contractor shall submit with the bid one clear, accurate and legible cop}, of the calculations, signed by a registered Civil Engineer in the State of California. Unless otherwise demonstrated by the calculations (CIPP only) the minimum liner wall thickness allowed shall be 0.225 inches for 8 inch; 0.280 inches for 10 inch, 0.336 inches for 12 inch, and 0.420 inches for 15 inch. If the calculations are not included with the bid proposal, the bid shall be considered non- responsive. Mean Diameter(D)= 8",J0". and 12" '._. Depth of pipe (1-1)=Assurn.e IO' for 8" and 10",and IS' for 12"pipe. Height of eater above top of pipe(H Assume 7' for 8", and 10",and l 0'.for 12"pipe. H2O lugli�tray Toads Soil Modulus(0-S)= 16-00 psi Soil Density= 120 pcf Enhancement factor(K)=7 Ovality=(q)2% Factor of safety (N)=2 Flexural strength (a) in accordance with ASTM D790: Provided by the proposed liner manufacturer. Instantaneous Flexural Modulus (E;) in accordance with ASTM ,D 790. Provided by the proposed liner manufacturer. Long term Flexural Modrilus.(E L) in accordance with ASTM D 29.90. Provided by the proposed liner manufacturer. E-29 All other variables are per accepted industry standards or per the proposed liner manufacturer recommendation, whichever is greater. To determine the thickness (t) of the.proposed liner the following rearranged equation shall be used: (as determined by ASTM F 1216) ), 113 t=0.721D GRWBT If:the pipe liner process requires a thicker DR for the site; or existing pipeline condition designed with a 2 to 1 safety factor the Contractor shall provide the.thicker pipe liner. Cured-in-Place Oncr (CIPP),designs shall use a mi,umum of 15%extra thiclaiess to compensate for resin migration[seal facto'•to fill joints,cracked or deteriorated pipelines. 500-1.4.2 Material Composition and,Testing. [Add the following:]. The side of the liner exposed to the sever flow after inversion is completed shall have a layer of polypropylene or polyurethane coating bonded to it, with a mininiuni thickness of 0.0,1-_inch and shall be pinhole free. All seams and patches in the coating shall be inspected and the tube shall be tested to verify that it is pinhole free: The factory test results for each length of felt tube to be installed shall be submitted to the Fngineer before installation. The tube shall be manufactured to a size that when installed will tightly fit the internal circumference and length of original pipe. T be "felt tube shall be continu6U§ and of sufficient length to extend the entire reach (from entry to end or exit point) to be rehabilitated. No joints or overlapped layers that cause lumps in the final product will'be permitted between manholes The factory test results for each batch of resin shall be submitted to the Engineer before installation. [Delete the second paragraph and replace with the following:]. Testing of the installed CIPP liner is required for this project. The physical properties. of the installed CIPP liner shall be verified through field sampling and laboratory testing as approved by the Engineer. An 8-'Welt long sample shall be cut front each section of the,pipe liner that has been inserted through a "same diameter pipe mold, at the upstream and/or downstream and any intermediate manholes'in accordance with ASTM. 1~ 1,216. One sample shall be taken for each installation of pipe liner. The samples .shall be tagged with ,inf6frnation including; but not limited to, the location of sanSple(s),, date, pipe diameter and written verification by the AGENCY'S inspector. The sample shall be submitted to a certified. laboratory, which has been. pre- approved by the Engineer and tested in accordance with ASTM D 2990 and ASTM 790 to confirm that the pipe liner conforms to.the miniiiium requirements of Table 500-1.4.2 (A). Test results are due within.30 calendar days from the date the samples Were. taken. The Contractor shall be responsible,for repairing non= complaint pipe liner in accordance with 500-1.4 & E-36 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE for FY 2013/14 SEWER REHABILITATION PROJECT C.C. No. 1478 July 1, 2014 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1. In Section E of the Project Specifications, replace the section 500-1.1.4 Cleaning and Preliminary Inspection with the following: 500-1.1.4 Cleaning and Preliminary Inspection. Preliminary closed circuit television (CCTV) and pipeline cleaning shall be performed prior to to any rehabilitation. The Contractor shall protect manholes to withstand forces generated by equipment, water, and air pressure. After cleaning, the Contractor shall also confirm the inside minimum and maximum size (diameter and/or configuration) of the pipeline. The Contractor shall be responsible for the removal of debris from the pipeline and restore the pipeline to a minimum o 95 percent of the original diameter or area, as sown on the Plans or in the Specifications. Pipeline debris as describe as, but is not limited to, calcium deposits, sludge, dirt, sand rocks, grease, roots, and other solid or semisolid materials. Refer to 500-1.2, Pipeline Point Repairs, for the removal of obstructions. [Delete the second paragraph and replace with the following:]. The Contractor shall use High-Velocity Hydraulic (Hydro- Cleaning) Equipment(per(b)) to clean the pipelines and root cutters or porcupines attached to the winches for calcium and tree root removal. The Contractor shall assume that most pipes require normal cleaning (at a minimum three passes) with Hydro-Cleaning Equipment and others will require extensive cleaning (at a minimum three passes)with additional use of root and calcium removal equipment. CCTV inspections are available to Contractor for viewing of existing conditions at the project locations. Contractor can view videos through by downloading files-through Agency Advertised project link at: http:/hvww.ebidboard.com/public/Droiects/showproiect asp2mbrguid-(167CB833 B305-40F6 B121 1F1D482930F53&promectguid-{72123768 15E9-4139 AAD4 F5FDF34FB7FC} 1 The cost of all cleaning and any required root and calcium removal necessary for lining the pipe shall be included in the bid items for"Cleaning and preliminary video inspection of 8" and 10" sewer main including tree roots and calcium removal" and no additional compensation shall be allowed. [Delete the last paragraph and replace with the following:]. The Contractor shall use a vacuum truck or approved equal to pick- up all debris before it can continue down stream. The Contractor shall dispose of all debris removed from the pipeline, in accordance with current applicable regulations. Any hazardous waste material encountered during the project shall be considered as a changed condition. Refer to 3-4. It is the responsibility of the Contractor to take adequate measures to insure that no debris is allowed to enter the District's trunk sewer. If at any time debris does enter the District's trunk sewer, the Contractor shall clean the trunk sewer to a point downstream as determined by and to the satisfaction of the District. All costs of debris removal and cleaning of the District's trunk sewer shall be borne by the Contractor and no additional compensation will be allowed therefor. Bids will be publicly opened in the Public Works Conference Room on the 1st floor of City Hall, located at 2000 Main Street, Huntington Beach, CA 92648. This is to acknowledge receipt and review of Addendum N e One- dated July 1, 2014. Insitufnrm Technologies, LLC Company Name By Denise Carroll Contracting&Attesting Officer 71 tea/ 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. -2- is lkir-AIA Document A31OTm - .2010 Bid Bond CONTRACTOR: SURETY: This document has important (Name,legal status and address) (Name,legal status and principal place ofbusiness) legal consequences. INSITUFORM TECHNOLOGIES, LLC Travelers Casualty And Surety Company Of Consultation with an 17988 Edison Avenue America attorney is encouraged with Chesterfield, MO 63005 One Tower Square respect to its completion or Hartford,CT 06183 modification. Any singular reference to OWNER: Mail Notices To: Contractor,Surety,Owner, (Name,legal status and address) Travelers or other party shall be City Of Huntington Beach Attn:Inez Meyerholz-Bond Claims considered plural where 2000 Main Street One Tower Square 2S1A applicable. Huntington Beach,CA 92648 Hartford,CT 06183 BOND AMOUNT: Ten Percent of the Amount Bid-----------------dollars($10%of Amount Bid) PROJECT: FY 2013114 Sewer Rehabilitation Project CC No. 1478 (Name,location or address,and Project number,if any) 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 loth day of July,2014. INSITUFORM E )0L0GXES.4-VL)CY�1. lLx (Principal) Seal (Witn 's) Jana Lause QMCon ctivg&A g cep (Title) Contracting&Attesting Of er 00Ar P TraVe e s Casual An Sure Company Of America (S (Seal) (Witness)Amanda L. Williams, Witness (Title ar ra euchh6lc r -In-Fad Init AIA Document A31OTm—2010.Copyright @1963,1970 and 2010 by The American Institute of Architects.All rights resery .WARNING:This AIA Document is protected by.U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of t cument. or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the Iaw.'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,coovrioht(aaia.orq. 061110 CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT Missouri+ State of rat�frm County of St.Louis On July 10,2014 before me, Amanda L.Williams,Notary Public , (Here insert name and title of the officer) personally appeared Barbara Buchhold,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. j I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. AMANDA L. WILLIAMS Notary Public-Notary Seal WITNESS my hand a9d official seal. srsiyoucio my RI • (� My Commission Expires: July 24,2017 l Commission#13507257 (Notary Seal) Signature of Notary Public Amanda L.Williams,Notary Public ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in tire notary section or a separate aclamudedgmeni form must be properly corpleted and attached to that docrrnrent. The only exception is if a Bid Bond document is to be recorded outside of California.In such instances,arty alternative (Title or description of attached document) 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.e. certifying the authorized capacity of the signer). Please check the (Title or description of attached document continued) document carefrrllyfor proper notarial wording and attach thisform ifrequired. Number of Pages 1 Document Date 7/10/14 • State and County information mast be the State and Count),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 Travelers Casualty and Surety Company of America must also be the same date the acknowledgment is completed. (Additional information) • 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. CAPACITY CLAIMED BY THE SIGNER Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. ❑ Individual(s) Ire/she/they is lafe)or circling the correct forms.Failure to correctly indicate this information may lead to rejection of document recording. ❑ Corporate Officer . The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.if seal impression smudges,re-seal if a (Tide) sufficient area permits,otherwise complete a different acknowledgment form. ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk. ® Attomey-in-Fact . Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. ❑ Other 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.e.CEO,CFO,Secretary). • Securely attach this document to the signed document 2008 Version CAPA v12.10.07 800-873-9865 www.NotaryClasses.com State of Missouri County of St. Louis On 7/10/2014, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Barbara Buchhold 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 this certificate above. 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: WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER iA 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. 227908 Certificate No. 005881291 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,Kristan L.Lucas,Peter J.Mohs,Helen A.Antoine,Debra A.Woodard,Barbara Buchhold,Myranda Bohannon, Michael D.Wiedemeier,and Amanda L.Williams of the City of Chesterfield State of Missouri their true and lawful Attomey(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 permit e&in any-actions or proceedings allowed by law. " R W zti ,,} IN WITNESS WHEREOF,the Companies have caused this instrument to'be signed:and their, orporate seals to be hereto affixed,this 23rd da of April 2014 � y _ ',i. .,;ram r••�'�.-J Farmington Casualty Comy ` St.Paul Mercury Insurance Company Fidelity and Guaranty`Insurance'Company,t, > Travelers Casualty and Surety Company 6.'s % 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 �°P,P•OgF�TL +tPR°°'i� Jy FtRE 6y O�*yN.�N�9 �.JPj•1N5�� gJ„�TY gpOd �Nt01'�I1Af/y ��Y� 11 7� �NL�tFCttlt m �l W f iW:ORPORAT'Pk I HARTFORC J'FU1RtFOR�.Fs < � Z S w 4'no+MEC�' u ' '� 1951 ' � J`•SEAI..'o'% �'; 'D CONN. n 3� � in 1896 �•.. SEAL:s ;� o biy Raa d �� °�''� e°o y.........•'D'rI �»:•.., :,+ae 's ar �,`a< `� �l'�ANl State of Connecticut By: City of Hartford ss. Robert L.Raney, enior Vice President On this the 23rd day of April 2014 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. p.TET " In Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2016. pIIBU� # Mane C.Tetreault,Notary Public 58440-8-12 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUTTHE RED BORDER CALIFORNIA ALL-PURPOSE ` CERTIFICATE OF ACKNOWLEDGMENT Missouri State of Gffo�ffi County of St. Louis On July 10, 2014 before me, Debra K. Jasper ere insert name and title of the officer) -personally appeared Denise Carroll 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. DEBRA K.JASPER WITNESS my hand and official seal. Notary Public-Notary Seal / STATE OF MISSOURI St.Charles County �'�,nNIljasion Expires: Nov. 17,2014 Signature of No Public mission# i 0969544 ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM DESCRIPTION OF THE ATTACHED DOCUMENT 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 is f a R i d Bond document is to be recorded outside o•fCa4fornia.In such instances,any alternative (Title or description of attached document) 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.e.certifying the authorized capacity of the signer).Please check the (Title or description of attached document continued) document carefully for proper notarial wording and attach this form if required. Number of Pages 1 Document Date July 10, 2 03 g State and County information must be the State and County where the document Insituform Technologies, LLC • signer(s)personally appeared before the notary public for acknowledgment. Date of notarization must be the date that the signer(s)personally appeared A drtional rnformaUon) 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 tide(notary public). • Print the name(s)of document signer(s)who personally appear at the time of CAPACITY CLAIMED BY THE SIGNER notarization. Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. Individual(s) he/she/they;is/ere)or circling the correct forms.Failure to correctly indicate COtrpppptatq Officer this information may lead to rejection of document recording. RontYacting and Attesting Officer ' The notary seal impression must be clear and photographically reproducible. Contracting and Attesting Officer Impression must not cover text or lines.If seal impression smudges,re seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. Signature of the notary public must match the signature on file with the office of Partner(s) the county clerk Attorney-in-Fact v Additional information is not required but could help to ensure this Trustee(s) acknowledgment is not misused or attached to a different document. }Indicate title or type of attached document,number of pages and date. Other Indicate the capacity claimed by the signer.If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary), • Securely attach this document to the signed document 2008 Version CAPA v12.10.07 BM$73-9865 www.NotariClasses.com S-4067/GE 9109 XDP City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 9264 (714) 536-5227 ♦ www.huntingtonbeachca.gov `fB;�>> 9ogp Office of the City Clerk t Joan L. Flynn, City Clerk September 22, 2014 RePipe California, LP 12771 Brown Ave. Riverside, CA 92509 RE: FY 2013/14 Sewer Rehabilitation Project/Various Locations—CC-1478 Enclosed please find your original bid bond for CC-1478. Sincerely, 0 Joan L. Flynn, CMC City Clerk JF:pe Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand t'F %M4Z. j r iJ _ k REPIPE CALIFORNIA LP 14 JUL I Q = E 3 .. 12771 BROWN AVE c! Y C L �4 yV RIVERSIDE CA 92509 �•r; �' ` GT N Q,E:ACH i p � 4 e it arf{ s'q '¢ "SEALED BID" forMy' 5.., FY 2013/14 SEWER REHABILITATION PROJECT in the CITY OF HUNTINGTON BEACH - DO NOT OPEN WITH REGULAR MAIL .,- DELIVER TO k : THE OFFICE OF THE CITY CLERK " r 2000 MAIN STREET, - ''iF S7 I oa '- i'`' /��i nG m I x Bid Date: 7-10-14 Time: 2:00pm SECTION C PROPOSAL for the construction of FY 2013/14 SEWER REHABILITATION PROJECT from PROJECT LIMITS CC No. 1478 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 60 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 Bid Bond in the amount of -42 ,511. 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 1 7-1-14 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 2013/14 SEWER REHABILITATION PROJECT C.C. No. 1478 July 1, 2014 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1. In Section E of the Project Specifications, replace the section 500-1.1.4 Cleaning and Preliminary Inspection with the following: 500-1.1.4 Cleaning and Preliminary Inspection. Preliminary closed circuit television (CCTV) and pipeline cleaning shall be performed prior to to any rehabilitation. The Contractor shall protect manholes to withstand forces generated by equipment, water, and air pressure. After cleaning, the Contractor shall also confirm the inside minimum and maximum size (diameter and/or configuration) of the pipeline. The Contractor shall be responsible for the removal of debris from the pipeline and restore the pipeline to a minimum o 95 percent of the original diameter or area, as sown on the Plans or in the Specifications. Pipeline debris as describe as, but is not limited to, calcium deposits, sludge, dirt, sand rocks, grease, roots, and other solid or semisolid materials. Refer to 500-1.2, Pipeline Point Repairs, for the removal of obstructions. [Delete the second paragraph and replace with the following:]. The Contractor shall use High-Velocity Hydraulic (Hydro-Cleaning) Equipment(per(b)) to clean the pipelines and root cutters or porcupines attached to the winches for calcium and tree root removal. The Contractor shall assume that most pipes require normal cleaning (at a minimum three passes) with Hydro-Cleaning Equipment and others will require extensive cleaning (at a minimum three passes) with additional use of root and calcium removal equipment. CCTV inspections are available to Contractor for viewing of existing conditions at the project locations. Contractor can view videos through by downloading files through Agency Advertised project link at: http:/Iwww.ebidboard.com/public/projects/showpromect.asp?mbrquid=f 167CB833-B305-4OF6- B121-1 F1 D482930F5}&proiectguid={72123768-15E9-4139-AAD4-F5FDF34FB7FCI 1 /I The cost of all cleaning and any required root and calcium removal necessary for lining the pipe shall be included in the bid items for"Cleaning and preliminary video inspection of 8" and 10" sewer main including tree roots and calcium removal' and no additional compensation shall be allowed. [Delete the last paragraph and replace with the following:]. The Contractor shall use a vacuum truck or approved equal to pick- up all debris before it can continue down stream. The Contractor shall dispose of all debris removed from the pipeline, in accordance with current applicable regulations. Any hazardous waste material encountered during the project shall be considered as a changed condition. Refer to 3-4. It is the responsibility of the Contractor to take adequate measures to insure that no debris is allowed to enter the District's trunk sewer. If at any time debris does enter the District's trunk sewer, the Contractor shall clean the trunk sewer to a point downstream as determined by and to the satisfaction of the District. All costs of debris removal and cleaning of the District's trunk sewer shall be borne by the Contractor and no additional compensation will be allowed therefor. Bids will be publicly opened in the Public Works Conference Room on the 1st floor of City Hall, located at 2000 Main Street, Huntington Beach, CA 92648. This is to acknowledge receipt and review of Addendum Number One, dated July 1, 2014. Company Name By 7- 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. -2- i SECTION C PROJECT BID SCHEDULE FY 2013/14 SEWER REHABILITATION PROJECT CC-1478 BID ITEMS Item Description Quantity Unit Unit Cost Total Cost No. (Extension) 1 Mobilization/Demobilization 1 LS $ 5,000.00 $ 5,000.00 2 Furnish Traffic Control 1 LS $2,200.00 S 2,200.00 3 Cleaning and preliminary video inspection of 8"sewer main 2.00 10,702.00 including tree roots and calcium removal 5351 LF $ $ 4 Cleaning and preliminary video inspection of 10"sewer main including tree roots and calcium removal 1235 LF $ 2.00 $ 2,470.00 5 Install liner and post video inspection of 8"sewer main 5351 LF $ 31.00 $ 165,881.00 6 Install liner and post video inspection of 10"sewer main 1235 LF $37.00 $45,695.00 7 Grind and re-open sewer service lateral 148 EA $ 50.00 $ 7,400.00 Construct point repair of major offset joint at Brookhurst St on line A14 of exhibit per Point Repair Detail in specification and HB Std. Plan 503. Item includes all appurtenances including 8 but not limited to pipe, bedding, couplings,temporary bypass pumping and collection,encasement, aggregate and base asphalt concrete to match thickness in kind, and any other 909.00 16,362.00 item required to complete repair. 18 LF $ $ TOTAL BID AMOUNT (BASIS OF AWARD) s 255,710.00 TOTAL BID AMOUNT IN WORDS: TWO HUNDRED FIFTY FIVE THOUSAND SEVEN HUNDRED TEN DOLLARS AND ZERO CENTS 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 Items) License Amount Contract Number SND CONSTRUCTION INC A 8 2516 S FOURTH AVE 941149 $16,362.00 7% ARCADIA CA 91006 PERFORMANCE PIPELINE TECHNOLOGIES 3,4 5901 WARNER AVE#482 0 HUNTINGTON BEACH CA 92649 825824 C-42 $13,712.00 6/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 7-10-14, at Riverside CA Date' City State Heidi Clemons , being first duly sworn, deposes and says that heor she is an Authorized Representative of Repipe California LP 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. Heidi Clemons-Authorized Representative Name of Bidder Signature of Bidder 12771 Brown Ave, Riverside CA 92509 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 2013/14 SEWER REHABILITATION 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. Repipe California LP Contractor QL, - e&,-)� By Heidi Clemons r osgo-��, j Title Authorized resentative Date: 7-10-14 C-5 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 ® No If the answer is yes, explain the circumstances in the space provided. not applicable 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. Repipe California LP Contractor By Title Hieidi Cle ons-Author' ed Representative Date: 7-10-14 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: REPIPE CALIFORNIA LP Bidder Name 12771 BROWN AVE Business Address RIVERSIDE CA 92509 City, State Zip 951 213-3711 Telephone Number 982631-A State Contractor's License No. and Class 4-15-13 Original Date Issued 4-30-15 Expiration Date The work site was inspected by FORGE BELTRAN of our office on JULY 2ND 520 14 The following are persons, firms, and corporations having a principal interest in this proposal: Robert McCrae-Authorized Representative Heidi Clemons-Authorized Representative REPIPE CALIFORNIA LP 12771 BROWN AVE RIVERSIDE CA 92509 IWPC, LLC 2002 TIMBER LOCCH PL.,STE 505 THE WOODLANDS TX 77380 INLAND WATERS POLLUTION CONTROL, INC(MI)4086 Michigan Ave, Detroit MI 48210 C-8 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. Repipe California LP Company Name mnoq� Signature of Bidder Heidi Clemons-Authorized Representative Printed or Typed Signature Subscribed and sworn to before me this 10thday of July 52014 NOTARY PUBLIC NOTARY SEAL 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, proiect 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: F**** PLEASE SEE THE ATTACHED DETAILED LIST OF PROJECT HISTORY ******* 1. 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 C-9 CALDFORNUA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 ��:r•,c-.�..c--�.•e:c-.6r,.c�.c--F.rc-.�-��-.c�c.,Gc.�-cc��-.cc�.cxk� .cc�.c: -•.�c--.cr..�.c.�.cc-.c�c�r-.c=c�.�-r..Grkr.•cc..�--.c,crccti-2c--c..�.rrcc..c--�. 4 ' 4 State of California i County of San Bernardino 4 On 7-10-14 before me, J.M. LOPEZ NOTARY PUBLIC Date Here Insert Name and Title of the officer ' personally appeared HEIDI CLEMONS Name(s)of Signer(s) y ' who proved to me on the basis of satisfactory evidence to be the person('whose name(o is/W subscribed to the within instrument and acknowledged (' to me that X/shedhej executed the same in 4 talfhedth& authorized capacity(iesy, and that by hjAer/th)afr signature*' on the instrument the personagy, or the entity upon behalf of which the persor1(a'j acted, executed the instrument. I J. M. LOPEZ Commission it 19e6040 Notary Public-California I certify under PENALTY OF PERJURY under the = San Bernardino County ' laws of the State of California that the foregoing My Comm.Expires Jul 23,2016+ paragraph is true and correct. 4 WITNESS . hand and offici Signat re: l'• Place Notary Seal Above Si !Le o OPTIONAL g ry P Though the information below is not required by law, it may prov luable to persons relying on the docume and could prevent fraudulent removal and reattachme of this form to another document. fi Description of Attached Document Title or Type of Document: BID Document Signature Confirmation- COHB Document Date: 7-1014 Number of Pages: 1 l Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) • Signer's Name: HEIDI CLEMONS Signer's Name: ❑ Corporate Officer — Title(s): ❑Corporate Officer— Title(s): 4 ❑ Individual ❑ Individual ❑ Partner—❑Limited ❑General ❑Partner — ❑Limited ❑General ❑ Attorney in Fact ❑Attorney in Fact ❑ Trustee ❑Trustee ❑ Guardian or Conservator ❑Guardian or Cons ator IX Other: AUTHORIZED REPRESENTATIVE ❑Other: :REPIPE r Is:R:eresenting' Sign s Representing: FORNIA LP i ^�w�.._K-<^�c^w�^�c.._^�vn-cs�=�•c:.�-��K-c^� ^�-cam � c:c:�s�:�:�._.-c:.E;w��s �sw��=•c�. ^�^wK:vu��=�s�^.�, ©2012 National Notary Association•NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 Name and Telephone No. of Project Manager: """PLEASE SEE THE ATTACHED DETAILED LIST OF PROJECT HISTORY"""* 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-10 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. MICHAEL ESPINOSA 1. Name of proposed Project Manager Telephone No. of proposed Project Manager: 714-715-5822 Downtown Northeast Sewer Rehab—Mariposa&H Steets $564,350.21 LINING 5-30-14 Project Name & Contract Amount Type of Work Date Completed SSRP U11 Beverly Dr,U16 Selby Ave&U20 Beverly Glen Blvd $479,623.50 LINING 9-30-13 Project Name & Contract Amount Type of Work Date Completed SSRP-Griffin Ave $695,461.50 LINING 10-30-13 Project Name & Contract Amount Type of Work Date Completed 2. JORGE BELTRAN Name of proposed Superintendent Telephone No. of proposed Superintendent: 714-715-5847 Eighth Street&Fairfield Drive $872,786.50 LINING 9-30-2012 Project Name &Contract Amount Type of Work Date Completed SSRP C08A,C08B,C08C $872,685.00 LINING 2/28/2013 Project Name & Contract Amount Type of Work Date Completed Sewer Rehabilitation on Floradora,Teilman Weber $521,719.13 LINING 5-30-14 Project Name & Contract Amount Type of Work Date Completed C-11 ORE*F31PEP THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP Project/ Description • Contract Date Amount Sewer Rehabilitation in Kern & Fulton Allies City of Fresno CIPP Lining of 751 linear feet of 24" , 891 LF 10" 1721 Van Ness Ave diameter sanitary sewer, 743 LF 10" PVC Fresno, CA 93721 $694,562.50 Ongoing Replacement, rehabilitation of 7 manholes, 4 New Bill Herr Manholes 559-621-5614 Sewer Cement Sewer Rehabilitation/Replacement Long Beach Water Department Group 2 1800 Wardlow Road CIPP lining of 4,971 linear feet of 8" diameter Long Beach, CA 90807 $315,008.02 Ongoing sanitary sewer Attn: K. Eric Leung, Eng 562-570-2337 SSRP S01—Vernon &Western City of Los Angeles CIPP lining of 6,557 linear feet of 8" diameter 1149 S. Broadway sanitary sewer Lost Angeles, CA 90014 Attn: Steven Chow 213-485-5878 $450,807.44 Ongoing Prime Contractor: Vasijl 15531 Arrow Hwy, Irwindale, CA 91706 (626)480-1442 SSRP S077 76`h&Grand S08 Main &Manchester City of Los Angeles CIPP lining of 8" (5,469'), 12" (687'), and 27" (80') 1149 S. Broadway diameter sanitary sewer Lost Angeles, CA 90014 Attn: Steven Chow 213-485-5878 $260,361.46 Ongoing Prime Contractor: Ramona PO Box 660219 Arcadia, CA 96001 626-355-1350 Sewer Rehabilitation on Floradora.Teilman Weber City of Fresno CIPP lining of 10" (193'), 12" (2,251'), 18" (487'), 5607 West Jenson Avenue and 21" (978') diameter sanitary sewer, Fresno, CA 93706 rehabilitation 6 manholes, and reconstruct 2 Bill Herr $521,719.13 Ongoing manholes 559-621-5614 Downtown Northeast Sewer Rehab—Mariposa & City of Fresno H Steets 5607 West Jenson Avenue CIPP lining of 6" (277'), 8" (415'), 10" (1,138'), 15" Fresno, CA 93706 $564,350.21 Ongoing (391'), and 18" (599') diameter Bill Herr 559-621-5614 Repipe California LP 12771 Brown Ave Project References—CIPP 'AREPIPE Riverside, CA 92509Mr www.teamii)r.com Updated on KEPI PE THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP 2012 CMP Rehabilitation City of Thousand Oaks CA CIPP lining of 18" (754') 24" (108') 30" (437') and 2100 Thousand Oaks Blvd 36" (600') diameter sanitary sewer Thousand Oaks, CA 91362 $187,560.00 Ongoing Mike Tohidian, Sr. Engineer 805-449-2400 Grandview Interceptor Rehabilitation, Pierce Pierce County Washington County,WA KIP 7231 9850 64th Street West CIPP lining of 9,480 If of 30" diameter sanitary University Place, WA 98467-1078 sewer Steve Chanfrau, Engineer $2,619,116.03 Ongoing Supervisor 253-798-4050 2013 Sewer Rehab City of Issaquah CIPP lining of 8" (10,000') and 18" (300') of sanitary 1775- 12th Ave NW/PO Box 1307 sewer Issaquah, WA 98027 $340,850.99 Ongoing Todd Christensen/ Utility P.E 425-837-3449 2013 Sewer Rehabilitation City of Bremerton CIPP lining of 8" (3,401') 10" (1,085') 24" (274') and 3027 Olympus Drive 30" (138') diameter pipe. Bremerton WA 98310 Bill Davis, P.E. $416,251.00 Ongoing William.davis@ci.bremerton.wa. us 360-473-5270 Woodside Avenue I Magnolia Avenue Storm Drain City of Santee, CA Lining of 24" (470') 29" X 42" (95') 48" (320') and 10601 Magnolia Ave, Bldg 3 54" (700') Santee CA 92071-1266 Steven Miller, PE 619-258-4100 $545,505.00 Ongoing Prime Contractor: Ramona PO Box 660219 Arcadia, CA 96001 626-355-1350 SSRP-Griffin Ave City of Los Angeles Sub contractor CIPP lining of 6" (1,093') 8" (9,851') 1149 S. Broadway 10" (1,250') and 12"(1,435') diameter pipe Lost Angeles, CA 90014 $695,461.50 Ongoing Attn: Iftekhar Ahmed 213-485-5878 SSRP U11 Beverly Dr, U16 Selby Ave& U20 Beverly City of Los Angeles Glen Blvd 1149 S. Broadway Sub contractor CIPP lining of 6" (206') 8" (9719') Lost Angeles, CA 90014 $479,623.50 Ongoing and 10" (893')diameter pipe Attn: Iftekhar Ahmed 213-485-5878 Repipe California LP on 12771 Brown Ave REPIPE Riverside,CA 92509 www.teamipr.com erPI PE AN JPR COMPAN, THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP SSRP N 12-Park View and Beverly Blvd. City of Los Angeles SUB contractor CIPP lining of 8" (4470') 10" (315') 1149 S. Broadway 12" (334') and 15" (612') diameter pipe Lost Angeles, CA 90014 $368,896.00 Ongoing Attn: Iftekhar Ahmed 213-485-5878 2013 A Wastewater Sewer Rehabilitation Project City of Tacoma Department of 11,000 linear feet of CIPP lining of 8" and 10" Public Utilities Start diameter sanitary sewer 3628 S. 35th St. 5/1/2013 Tacoma, WA 98409 $401,506.00 Completion Jim Wikerson 6/8/2013 253-502-8483 Priority Sewer Repair Project City of Olympia Start CIPP lining of 10" (827') 12" (537') 15' (2,207') 18' 6014th Avenue E 4/15/2013 (561') 24' (155') and reconnection of 213 service Olympia, WA 98501 $563,172.80 Completion connections Rick Dougherty 6/7/2013 360-753-8351 30 Sanitary Sewer Rehabilitation Project West Bay Start CIPP lining of 4,100 linear feet of 30" diameter pipe 500 Laurel Street 2/8/2013 Menlo Park, CA 94023 $1,013,498.00 Completion Bill Kitajima 5/24/2013 650-321-0384 SSRP C08A, C086,C08C City of Los Angeles Start CIPP lining of 8" (31,656') and 10" (212') diameter 1149 S. Broadway 9/18/2012 pipe Lost Angeles, CA 90014 $872,685.00 Completion Attn: Iftekhar Ahmed 213-485-5878 2/28/2013 Sewer Rehab on E. McKinley City of Fresno Start CIPP lining of 5,754 linear feet of 15" diameter pipe 5607 West Jenson Avenue 1/7/2013 Fresno, CA 93706 $969,537.00 Completion Attn: Kevin Norgaard 2/28/2013 559-621-5297 Rehabilitate Runway/Taxiway Storm Water/ San Diego Regional Airport Airfield Drainage System Authority Start CIPP lining on San Diego Airport of 12" (98'), 15" 2320 Stillwater Road 12/2012 (134') 18" (310') 21" (1,022'), 24" (465') 30" (866') San Diego, CA 92101 $4,200,000.00 36" (438') 39" (27')42" (493')48" over the hole Completion Jon Graf 3/2013 (1,053' over the hole) and 51" (580' over the hole) (602) 391-8771 diameter sanitary sewer Sewer Rehab on E. Olive and N.Angus City of Fresno Start CIPP lining of 2,064 linear feet of 12" diameter pipe 5607 West Jenson Avenue 9-6-2012 Fresno, CA 93706 $223,639.00 Completion Attn: Kevin Norgaard 10-25-2012 559-621-5297 Repipe California LP 12771 Brown Ave VF REPIPE Riverside,CA 92509 Umrl— www.teamii)r.com REPIPE THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP Eighth Street& Fairfield Drive Owner: City of El Centro Start CIPP lining of 8" (2,000') and 15" (830') diameter 1275 Main Street 05-21-2012 pipe El Centro, CA 92243 $872,786.50 Completion 760-337-4540 9-30-2012 Joint Outfall F Unit 3C 9 Owner: Los Angeles County Start CIPP lining of 67 linear feet of 54" diameter pipe Sanitation Districts 5-31-2012 1955 Workman Mill Road $225,970.00 Completion Whittier, CA 90607 5-31-2012 562-699-7411 Sewer Cement Rehab Group 3 Long Beach Water Department Start CIPP Lining of 8" (18,466') 10" (2,105) and 12" 1800 Wardlow Road 1-23-2012 (1,192) diameter sewer Long Beach, CA 90807 $926,556.00 Completion Attn: Robert Verceles 5-9-2012 562-570-2337 Sewer Main Rehab 2011-12 Salt Lake City Suburban CIPP lining of 8" (619') 10" (4,019') 12" (2,937') 15" Sanitation District#1 Start (108') 18" (4,115') and 21" (1,586') 3932 S. 500 East 11-16-2011 Salt Lake City, UT 84107 $636,904.94 Completion Attn: Don Talford 2-8-2012 801-262-2904 Contract No.4935 City of Newport Beach Start CIPP lining of 18" (385') and 27" (220) diameter 3300 Newport Boulevard 1-3-2012 pipe Newport Beach, CA 92658 $106,935.00 Completion Attn: Peter Taucher 1-12-2012 949-644-3311 N. Fresno N. College City of Fresno Start CIPP lining of 12" (3,540') 15" (2,512') 18" (2,650') 5607 West Jenson Avenue 2-2-2012 and 21" (737') diameter pipe Fresno, CA 93706 $1,389,723.00 Completion Attn: Kevin Norgaard 5-31-2012 559-621-5297 SSRP U01 Marina Fwv City of Los Angeles Start CIPP lining of 8" (9,852') and 15" (514') diameter 1149 S. Broadway 012 pipe Lost Angeles, CA 90014 $317,724.00 Attn: Iftekhar Ahmed Completion n 12-16-2012 213-485-5878 Program Phase 4 Project No. CI 8028 City of Thousand Oaks Start CIPP lining of 8" (4,388') 10" (6,508') 12"X18" 2100 Thousand Oaks Blvd. 10-28-2011 (105 ) 18 X29 (72 ) 24 (161 ) 27 X 43 (108 ) Thousand Oaks, CA 91362 $658,215.00 Completion and 48" (54') diameter pipe Attn: Tom Pizza 805-449-2430 1-10-2012 Repipe California LP Project References—CIPP 12771 Brown Ave "REPI Riverside,CA 92509 www.teamipr.com _.,_ �AREPIPE PANY THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP 2011 Tacoma Mall Area City of Tacoma Start CIPP lining of 8" (25,672') 10" (4,061') 12" (2,743') 747 Market Street 10-18-2011 and 18" (545') diameter pipe Tacoma, WA 98402 $1,142,167.00 Completion Attn: Lisa Oestreich 3-7-2012 253-5978-7871 2011 Relining&Reconstruction City of Pasadena Start CIPP lining of 8" (60') 12" (50') 15" (60') 16" (190') 100 N. Garfield Ave. N306 10-24-2011 18" (68") 21" (130') and 30" (44') Pasadena, CA 91101 $144,653.00 Completion Attn: Bob Gardner 10-27-2011 626-744-4643 Bristol St City of Santa Ana Start CIPP lining of 1,249 linear feet of 24" diameter pipe 220 S. Daisy Ave (M-85) 10-25-2011 Santa Ana CA 92703 $217,326.00 Completion Attn: Brian Ige 10-26-2011 714-647-3385 Project Nos. s00111 &g00211 City of Issaquah Start CIPP lining of 8" (10,000) and 24" (300') diameter 1175 12th Avenue NW 9-8-2011 Attn:pipe Issaquah, WA 98207 $325,173.00 Attn: Tony Nguyen Completion 425-837-3437 9-29-2011 Citywide Trenchless Rehab City of Upland Start CIPP lining of 8" (5,652') and 10" (634') diameter 1370 N. Benson Avenue 8-16-2011 pipe Upland, CA 91786 $138,983.00 Attn: Eddie Rhee Completion 9-7-2011 909-931-4273 Super Expedited Sewers 4(Maintenance Contract) City of Los Angeles Start CIPP lining of 8" (1,759') 10" (385') and 12" (225') 1149 S. Broadway 8-16-2011 Lost Angeles, CA 90014 $133,409.00 Attn: Iftekhar Ahmed Completion 9-30-2012 213-485-5878 Cal Trans Obispo Ave. and Topanga Canyon Blvd State of CA DOT Start Contract No.07-4Y3704 3212 Rosemead Blvd 2-21-2012 CIPP lining of 18" (530') and 24" (600') diameter El Monte, CA 91731 $119,500.00 Completion pipe Attn: Hassan Azima 3-16-2012 626-572-6732 Cal Trans State Hwy 110 South Pasadena Caltrans Start Contract No. 07-4Y3504 3347 Michelson Drive, Suite 100 9-18-2011 CIPP lining of 1,300 linear feet of 18" diameter pipe Irvine CA 92612 $99,450.00 Completion Attn:Joe Kao 9-30-2011 714-724-2050 Repipe California LP Project References—CIPP 12771 Brown Ave REPIPE Riverside,CA 92509 www.teamii)r.com IL ORE�PIPEP THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP SSRP U09& U10 City of Los Angeles Start CIPP lining of 8" (7,724') and 10" (987') diameter 1149 S. Broadway 2-29-2012 pipe Lost Angeles, CA 90014 $239,231.00 Attn: Iftekhar Ahmed Completion 9-16-2012 213-485-5878 Eastern Ave Hill Complex(Sol Construction) LA County of Dept. of Public CIPP lining of 12" (606') 15" (1,176') 18" (1,121') Works Start 21" (300') and 36" (430') diameter pipe 900 S. Fremont Ave 9-26-2011 Alhambra, CA 91803 $392,131.00 Completion Attn: Fernando Villanueva 10-24-2011 626-300-3380 San Diego Phase 2010 Culverts(ATP) County of San Diego Start CIPP lining of 18" (128') 52" X 32" (138') 24" (22') 5500 Overland Ave, Suite 315 7-25-2011 and 36" X 22" (265') diameter pipe San Diego, CA 92123 $148,705.00 Completion Attn: Walter Emmet 9-22-2011 858-694-2717 SSRP A01 Emerson Ave City of Los Angeles Start CIPP lining of 8" (11,849') and 10" (295') diameter 1149 S. Broadway 12-27-2011 pipe Lost Angeles, CA 90014 $287,744.00 Attn: Iftekhar Ahmed Completion 7-3-2012 213-485-5878 Phase 1-11D City of San Diego Start CIPP and Spiral Wound lining of 61,050 linear feet 1010 Second Avenue 6-30-2011 of 8" diameter pipe San Diego, CA 92101 $1,205,737.00 Completion Attn: Bill Swallow 1-31-2012 858-495-7879 Proiect No. 51351 &52711 City of Fullerton Start CIPP lining of 8" (15,500') 10" (1,450') 18" (190') 303 Commonwealth 5-9-2011 21 (720 ) 24 ' (75 ) 27 (360 ) and 36 (240 ) Fullerton, CA 92832 $646,815.00 Completion diameter pipe Attn: Eric Villagracia 8-2-2011 714-738-6853 Bulletin No. 10-10 Montecito Sanitary District Start CIPP lining of 8" (4,223) 10" (268') and 15" (368') 1042 Montecristo Lane 1-30-2011 diameter pipe Montecito, CA 93108 $168,145.00 Completion Attn: Diane Gabriel 3-8-2011 805-969-4200 SSRP H25A Hoover City of Los Angeles Start CIPP lining of 8" (4,535') and 10" (75') diameter 1149 S. Broadway 10-17-2011 pipe Lost Angeles, CA 90014 $137,788.00 Attn: Iftekhar Ahmed Completion 1-17-2012 213-485-5878 Repipe California LP Project References—CIPP 12771 Brown Ave �"REPIPE Riverside,CA 92509 Updated 12/18/2013 www.teamir)r.com REIN PE AN IPP COMPAPV THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP Various Locations Bid No.4620 County of San Diego Start CIPP lining of 15" (45') 18" (919') 20" X 15" (40') 5500 Overland Ave, Suite 315 3-28-2011 24" (1,018') 26" X 20" (78') 28" X 20" (88") 29" X San Diego, CA 92123 $486,689.00 Completion 18" (546') 30" (163') and 36" (530') diameter pipe Attn: Walter Emmett 4-15-2011 858-694-2717 2010 Trenchless Sewer Main City of Arvada Start CIPP lining of 8" (101,161') 18" (1,148') 36" 8101 Ralston Road 2-23-2011 (1,820') and 48" (1,243') Arvada, CO 80204 $2,476,434.66 Completion Attn: Tim Hoos 8-23-2011 720-898-7644 2010 Citywide Metal Storm Repair City of Laguna Beach Start CIPP Lining of 10" (62') 12" (1,372') 14" (40') 15" 505 Forest Avenue 10-11-2010 35 16 63 18 582 24 257 30 240 36 Laguna Beach, CA 92651 $276,505.00 Completion (102 ) 18 X 11 (561 )and 18 X 12 (129 ) Attn: Steve May 12-13-2010 diameter pipe 949-497-0711 Phase K-1 City of San Diego Start CIPP lining of 36,465 linear feet of 8" diameter pipe 1010 Second Avenue 7-25-2011 San Diego, CA 92101 $619,905.00 Completion Attn: Bill Swallow 12-30-2011 858-495-7879 Cement Pipe Rehab Group 8 Long Beach Water Department Start CIPP lining of 8" (9,167') and 10" (1,034') diameter 1800 Wardlow Road 6-9-2011 pipe Long Beach, CA 90807 $386,798.00 Completion Attn: Robert Verceles 6-27-2011 562-570-2337 2010 Relining CMP Storm Drain City of Pasadena Start CIPP lining of 12" (135') 15" (275') 18" (455') 24" 100 N. Garfield Ave. N306 10-22-2010 (410') and 30" (100') diameter pipe Pasadena, CA 91101 $263,666.00 Completion Attn: Bob Gardner 626-744-4643 12-15-2010 Cement Pipe Rehab Group 14 Long Beach Water Department Start CIPP lining of 8" (7,173') and 10" (501') diameter 1800 Wardlow Road 8-15-2011 pipe Long Beach, CA 90807 $416,051.00 Attn: Robert Verceles Completion 9-8-2011 562-570-2337 Storm Drain Job No. 3301 City of El Cajon Start CIPP lining of 18" (1,168') 24" (328') 30" (186') 36" 200 Civic Center Way 9-15-2010 (1,491') and 36"X 22" (58') El Cajon, CA 92020 $460,907.00 Attn: Dede Porter Completion 10-12-2010 619-441-1715 Repipe California LP 12771 Brown Ave �"REPIPE Riverside, CA92509 www.teamipr.com no REFIRE THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP SSRP Griffith Park City of Los Angeles Start CIPP lining of 6" (1,459') 8" (2,488') and 12" (577') 1149 S. Broadway 3-4-2011 diameter pipe Lost Angeles, CA 90014 $143,297.00 Completion Attn: Iftekhar Ahmed 6-23-2011 213-485-5878 SSRP P14 Pasadena Fwy&Marmion Wy City of Los Angeles Start City of Los Angeles 1149 S. Broadway 2-6-2011 CIPP lining of 8" (10,448') 10" (298') and 12" (656') Lost Angeles, CA 90014 $309,030.00 Completion diameter pipe Attn: Iftekhar Ahmed 6-1-2011 213-485-5878 SSRP P18B Verdugo Rd City of Los Angeles Start CIPP lining of 8" (5,920') 10" (190') and 12" (223') 1149 S. Broadway 4-1-2011 diameter pipe Lost Angeles, CA 90014 $173,846.00 Completion Attn: Iftekhar Ahmed 6-20-2011 213-485-5878 SSRP P18A Eagle Rock City of Los Angeles Start CIPP lining of 8" (10,551) and 10" (57') diameter 1149 S. Broadway 4-11-2011 pipe Lost Angeles, CA 90014 $273,127.0 Completion Attn: Iftekhar Ahmed 213-485-5878 6-8-2011 GWSD Proiect No.09-05 Goleta West Sanitary District Start CIPP lining of 6" (3,621') 8" (8,164') 10" (5,582') UCSB Campus Lot 32 5-20-2010 12" (3,439') 15" (350') and 18" (897') diameter Santa Barbara, CA 93106 $1,246,038.00 pipe Attn: Mark Nation Completion 805-968-2617 8-27-2010 San Marion Outfall Trunk LA County Sanitation District Start CIPP lining of 12" (807') 14" (1,469') 15" (284') 16" 1755 Workman Mill Road 1-10-2011 (1,358') 18" (1,467') 20" (1,426') and 22" (1,251') Whittier, CA 90601 $1,339,084.00 diameter pipe Attn: Greg Hope Completion 9-8-2011 310-638-1161 2009 Annual Sanitary Rehab City of Tacoma Start CIPP lining of 8" (31,163') 10" (1,000') 15" (1,164') 747 Market Street 7-13-2010 18" (593') and 21" (928') diameter pipe Tacoma, WAS 98402 $1,115,012.00 Attn: Lisa Oestrich Completion 253-594-7871 9-9-2010 Storm Drain Rehab Proiect#133992 City of Palo Alto Start CIPP lining of 10" (851') 12" (7,152') 15" (110') 250 Hamilton Ave 5-6-2010 18"(256') and 30" (283') diameter pipe Palo Alto, CA 94301 $394,981.00 Completion Attn:Joe Teresi 6-10-2010 650-329-2129 Repipe California LP . . 12771 Brown Ave REPIPE Riverside, CA 92509 1. 1 rlf www.teamior.com no KEPI PE 4N APR 00'.!. THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP 2009 Storm Drain Improvement City of Belmont Start CIPP lining of 12" (1,157') 15" (2,279') 18" (3,029') 1 Twin Pines Lane 1-12-2010 24" (507') and 36" (294') diameter pipe Belmont, CA 94002 $811,532.00 Completion Attn: Gilbert Yau 2-12-2010 650-595-7467 2009 Water Quality Lining Denver Wastewater CIPP lining of 8" (52,210') 9" (502') 10" (2,695') 12" Management Start (3,396') 15" (1,306") 18" (629') 21" (989') and 24" 20000 W. 3`d Avenue $1,324,624.00 10-12-2010 (200') diameter pipe Denver, CO 80223 Completion Attn: Pam Babjack 3-31-2011 303-446-3719 City of Costa Mesa City of Costa Mesa Start CIPP lining of 475 linear feet of 24" diameter pipe 77 Fair Drive 10-15-2009 Costa Mesa, CA 92626 $87,975.00 Completion Attn: Irena Gurovich 10-15-2009 714-754-5029 2009 Annual Sanitary—Phase I Denver Wastewater CIPP lining of 8"(107,572') 10" (1,812') 12" Management Start (1,449") 18" (435') and 27" (500') diameter pipe 20000 W. 3`d Avenue 5-7-2010 Denver, CO 80223 $2,062,268.00 Completion Attn: Pam Babjack 2-28-2011 303-446-3719 CDR 438 Phase 2&CDR 436 LA County of Dept. of Public CIPP lining of 18" (1,078') 21" (40') 24" (738') 27" Works Start (353') and 30" (56') diameter pipe 900 S. Fremont Ave 5-20-2009 Alhambra, CA 91803 $351,155.00 Completion Attn: Fernando Villanueva 7-13-2009 626-300-3380 2008 Storm Drain Lining City of Rancho Palos Verdes Start CIPP lining of 18" (1,649') 24" (422') 36" (110')42" 30940 Hawthorne Blvd 8-11-2008 (96') and 54" (60') diameter pipe Rancho Palos Verdes, CA 90275 $186,703.00 Completion Attn: Ron Dragoo 9-3-2008 310-544-5250 CMP Lining Phase 1C LA County of Dept. of Public CIPP lining of 12" (937') 15" (398') 18" (4,123') 21" Works Start (544') 24" (1,553') and 36" (1,537') diameter pipe 900 S. Fremont Ave 10-21-2008 Alhambra, CA 91803 $1,097,086.00 Completion Attn: Fernando Villanueva 5-5-2009 626-300-3380 Repipe California LP Project erences— . . 12771 Brown Ave REPIPE Riverside, CA 92509 Updated 12/18/2013 www.teamir)r.com OREVPIPE AN IPR COMPANY THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP CDR 241 &CDR 445 LA County of Dept. of Public CIPP lining of 21" (80') 24" (324') and 36" (340') Works Start diameter pipe 900 S. Fremont Ave 9-11-2007 Alhambra, CA 91803 $156,984.00 Completion Attn: Norm Cortez 10-30-2007 626-300-3388 CDR 232 LA County of Dept. of Public CIPP lining of 16" (124') 18" (1,539') 21" (328') 24" Works Start (247') 30" (92') and 36" (301') diameter pipe 900 S. Fremont Ave 9-10-2007 Alhambra, CA 91803 $408,306 Completion Attn: Norm Cortez 11-6-2007 626-300-3388 CDR 146 LA County of Dept. of Public CIPP lining of 18" (142') 21" (136') 24" (179') 30" Works Start (67' and 36" (375') diameter pipe 900 S. Fremont Ave 8-27-2007 Alhambra, CA 91803 $183,313.00 Completion Attn: Norm Cortez 9-21-2007 626-300-3388 Los Cerritos/CDR 235 LA County of Dept. of Public CIPP lining of 18" (1,115) 24" ( 419') 30" (287') and Works Start 54" (224') diameter pipe 900 S. Fremont Ave 7-19-2007 Alhambra, CA 91803 $408,816.00 Completion Attn: Norm Cortez 8-14-2007 626-300-3388 Phase II Rehabilitation City of Concord Start CIPP lining of 27" (1,765') 30" (2,141') and 33" 1950 Parkside Drive 3-13-2006 (3,265') diameter pipe Concord, CA 94519 $1,343,289.00 Completion Attn: Qumar Kahn 9-22-2006 925-671-3231 Los Angles River Side Inlets LA County of Dept. of Public CIPP lining of 10" (125') 12" (799') 15" (50') 18" Works Start (877') 21" (141') 24" (646') 27" (46') 30" (349') and 900 S. Fremont Ave 10-11-2006 36" (424') diameter pipe Alhambra, CA 91803 $705,372.00 Completion Attn: Harout Kassabian 12-21-2006 626-458-4967 CMP Rehab (DR-163) City of Chula Vista Start CIPP lining of 24„ (463 ) and 30" (83 ) diameter 276 Fourth Avenue 4-2004 pipe Chula Vista, CA $136,700.00 Completion Attn: Cesar Magbuhat 9-2004 619-397-6114 Repipe California LP Project References—CIPP 12771 Brown Ave REPIPE Riverside, CA92509 Updated 12/18/2013 www.teamiiDr.com �AREPIPE 4N IPP CO'- THE SCIENCE OF UNDERGROUND SOLUTIONS Repipe - California Project References - CIPP CIPP Experience by Diameter 2006Size 2007 2008 2009 2010 2011 2012Total 6" 420 6,111 12,419 21,879 16,642 15,694 73,165 7.5" 0 8" 110,007 135,546 110,049 243,189 370,144 306,784 142,555 1,418,274 9" 394 394 10" 5,939 16,441 5,768 25,164 19,459 22,727 8,315 103,813 12" 7,004 9,068 2,300 8,932 26,378 11,134 10,282 75,098 14" 1,805 5,108 516 7,429 15" 748 7,588 11497 8,563 6,766 3,018 6,081 34,261 16" 910 2,104 1,149 388 190 4,741 18" 21128 5,360 4,831 302,827 6,816 10,395 10,588 342,945 20" 1,538 1,538 21" 254 655 38 388 1,438 2,876 4,518 10,167 22" 1,981 1,981 23" 0 24" 816 1,963 654 3,418 1,719 3,748 1,057 13,375 27" 74 753 226 1,053 30" 624 594 3,384 947 620 894 7,063 33" 171 444 615 35" 35 35 36" 656 1,326 129 863 1,910 1,863 6,747 38" 0 39" 1 430 430 42" 109 210 319 48" 1 184 84 268 54" 264 72 94 67 497 60" 0 66" 0 72" 0 78" 57 57 Total 129,160 181,329 131,593 611,876 463,864 385,462 200,981 2,104,265 Repipe California LP Project References- . . 12771 Brown Ave 'AREPIPE Riverside,CA 92509 Updated 12/18/2013 www.teamior.com 11767 Katy Freeway, Suite 490 Houston,Texas 77079 281-741-4877 National Liner 800-547-1235 , L.L.C. Fax 80 -741-1235 March 18,2014 Re:National Liner® Certification of Compliance To Whom It May Concern: The following is in support of qualification and to certify compliance with the requirements for the installation of Cured-In-Place Pipe (CIPP)utilizing the National Liner CIPP rehabilitation process. The National Liner CIPP product is designed via the requirements of ASTM F-1216 and the installed product fully exceeds all the requirements of ASTM F-1216. National Liner L.L.C., licensor of the National Liner CIPP process, is one of the major installers of CIPP in the U.S. and Canada,through its approved network of licensees. The National Liner process has been used to install over 20,000,000 feet since we began operations in 1994. Our projects have ranged from six- inch(6) diameter linings to eighty-four inch(84)diameter linings including reinstating thousands of laterals. Inland Pipe Rehabilitation LLC and its subsidiary companies,which includes RePipe-CA,LP, are authorized licensed installers having fulfilled all necessary training requirements to be proficient in the installation of National Liner CIPP product. The Inland Pipe Rehabilitation LLC companies have installed in excess of 5.9 million feet of National Liner CIPP since 1995. AOC or Interplastic Corporation Isophthalic polyester and vinyl ester resins used with Applied Felts Inc.polyester felt liners are the components for manufacturing National Liner CIPP. The resin is specifically formulated for use in rehabilitation of sewer lines and has excellent corrosion resistance. The resin has been tested according to all ASTM test procedures outlined in ASTM F-1216, inclusive of ASTM D-5813 and ASTM D-543 test methods. The quality control programs in place at every AOC and Interplastic Corporation manufacturing facility have been certified as meeting ISO 9002 standards. In addition, Applied Felts lining materials fully meet the requirements of Section 5.1 of ASTM F- 1216. Applied Felts operate quality systems complying with ISO 9002 and all materials are tested to ensure suitability to CIPP applications. Each liner is typically tested in 28 different ways allowing for traceable test data for any particular liner. In summary,National Liner L.L.C. looks forward to supplying a commercially acceptable CIPP rehabilitation technology we are very proud of. Regards, r =q�/ice Scott A. Roth Director National Liner L.L.0 National ner- National Liner• Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:FY 2013/14 SEWER REHABILITATION PROJECT Location: Owner:City of Huntington Beach Line Segment(s):8-inch Desion Assumptions: 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 2%:range=0%-10% Slope of host pipe(ft/ft) S= 0.190 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) n,= 0.010 vanes from 0.009-0.013 Constrained soil modulus of native soil in the pipe zone(psi) M.,,= 1,000 See table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M45,Second Edition Cohesive Native Solis Granular Native Soils Unconfined compressive strength(q.) Blows/t(per ASTM Description D1588) Description tons/sf kPa psi MPa >0_t very,veryloose.....>0_0.125 _0_13_ _very_verysoft_ _-50 0.3 _ very loose__------0 ------ ------ erys--oft--- 2-4 0.25-0.50 25-50 soft 700 4.8 -------------------------- ------------- ----- ------FiLir; ------ ---.3 4-8 loose ---- - 50- -- medium ---- 10- --------------------------- ------------- ------ ------------ ------ ------ _____8_15______ slightlycompact_ ___ 10_2.0____ 100-200 --__ - ____ _3_000_ _20.7_ _compact 2 0-4.0 200-406 very stiff 5_000 34- - ------- ---- --- - ----- - -- -- - -- - - - - - - - 30-50 dense 400-600 hard 101000 69.0 ------>- ------------------- ------------- ------ -----ard---- ------ -69.0 50 very dense >6.0 1 >600 very hard 1 20.000 138.0 Flexural modulus of Elasticity of CIPP,initial(psi) E= 250,000 Minimum value is 250,000 psi per ASTM F1216 Long-term retention of mechanical properties(%) 50% Determined from flexural creep modulus testing extrapolated to proposed design life(such as 50 years),typi Flexural modulus of elasticity of CIPP,long-term(psi) EL' 125,000 Determined from flexural creep modulus testing extrapolated to proposed design life(such as 50 years) Design safety factor N= 2 Default value is 2.0 Unit weight of soil(pcf) 8.= 120 Applies to fully deteriorated designs only Unit weight of water(pcf) gw= 62.4 Depth of cover(ft) H- 10.0 Measured from ground surface to top of pipe Height of groundwater(ft) Kw= 7.0 Measured from top of pipe;Note:If water table Is below top of pipe,input a negative number! Internal vacuum pressure(psi) P„= 0.0 Default value is 0 internal pressure(psi) P= 0.0 Pressure pipe applications only! If no pressure,input 0 Diameter of hole or opening in original pipe wall(in) d= 0.000 Pressure pipe applications only! If no pressure,input 0 Poisson's ratio of CIPP v= 0.30 Average value for CIPP per ASTM F1216 Flexural strength of CIPP,initial(psi) a,= 4,500 Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,time-weighted(psi) aL= 4,500 At buckling the time-weighted flexural strength is equal to the lower 95%confidence value of the short-term I Tensile strength of CIPP,initial(psi) aT= 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-term(psi) aTL= 1,500 Determined from long-tern tensile strength testing. Enhancement factor(dimensionless) K= 7.0 Minimum value recommended per ASTM F1216 Surface live loading condition H2O H2O,E80 or airport H2O Calculations(Highway Loads) Impact factor for traffic load(dimensionless) 1,= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over pipe at depth H(ft) ALL= 517.4 See table and figures below Total applied surface wheel load(lb) PLw= 48,000 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) wLa= 0.6 wL=(P'I,u(144'ALL) Critical Loadina Confr urations for H2O loads(car AASHTO Condition H,ft P,Ibs ALL,it 1 H<1.33 16,000 0.83+1.75H 1.67+1.75H 2 1.33 5 H<4.10 32,000 0.83+1.75H 5.67+1.75H 3 4.10 s H 1 48.000 4.83+1.75Hx5.67+1.75H) Wbaei Lnad Arent `9 Wheal Lued Ann 4., '--Whpi Lund Aree Wl eel Load Ar N f.��\ Whets Leed Arm N ^Dutrlbul0d Lontl d [ /hh6h DlarlOtatl Lots.Ane Dm Lned A,on Condition 1.Distributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area-Two H2O Trucks Passing Condition 3.Distributed Load Area-Alternate Loads in Passing Mode E80 Calculations(Railway Loads) E80 live load transferred to pipe at depth H(psi) wLa= 0.00 from graph below E80 LkV Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,50 Edidon) 0 0000 00000 0000 0000 cR 0000 o 00 0 0 0 c; 000 0 00 0 0000 0081000 lb per 000 0000 35$• I i n ft305 P L . 20 0 5 <i 10 8 5'5'5- 9' 5'6'5' 8' 8' 5'5'5' 9'5'6'5'5' d 5 o 0 u 0 10 20 30 Figure 4.30. Spacing of Wheel Loads Per Axle for a Unit Load(psi) Cooper E 80 Design Loading. a CIPP Design Template 07/09/2014 NEK CIPP Design Template 0 7/0 912 0 1 4 NEK Airport Loads Modulus of elasticity of concrete(psi) Ep= 4,000,000 default value is 4,000,000 Poisson's ratio of concrete(dimensionless) H= 0.15 default value is 0.15 CALIFORNIA BEARING RATIO,CBR Modulus of subgrade reaction(Ib/ins) k= 250 see adjacent figure 2 3 4 _ 7 8 910 1 20 2. 30 40 50 60 7080 100 Thickness of concrete pavement(in) It= 12 Depth of cover,top of pipe to bottom of slab(ft) H= 9.0 UNIFIED SOIL CLASSIFICATION Horizontal distance from pipe centerline(ft) X= 0 assumed=0(worst case) Corps of Engineers U.S.Army _ and Radius of stiffness of the rigid pavement(it) R.= 3.27 Rs=4 Eh a U.S.Bureau of Reclamation 121-µz1PP- Wheel load(Ibs) PLA= 16,000 AASHTD SOIL CLASSIFICATION Federal Highway Administration Worst-case loading scenario is for 2 loads spaced 0.8R,apart and is calculated below.For alternate loading conditions,see Concrete Pipe Handbook,Still Edition Pressure Coefficient(C)for X/Rs=0 21oada 0.8 Ry. FEDERAL AVIATION AGENCY aP!etWon Soil Classification 0.25 was of pipe y=-0.0005x3.0.0101x2•0.075ex+0.2162 0.2 H X 0.15 - - - RESISTANCE VALUE,R l _... ..... ._- o s I.o s ol as 1 .1 1To ao as x U 0.t -� MODULUS OF SUBGRADE REACTION,k,poi par inch ieo xoo i asp coo .ao ago goo goo ace o.D5 H/R•= 2.756 BEARING VALUE,psi C= 0.074 (30•in,diameter plate,0.bin,deflection) o so ao +o 0 0 2 4 6 6 10 CALIFORNIA BEARING RATIO,CBR H/Rs ar •• m ao w ro w ao qo Airport live load transferred to pipe at depth H(psi) WLA= 0.00 w,=CP/R; Wall Thickness Design Partially Deteriorated Gravity Pipe Condition s _ 1-q/100 Ovality reduction factor(dimensionless) C= 0.84 C [1+q/10012 External hydrostatic pressure from groundwater(psi) P.= 3.32 P„=y„(H„+D/12p144 D Minimum thickness required,hydrostatic buckling t7= 0.13 in - ASTM F1216,Equation X1.1 3.21 mm ti (f 1-2 u�� �0 K f"�+1 N• +Pv)J / Minimum thickness required.ovality check t2 . 1.5 1- +-1-lJ SD -0.5-1\1+g1•SDR-N=0 ASTM F1216,Equation X1.2 136 mm 1l SDR2= 150 If Pw=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDR?and t?: b= -0.510 c= -677.2575 Fully Detenorated Gravity Pipe Condltion Total live load transferred to pipe at depth H(psi)= W.= 0.64 From live load calculations Water buoyancy factor(dimensionless) R„= 0.77 R,„=1-0.33(H)H)(min.value=0.67) Note:If H,.<O,use H.=0 in this calculation Total external pressure on pipe(psi) ch 10.37 q,=0.433He.+aS.HR,/l44+W. Note:If H,„<O,use H.=0 in this calculation Coefficient of elastic support(in-lb) El-= 0.324 B'=1/(1+4e") �-See Note X1.3 of ASTM F1216 Minimum thickness required,Luschers buckling equation to= 0.15 in t_ (N9, -D'•12 ASTM F1216,Equation X1.3 mm [32-Rw•B'•M„•E/.•C] Minimum thickness required,pipe stiffness t.= 0.13 in 3.35 Imm t=(D�0.093 12/E)" ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure t•,= 0.00 in tp,=D/(((D/d)T•(5.33•al/PN)]tn+1) ASTM F1216,Equation X1.6 in spanning across any holes in the original pipe wall d1D- 0.00 If d/D>1.83•(ip,/D)K.ASTM F1216,Equation X1.5,then liner is in ring tension or hoop stress 1.83(t„!D)112= 0.00 and fully deteriorated pressure pipe condition applies(ASTM F1216.Equation X1.7) Minimum thickness required by design check tp,1= 0.DO in 0.00 mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external t" in tw=D/((2•aTL/PN)+2) ASTM F1216,Equation X1.7 loads and the full internal pressure =1 0.00 Imm 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�-= 0.15 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2.X1.3 and X1.4(gravity flow) 3.73 mm or greatest of X1.1,X1.2.X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended t-= 0.15 in 3.73 mm Based on a maximum SDR=100 Nominal CIPP thickness to be supplied kiw= 7 mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRc p= 45 SDR=D/t Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 07/09/2014 NEK Hydraulic Calculations CIPP inside diameter(in) D,= 7.6 Flow area of host pipe(ft) A,= 0.35 Flow area of CIPP(W) A,= 0.32 Capacity of host pipe(cfs) Q,= 4.57 Q=1.486-A-RH S"2(Manning's Equation) Capacity of CIPP(cfs) Q,= 6.07 where RH=hydraulic radius=D/4 for pipe flowing full %increase/decrease in Flow Capacity AQ= 33% CIPP Design Template 07/09/2014 NEK National 0Liner, Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:FY 2013/14 SEWER REHABILITATION PROJECT Location: Owner:City of Huntington Beach Line Segment(s):10-inch Desian Assumptions: Condition of host pipe FD PD=partially deteriorated,FD=fully deteriorated Inside diameter of host pipe(in) D= 10 Ovality of host pipe(%) q= 2.0 Default value is 2%;range=0%-10% Slope of host pipe(ft/ft) S= 0.190 Host pipe Manning's roughness(dimensionless) ni= 0.015 varies from 0.013-0.030(dependent on existing pipe material,geometry,diameter and condition) CIPP Manning's roughness(dimensionless) nr= 0.010 vanes from 0.009-0.013 Constrained soil modulus of native soil in the pipe zone(psi) M,s= 1,000 See table below for recommended values From Table 5.6 of A WWA Manual of Water Practices M45,Second Edition Cohesive Native Soils Granular Native Soils Unconfined compressive Ni strength(q„) Description D 1586) Blows (per ASTM Description tons/sf kPa psi Miss >0:1_ very,very loose_ _ >0.0.125___ _0.13_ _very,very soft_ __50__ __0.3__ 1-2 ___ very loose__ 0.125-0.25 _ 13-25 __very soft___ _ 200 1.4 ---- - ---- - -- - ------ - ------ - - -- -- ------ 2-4 0.25-0.50 25_50 soft 700 4.8 ---------------------s----- ---6--------- ------ ------'----- -I, __ _ ____0_50_1_0____ 50-100 ___ medium _1_500_ _ 103_ ___ B-15 __ slightly compact_ __ 1 0 2.0 __ 100-200 __ stiff 3,000 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__ _ All.-M. 69.0 >50 very dense >6.0 1 >600 very hard 20.000 138.0 Flexural modulus of Elasticity of CIPP,initial(psi) E= 250.000 Minimum value is 250,000 psi per ASTM F1216 Long-term retention of mechanical properties(%) 50% Determined from flexural creep modulus testing extrapolated to proposed design fife(such as 50 years),typi Flexural modulus of elasticity of CIPP,long-term(psi) EL= 125,000 Determined from flexural creep modulus testing extrapolated to proposed design life(such as 50 years) Design safety factor N= 2 Default value is 2.0 Unit weight of soil(pcf) S,= 120 Applies to fully deteriorated designs only Unit weight of water(pcf) bw= 62.4 Depth of cover(ft) H= 10.0 Measured from ground surface to top of pipe Height of groundwater(ft) K.= 7A Measured from top of pipe;Note:If water table is below top of pipe,input a negative number! Internal vacuum pressure(psi) P„= 0.0 Default value is 0 Internal pressure(psi) P= 0.0 Pressure pipe applications only! If no pressure,input 0 Diameter of hole or opening in original pipe wall(in) of= 0.000 Pressure pipe applications only! If no pressure,input 0 Poisson's ratio of CIPP v= 0.30 Average value for CIPP per ASTM Ft 216 Flexural strength of CIPP,initial(psi) a,= 4,500 Minimum value is 4,500 psi per ASTM Ft216 Flexural strength of CIPP,time-weighted(psi) aL= 4,500 At buckling the time-weighted flexural strength is equal to the lower 95%confidence value of the short-term I Tensile strength of CIPP,initial(psi) ar= 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-tern(psi) -T1= 1,500 Determined from long-tern tensile strength testing. Enhancement factor(dimensionless) K= 7.0 Minimum value recommended per ASTM F1216 Surface live loading condition H2O H2O,E80 or airport H2O Calculations(Highway Loads) Impact factor for traffic load(dimensionless) 1,= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over pipe at depth H(ft) ALL= 517.4 See table and figures below Total applied surface wheel load(Ib) PLw= 480000 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) W.= 0.6 wt=(P Itu(144'Au) Critical Loading Confl urations for H2O loads(per AASHTO Condition H,ft P,Ibs ALL, 1 H<1.33 16,000 0.83+1,75H 1.67�7tH 2 1.33<_H<4.10 32,000 0,83+1.75H 5.67 3 4.10 s H 48,000 4.83+1.75H)(5.67 Wh.0 Lod Arm G Whrl Lwd Arai O� \ T 4P G a ( ` -WMM Lao Am Wheal LAad Area ♦. �6/^�:' 4: \ t � M D'nblbu40 Lob Am Hh, r Hk. Dlatribmad Load An. l s � �DhtrlbuUtl Loetl Aixi Condition 1.Distributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area-Two H2O Trucks Passing Condition 3,Distributed Load Area-Altemate Loads In Passing Mode E80 Calculations(Railway Loads) E80 live load transferred to pipe at depth H(psi) wLit= 0.00 from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,5th Edition) 0 0000 0000 0000 0000 0 000o g000 0 0000 0000 0 0000 00000 0000 00008,000Ibper O 35 - O COOo NlVNNO ==== --fVN 0 30 - _-- v mgem m tot,to to< mmmm to to ua u�lin ft 25 20 :9.2551n x+27.469 Z --- a 15 .i. a= 10 8' 5'5'S' 9' 5'6'S' 8' B'S'5'5' 9'5'6'5'5' w u 5 o n 0 a 0 10 20 30 0 t Unit Load(psi) Figure 4.30. Spacing of Wheel Loads Per Axle for a a Cooper E 80 Design Loading, x CIPP Design Template 07/09/2014 NEK CIPP Design Template 07/09/2014 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 CALIFORNIA BEARING RATIO.CBR Modulus of subgrade reaction(Ibfn3) k- 250 see adjacent figure 2 3 4 7 8 910 15 20 25 30 40 50 60 I080 1 0 Thickness of concrete pavement(in) to is 12 Depth of cover,top of pipe to bottom of slab(it) H- 9.0 UNIFIED SOIL CLASSIFICATION Horizontal distance from pipe centerline(ft) X= 0 assumed=0(worst case) Corps of Engineer U.S.Army enJ Radius of stiffness of the rigid pavement(ft) R.- 3 27 a U.S.Bureau of Reclame6vn 0 F =4 1 1-µz , Wheel load(lbs) P,,,= 16,D00 AASHTO SOIL CLASSIFICATION Federal Highway Administration Worst-case loading scenario 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 2 loads 0.8 It, FEDERAL AVIATION AGENCY apart along Soil Cla 1 lotion 0.25 "1 of pipe y=-0.000530+0.010lx2-0.075ax+02162 0.2 _- __.... - H X _ I RESISTANCE VALUE.R 0.15 I so -•o ao ee ro ee 0.1 _ / \ MODULUSOF SUBGRADE REACTION,k,psitsrinth roo aeo goo goo eoo ego aeo aw 0.05- 1 H/R,= 2.756 BEARING VALUE,pci C= 0.074 (30-in.diameter plate,0.1-in.deflection) 0 l i ail, b A 0 0 2 4 a 8 10 CALIFORNIA BEAflING RATIO,CBR HMla ro ao ee po Airport live load transferred to PPa at depth H(Psi) 1r� wl =CP/Rs Wall Thickness Design Partially Deteriorated Gravity Pipe Condition s 1-q/100 Ovality reduction factor(dimensionless) C= 0.84 C__ [1+q/100f External hydrostatic pressure from groundwater(psi) P.= 3.39 P.=y,„(Hw+D/12)/144 D Minimum thickness required.hydrostatic buckling t,= 0.16 In ti= ASTM F1216,Equation X1.1 4.04 mm +1 2•K• C llII Minimum thickness required,ovality,check t?= 007 in 1.5.100.(1+1q SDR?-0.5- 1+10-- SDR-P`N=0 ASTM F1216,Equation X1.2 t..72 mm /1 11 SDR2= 148 if Pw=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDR?and t?: b= -0.510 c= -662.8478 Fully Deteriorated Gravity Pipe Condition Total live load transferred to pipe at depth H(psi)= W.= 0.64 From live load calculations Water buoyancy factor(dimensionless) Rw=1 0.77 Rw=1-0.33(HwIH)(min.value=0.67) Note:If H„. 0,use H.=0 in this calculation Total external pressure on pipe(psi) cli 10.45 q,=0.4331-1w+aS,HR„/144+W. Note:If H,,.<0,use H.=0 in this calculation Coefficient of elastic support(in-lb) B'=1 0.324 B'=1/0+4e-00B") Ot�See Note X1.3 of ASTM F1216 Minimum thickness required.Luscher's buckling equation t3= O.18 in t=r (Nq, D'•12 1 ASTM F1216,Equation X1.3 4.69 mm 32•R,-B•M„•Er,-CJ Minimum thickness required.pipe stiffness I.=F 0.16 In 4.18 mm t=(D"0.093-12/E) ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure tp,= 0.00 in b=D/(((D/d)?-(5.33•at/PN)]'n+1) ASTM F1216,Equation X1.6 in spanning across any holes in the original pipe wall dlD= 0.00 If d/D>1.83-(tpr/D)x,ASTM F1216,Equation X1.5,then liner is in ring tension or hoop stress 1.83(tp,/D)112= 0.00 and fully deteriorated pressure pipe condition applies(ASTM F1216.Equation X1.7) Minimum thickness required by design check tpr,= 0.00 in All 0.00 mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external it,= 0.00 in tpr?=D/((2•an/PN)+2) ASTM F1216,Equation X1.7 loads 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= 10 in Minimum CIPP thickness calculated 1.-= 0.18 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2.X1.3 and X1.4(gravity flow) 4.69 mm or greatest of X1.1,X1.2,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended tm,p= 0.18 in 4.69 mm Based on a maximum SDR=100 Nominal CIPP thickness to be supplied tape= 6.0 mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDR,p= 42 SDR=D/t Maximum recommended SDR for CIPP is 100 per ASTM F1216 CIPP Design Template 07/09/2014 NEK Hydraulic Calculations CIPP inside diameter(in) Dr= 9.5 Flow area of host pipe(ft) A. 0.55 Flow area of CIPP(ft) Ar= 0.50 Capacity of host pipe(cfs) Qi= 8.28 Q=1.486 A-RH S`2(Manning's Equation) Capacity of CIPP(cfs) Qr= 10.91 where R.=hydraulic radius=D/4 for pipe flowing full %increase/decrease in Flow Capacity tlQ= 32% CIPP Design Template 0 7/0 912 0 1 4 NEK 14110 COR72-AA-455HV C�ANN' Isophthalic CIPP Resin INTERPLASTIC CORPORATION Technical Data Sheet Thermoset Resins Division COR72-AA-455HV is a promoted,thixotropic, rigid, corrosion resistant, unsaturated polyester resin for use in the manufacture of liner pipe using cured-in-place techniques. Data on any specific testing or corrosion recommendations will be supplied upon request. FEATURES BENEFITS • Good Chemical Resistance . Withstands exposure to various chemical environments, municipal sewage and water • Passed ASTM Test Procedures C581, D543, D5813, • Good retention of physical properties in corrosion F1216, and F1743 media • Tested Under ASTM D2990 for Flexural Modulus Creep • Retains structural integrity over time of use • High Viscosity • Reduces slugging during bag insertion process RELATED PRODUCTS GEL TIME COR72-AA-451 (Viscosity 2,500-3,500;Thixotropic Index 3.0-3.5 6-14 Minutes RTCS>24 Hours COR72-AA-455(Viscosity 3,900-5,000;Thixotropic Index 4.0-5.0 5-15 Minutes RTCS>24 Hours COR72-AA-455X(Viscosity 3,900-5,000;Thixotropic Index 4.0-5.0 15-25 Minutes RTCS>48 Hours COR72-AA-457(Viscosity 5,000-6,000;Thixotropic Index 4.0-5.0 10-20 Minutes RTCS>48 Hours LIQUID PROPERTIES RESULTS Viscosity,Brookfield Model RV#4 Spindle A 20 rpm, 77°F 25°C ,cps 5,000-6,000 Thixotropic Index 4.0-5.0 Gel Time run in a 140°F(60°C)water bath,catalyzed with 1.0 phr of Perkadox 16 and 0.5 phr of Trigonox 42S Gel Time, 130°F-150°F(54-66°C),min:sec 5:00-15:00 Gel to Peak Exotherm Time, 150°F(66°C)to Peak Exotherm,min:sec 1:30-5:00 Peak Exotherm 340-450°F 171-232°C Non-Volatile Content,% 56.0-62.0 Room Temperature Catalyzed Stability RTCS),hours >24 Specific Gravity 1.06-1.10 TYPICAL PROPERTIES Thickness 118 inch 3.2 mm Casting 1/4 inch 6 mm Laminate Construction Not Applicable CIPP Felt Laminate Flexural Strength,ASTM D790 19,500 psi 134 MPa 8,500 psi 59 MPa Flexural Modulus,ASTM D790 5.0 x 105 psi 3,400 MPa 5.20 x 105 psi 3,590 MPa Tensile Strength,ASTM D638 10,000 psi 70 MPa 4,000 psi 28 MPa Tensile Modulus,ASTM D638 5.5 x 105Psi 3,800 MPa 5.53 x 105 psi 3,810 MPa Tensile Elongation,ASTM D638 1.8 % 1.8 % 0.8 % 0.8 % Barcol Hardness,934-1 gauge,ASTM D2583 1 40 1 40 32-36 32-36 Heat Distortion Temperature,ASTM D648 1 220 °F 1 104 °C -- °F -- °C `The gel time and reactivity will vary due to the type and concentration of Free Radical Initiator(catalyst),shop temperature,humidity,and type of fillers used.In order to meet your individual needs consult our technical sales representative for assistance. All specifications and properties specified above are approximate. Specifications and properties of material delivered may vary slightly INTERPLASTIC CORPORATION from those given above.Interplastic Corporation makes no representations of fact regarding the material except those specified above. No person has any authority to bind Interplastic Corporation to any representation except those specified above.Final determination of 2015 Northeast Broadway Street the suitability of the material for the use contemplated is the sole responsibility of the Buyer.The Thermoset Resins Division's technical Minneapolis, Minnesota 55413-1775 sales representatives will assist in developing procedures to fit individual requirements. 651.481.6860 Fax 612.331.4235 www.interplastic.com Revised: 4/09 MATERIAL SAFETY DATA SHEET INTERPLASTIC CORPORATION 1225 Willow Lake Boulevard St. Paul, MN 55110-5145 (651) 481-6860 CHEMTREC 24-Hour Emergency Telephone (800) 424-9300 ATTN: PLANT MGR/SAFETY DIR Date Printed: 02/11/10 Revision Date: 02/10/10 MSDS File ID: MSDSLETO Customer No: Warehouse No: 0001 This MSDS complies with 29 CFR 1910.1200 (Hazard Communication) . ------------------------------------------------------------------------------- SECTION I - PRODUCT IDENTIFICATION ------------------------------------------------------------------------------- Product Name: COR72-AA-455HV CIPP ISO RESIN General or Generic ID: Unsaturated Polyester Resin Hazard Classification: Flammable Liquid Shipping Name: Resin Solution, 3, UN1866, PG III ------------------------------------------------------------------------------- SECTION II - HAZARDOUS COMPONENTS ------------------------------------------------------------------------------- INGREDIENT CAS NO. PERCENT OSHA-PEL ACGIH-TL NOTE Unsaturated Polyester Base Resin See Index 59.5 None-Estb. None-Est Styrene 100-42-5 40.4 50 ppm TWA 50 ppm (1) (1) OSHA has formally endorsed a styrene industry proposal for a voluntary 50 ppm PEL for workplace exposure to styrene. This proposal was agreed upon by representatives of the UPR industry. The OSHA STEL is 100 ppm. The ACGIH recently changed the TLV for styrene from 50 ppm to 20 ppm, and the STEL from 100 ppm to 40 ppm. ------------------------------------------------------------------------------ SECTION III - PHYSICAL DATA ------------------------------------------------------------------------------- PROPERTY MEASUREMENT Initial Boiling Point For Styrene 293.40 Deg F (145.22 Deg C) 0 760.00 mm Hg --------------------- Vapor Pressure For Styrene 4.3 mm Hg 68 Deg F (20 Deg C) ------------------------------------------------------- Specific Gravity 1.01-1.30 @ 77 Deg F (25 Deg C) ------------- Vapor Density Air = 1 3.6 ------------------------------------------------------- Evaporation Rate Slower than Ether COR72-AA-455HV --------------------------------------_-_-------------------------------------- SECTION IV - FIRE AND EXPLOSION DATA ------------------------------------------------------------------------------- Flash Point: 88 Deg F (31.1 Deg C) for Volatile Component Flammable: (Lowest Value of Styrene) Lower - 1.1% (Upper Value of Styrene) Upper - 6.1% Extinguishing Media: Foam, carbon dioxide, dry chemical, or water fog. Hazardous Decomposition Products: May form toxic materials such as carbon dioxide, carbon monoxide, and various hydrocarbons. Special Firefighting Procedures: Wear self-contained breathing apparatus with a full facepiece operated in pressure demand or other positive pressure mode when fighting fires. Vapors are heavier than air and may travel along the ground or may be moved by ventilation and ignited by ignition sources at locations distant from material handling point. Never use welding or cutting torch on or near drum (even empty) because product vapor can ignite explosively. ------------------------------------------------------------------------------- SECTION V - HEALTH DATA -------------------------------------------------------------------------------- Permissible Exposure Level: Not established for product. See Section II. POTENTIAL HEALTH EFFECTS Eyes - Can cause severe irritation, redness, tearing, blurred vision. Skin - Prolonged or repeated contact can cause moderate irritation, defatting, dermatitis. Inhalation - Excessive inhalation of vapors can cause nasal irritation, dizziness, weakness, fatigue, nausea, headache, possible unconsciousness, and even asphyxiation. Swallowing - Can cause gastrointestinal irritation, nausea, vomiting, diarrhea. Aspiration of material into the lungs can cause chemical pneumonitis. COR72-AA-455HV ------------------------------------------------------------------------------- SECTION V - HEALTH DATA (continued) ------------------------------------------------------------------------------- TARGET ORGAN EFFECTS Overexposure to this material (or its components) has been suggested as a cause of the following effects in laboratory animals, and may aggravate pre-existing disorders of these organs in humans: mild, reversible kidney effects, effects on hearing, respiratory tract (nose, throat, and airways) , testis, liver. Overexposure to this material (or its components) has been suggested as a cause of the following effects in humans, and may aggravate pre-existing disorders of these organs: central nervous system effects, mild effects on color vision, effects on hearing, and respiratory tract damage (nose, throat, and airways) . FIRST AID If on Skin: Thoroughly wash exposed area with soap and water. Remove contaminated clothing. Launder contaminated clothing before re-use. If in Eyes: Flush with large amount of water, lifting upper and lower lids occasionally. Get medical attention. If Swallowed: Do not induce vomiting. Keep person warm, quiet, and get medical attention. Aspiration of material into the lungs due to vomiting can cause chemical pneumonitis which can be fatal. If Inhaled: If affected, remove individual to fresh air. If breathing is difficult, administer oxygen. If breathing has stopped, give artificial respiration. Keep person warm, quiet, and get medical attention. PRIMARY ROUTE($) OF ENTRY Inhalation, skin absorption, skin contact, eye contact. COR72-AA-455HV ------------------------------------------------------------------------------- SECTION VI - REACTIVITY DATA ------------------------------------------------------------------------------- Hazardous Polymerization: Possible Stability: Stable Incompatibility: Avoid contact with strong alkalies, strong mineral acids, and oxidizing agents. Conditions to Avoid: Exposure to excessive heat or open flame, storage in open containers, prolonged storage (6 months) , storage above 100 Deg F (36 Deg C) , and contamination with oxidizing agents. Hazardous Decomposition Products: Carbon monoxide, carbon dioxide, low molecular weight hydrocarbons, and organic acids. -------------------------------------------------------7----------------------- SECTION VII - SPILL OR LEAK PROCEDURES ------------------------------------------------------------------------------- Eliminate all ignition sources (flares, flames (including pilot lights) , and electrical sparks) . Persons not wearing protective equipment should be excluded from area of spill until clean-up has been completed. Stop spill at source, dike area of spill to prevent spreading, shovel or pump to tank or drums. Remaining liquid may be absorbed in sand, clay, earth, or other absorbent material and shoveled into containers. ------------------------------------------------------------------------------- SECTION VIII - PROTECTIVE EQUIPMENT TO BE USED ------------------------------------------------------------------------------- Respiratory Protection: - If PEL of the product or any_component _is_ _ _ _ _ _ - - - - - - - - - - - - - - exceeded, an NIOSH/MSHA approved respirator is advised in absence of proper engineering control (see your safety equipment supplier) . Engineering or administrative controls should be implemented to reduce exposure. Ventilation: Provide sufficient mechanical (general and/or local exhaust) ventilation to maintain exposure below TLV(s) . Protective Gloves: Wear chemical resistant gloves that afford proper protection to the hands, such barrier creams maybe used in some environments as long as proper skin protection is afforded. Eye Protection: Chemical splash goggles in compliance with OSHA regulations are advised; however, OSHA regulations also permit other type safety glasses. (Consult your safety equipment supplier. ) Other Protective Equipment: Work clothing that covers arms and legs. COR72-AA-455HV ------------------------------------------------------------------------------- SECTION IX - SPECIAL PRECAUTIONS ---------------------------------7--------------------------------------------- Containers of this material may be hazardous when empty. Since empty containers retain product residues (vapors, liquid, and/or solids) , all hazard precautions given in this MSDS must be observed. The information accumulated herein is believed to be accurate, but is not warranted to be, whether originating with Interplastic or not, Recipients are advised to confirm in advance of need that the information is current, applicable, and suitable to their circumstances. ------------------------------------------------------------------------------- SECTION X - SUPPLEMENT ------------------------------------------------------------------------------- Styrene has been identified as a possible human carcinogen by the Inter- national Agency for Research on Cancer (IARC) . The IARC determination is based on "limited evidence" in animals and other "relevant data. " IARC concedes there is "inadequate evidence" on humans for its findings. The Styrene Information and Research Center (SIRC) recently sponsored studies to evaluate potential health effects in laboratory rats and mice exposed by inhalation to styrene for six hours per day for five days per week of their lifetime. The rat study, completed in 1996, showed no increased incidence of tumors related to styrene exposure at levels up to 1000 parts per million (ppm) . The results of the mouse study are in the process of being analyzed, and so far only the lungs have been evaluated. The number of lung tumors observed at exposure levels of 20 to 160 ppm was increased as compared to the number of tumors seen in unexposed mice, These lung tumor results from the mouse study have been added to the MSDS for styrene. The lung effects in the new mouse study are in contrast to findings in other studies in both rodents and humans, including the recent SIRC-sponsored study in rats. No link between styrene exposure and an increased incidence of cancer has been found collectively in eight studies of workers in the reinforced plastics and composites industries prior to 1992, or in two subsequent studies of composites/reinforced plastics workers. All together, over 90,000 people have been studied. Exposure levels in these industries are above the levels routinely measured in styrene and polystyrene production. Also in the recent animal studies, irritation and degenerative effects on the olfactory cells in the nose (responsible for the sense of smell) were observed in mice exposed repeatedly by inhalation to 20 ppm and above, and in rats exposed to 50 ppm and above, Atrophy (degeneration) of the olfactory nerve was observed at levels at or above 40 ppm in mice and at or above 500 ppm in rats. SIRC is conducting follow-up research to further understand these findings and their possible importance to humans, Liver damage has been reported in mice at exposure levels of 100 ppm or above; comparable liver damage has not been reported in rats or humans exposed to styrene. It appears that mice are more sensitive to styrene than are other species. Information about potential damage to olfactory cells, irritation in the respiratory tract, and potential liver damage has been added to the MSDS for styrene. We recommend that the precautions in this MSDS be followed. COR72-AA-455HV ------------------------------------------------------------------------------- SECTION XI - SUPPLIER NOTIFICATION ------------------------------------------------------------------------------- This product contains toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-To-Know Act of 1986 and of 40 CPR 372. Please refer to "Section II - Hazardous Components" for the specific product and concentration. ------------------------------------------------------------------------------- BASE RESIN CAS INDEX ------------------------------------------------------------------------------- The base resins indicated under Section II are identified by one or more of the following CAS numbers: 113060-15-4 28572-30-7 58182-50-6 67859-89-6 135108-89-3 28679-80-3 61224-63-3 49624-93-3 141224-31-9 29011-83-4 62569-28-2 68511-26-2 14807-96-6 29350-58-1 64386-66-9 149717-53-3 29403-69-8 67380-21-6 155122-62-6 29403-69-8 67386-67-0 21645-51-2 30110-00-0 67599-39-7 25037-66-5 30946-90-8 67712-08-7 25101-03-5 31260-98-7 67845-68-5 25215-72-9 31472-46-5 67939-08-6 25464-21-5 32505-78-5 67939-40-6 25609-89-6 32677-47-7 68002-44-8 25749-46-6 32762-75-7 68140-84-1 25749-49-9 36346-15-3 68140-88-5 25987-82-0 36425-15-7 68171-28-8 26098-37-3 36425-16-8 68238-98-2 26123-43-5 37339-47-2 68299-40-1 26265-08-7 37347-86-7 68492-68-2 26301-26-8 37999-57-8 68511-26-2 26588-55-6 42133-45-9 68585-94-4 26795-76-6 464920-01-2 68647-07-4 27342-37-6 52453-94-8 72259-64-4 27837-75-8 54228-09-0 81192-92-9 27863-48-6 56083-98-8 9003-20-7 28472-89-1 56083-99-9 9065-68-3 28516-30-5 57863-48-6 37625-93-7 H7% Inc.Consultants Phone 71M92-8373 416 Pickering Street,Houston,TX 77091 Fax 71"92-8-%2 www.htshouston.com Toll Free 1-800-692-TEST , Excellence In Engineering,Consulting,resting and Inspection HTSrNC.• December 20, 2009 lnterplastic Corporation Thermoset Resigns Division 2015 Northeast Broadway Street Minneapolis, Minnesota 55413-4235 A,ttn! Mr. Jason Schiro, Senior Chemist Corrosion and Specialty Resins Re. Chemical Resistance'Vesting of Cured in-Place Pipe(CIPP)Samples COR72-A,A, and COR78-A.A. Dear Mr. Sehiro: 'lease find enclosed one year chemical resistance test resu'l.is for samples of Cured-in- Place Pipe received in our laboratory in December of 20,080. Per your instructions the samples were shipped under sample order LB-00046354 and ark.-identified as follows: • COR72-AA • COR78-AA All of the test coupons were prepared and post-cured by the. Research and Development Laboratory of lnterplastic Corporation's Thermoset Resins Division.. The resin was catalyzed with 0.74% and 0,37% by weight of Akzo Nobel's Perkadox 16 and Trigonox C, respectively. The catalyzed (resin was impregmated in dr. felt and clamped between metal plates with precision spacers. The panels were gelir at 1501 F (b6°C) and held at that temperature for four hours. The panels were then post-cured at 180°F (82°C) for sixteen additional hours. The test coupons were cut and labeled from the cured panels, Each coupon was edge-coated with the same resin used to cotistruct the coupon, and post- cured,an additional 4 hours at 150OF(66°C). The testing program was conducted in accordance with the `allowing: • ASTM F1216, "Practice for Rehabilitation of Exi.i1E.In, pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated TQ—bee. • ASTM F1743, "Standard Practice for RehabditaMv: oaf Existing Pipelines and Conduits by Pulled-in-place Installation of Curei.i. I-Place Thermosetting Resin Pipe(CIPP)" •Geotechnical Engineerng•Materials Testing and Inspection•Environmental Site Assessments•Geo9ynthetics and Gonstruotion QA/QC Serving t11s Construction, Petroleum and Waste Industries e ASTM D5813, "Standard Specification for Cued Thermosetting Resin Sewer pipe". o ASTM D2122, "Test Method for Determining Dinicn,s.ions of Thermoplastic Pipe and Fittings". ASTM D790, "Test Method for Flexural Pr,yerties of Unreinforced and Reinforced Plastics". The initial weight, hardness (ASTM D2583) and thick;i.e ss (ASTM D2122) of each coupon sample was recorded prior to iraazrrers oUi ion. One (1) 1^ .-on sample was utilized as a control base sample. The coupon samples were immersed in 10 different uh.�q iq,at reagents. Eight of the reagents are as specified in ASTM F 1.216, section X2 ` ':�:ble X2.i: The other two reagents (Nitric Acid 1% and Sulfuric Acid 5%)are as speeifled in ASTM F17437 section 8, table 2. The coupon samples were exposed to the #or a period of 1 year. At the end of 1 year the coupon samples were removed front tia,: reagent containers, rinsed, dried,weighed and tested for thickness and hardness. . The coupon samples were there tested for flexural str�rt.-t:h. 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. ASTM F1216, Section X2.2.1 states that the test specimens should lose no more than 20% of their initial tlehuraJ strength and flexural modulus during the exposure time. As indicated by these test results, all of these samples comply with that specification requirement. r Should you have any questions or comments regarding the e tests or this report,please do not hesitate to call us. Thank you very much. re , Khamla Phouang vanh Ch' f Chemist kim V' harry L. cMichael CEO/principal F/letters/2009/COR72-A-A/(OR78-AA/lyear/Interplas iccomoration rHTS, ,"j.. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR72-AA Duration. 1 Year Date Tested: 12/1612009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value % Change Tap water Observation 543 NIA Off White pH 7.5 (100%) Weight 643 g 123,86 124.90 0.84 Hardness 2583 89.0 89.0 0.00 Thickness 2122 in. 0.270 0.270 0.00 MM. 6.8 6.8 0.00 Max. Flexural 790 psi 9254.6 8686.5 -6.14 Modulus 790 psi 571656 538907 -5.73 Nitric Acid Observation 543 NIA Light Yellow pH 0.5 (5%) Weight 543 g 122.48 123.50 0.83 Hardness 2683 89.6 89.6 0.00 'thickness 2122 in. 0.260 0.260 0.00 mrn. 6.6 6.6 0.00 Max. Flexural 790 psi 9254.6 8843.2 -4.44 Modulus 790 psi 571665 547521 .4.22 Phosphoric Acid Observation 543 NIA Off White pH 0.9 (10%) Weight 643 g 122." 123.43 0.81 Hardness 2583 89.0 89.0 0A0 Thickness 2122 in. 0.257 0.257 0.00 MITI. 6.6 6.5 0.00 Max.Flexural 790 psi 9254.5 8769.2 -5.24 Modulus 790 psi 571666 546438 .4.41 Sulfuric Acid Observation 643 NIA Off White pH 0.3 (10%) Weight 543 g 119.89 120.76 0.73 Hardness 2583 1 87.8 $7.8 0.00 Thickness 2122 in. 0.250 0.250 0.00 MITI. 6.3 6.3 0.00 Max. Flexural 790 psi 9254.5 9685.9 3.58 Modulus 790 psi 1 571665 550314 -3.73 IC081756.006Y.Doc -Page 1 of 3 SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR72-AA Duration: 1 Year Date Tested: 12/16/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value %Change Gasoline Observation 543 WA Light Brown pH-NA (100%) Weight 543 g 119.04 119,83 0.66 Hardness 2583 88.0 88.0 0.00 Thickness 2122 in. 0.248 0,248 0.00 mm. 6.3 6.3 0.00 Max. Flexural 790 psi 9254.5 9666.6 4.45 Modulus 790 psi 571665 543960 4.85 Vegetable Oil Observation 543 N/A No Change pH-NA Weight 543 0 123.76 123.94 0.15 Hardness 2583 88.8 88.8 0.00 Thickness 2122 in. 0.264 0.264 0.00 rnm. 6.7 6.7 0.00 Max.Flexural 790 psi 9254.6 9565.9 J." Modulus 790 psi 571665 547964 -4.15 Detergent Observation 543 NIA Off White pH 7.3 (0.1%) Weight 643 g 124.75 125.80 0,84 Hardness 2583 89.2 89.2 0.00 Thickness 2122 in. 0.262 0,262 0.00 mm. 6.6 6.6 0.00 Max. Flexural 790 psi 9254,6 9152.9 -1.10 Modulus 790 psi 571665 547643 -4.20 Soap Observation 543 NIA Off White pH 6.9 (0.1%) Weight 543 g 117.73 118.74 0.86 Hardness 2583 89.4 89.4 0.00 Thickness 2122 in. 0.257 0.257 0.00 mm. 6.5 6.6 0.00 Max. Flexural 790 psi 9254.6 9176.0 -0.84 Modulus 790 psi 571665 648636 -4,09 1C08F55.006Y.Doc-Page 2 of 3 MTS SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: COR72-AA Duration: 1 Year Date Tested: 12/16/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value % Change Nitric Acid Observation 543 NIA Off white pH 1.0 0%) Weight 543 9 117.73 118.72 0.84 Hardness 2583 89.2 89.2 0.00 Thickness 2122 in. 0.263 0.253 0.00 mm, 6.4 6,4 0.00 Max. Flexural 790 psi 9264.5 9696.1 4.77 Modulus 790 psi 5716W 537301 -6.01 Sulfuric Acid Observation 543 MIA Off white pH 0.6 (5°kj Weight 543 g 118.56 119.45 0,76 Hardness 2583 89.2 89.2 0.00 Thickness 2122 in. 0.255 0.295 0.00 MM. 6.5 6.5 0.00 Max,Flexural 790 psi 9254.5 9254.4 0.00 Modulus 790 psi 1571665 536891 -6.26 ICO$F55.006Y.Doc-Page 3 of 3 HTS PiPe Consultants.Inc. Phone 713 6a2-8�73 420 Pickering Street,Houston,TX 77091 Fox 713=e92-8902 www.htspipQeonsuftants.COM Toll Free 1-800-892-TEST ITS PL8%URAL PROPRRTIES OF PLASTICS (ASTM D790) SUPPORT SPAN = 4". Flexural 3 point bead Instron Corporation Saries Ix Automated Materials Testing System 6.05 Operator name; S. CARRILLO Test Date: 16 Dec 2009 Sample Identification: 8855-6Y4 Sample Type= ASTM interface Type: 42/43/4400 Series Machine Parametex* of test: Semple Rate (pts/sec): 10,000 ((kymidity ( t ) : 50 Crosshead Speed (in/min ): .1100 Temperature (deg. F) : 71 Dimensi.oris. Spec. 1 Spec. 2 Spec. 3 Spec. 4 Speo• 5 width (in) .54500 .54300 .63100 S3600 .55000 Depth (in) .25300 .25900 .26500 .26500 .23100 Span (ih) 4,0000 4.0000 4.0000 4.0000 4.0000 1 Out of 5 specimens, 0 excluded. Sample comments: COR72-AA, SAMPLE SOAKED IN SULFURIC .ACID (10%) FOR 1 YEAR Displcment Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (Pei) (psi)" 1 .4226 .0401 57.2 9843.2 539325 2 .4347 .0422 59.4 9777.9 532130 3 .3119 .0310 $6.5 9084.6 SE1399 4 .4501 .0447 59.1 9427.1 565631 5 .5042 .0437 47.9 9796.7 563082 Mean: .4247 .0403 56.0 9585.9 550314, Standard Deviation: .0704 .0055 4.7 325.6 14579• Minimoln: .3119 .0310 47.9 9084.6 s32130. MsXimum: .5043 .0447 $9.4 9943.2 565631. Serwlne the Piwo Rehabllltatlon Andw%try HT8 Pipe Canealtente'Ina, Phone 713-692.6373 420 Pickering Street,Houston,TX 17091 Fax 7113-692,9502 www.htspipeconaultants.com Toil Frae t-e00-692-TEST FLEXURAL PROPERTIES Or ,PLASTICS (ASTM D790) =PORT SPAN , 4M. Flexural 3 point bend, Instron Corporation 6eriss IS Automated Materials Testing System 6.05 Operator name: K. P90DANG$AVMH Test Date! 16 Doc 2009 Sample Identification! HV55-6Y1 Sample Type: ASTM Interface Type! 42/43/4400 Series Machine Parameters of toot: Sample Rate (pts/sec): 10.000 Humidity ( t )! 50 Crosshead Speed (in/min }; .1100 Temperature (deg. F): 71 Dim=nione! Spec, 1 Spec. 2 Spec. 3 Spec. 4 Spec, 5 Width (in) ,53900 .54000 .53300 .53500 .54300 Depth (in) .25600 _27100 .28000 .28300 .29100 Span (in) 4.0000 4.0006 4,0000 4,0000 4.0000 Out 0£ 5 speCimens, 0 excluded. Sample comments: COR72-AA, SAMPLE SOAKED IN TAP WATER (100%) FOR 1 YEAR Dinplcmont Strain Load Strome Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (psi) (psi) 1 •4188 0402 53.4 9079.8 546004 2 .4583 _0466 6116 9323.7 521094 3 .4342 .0456 62.0 8900.9 539392 4 .1438 .0153 57.6 8063.o 556857 S .3616 .0395 61.8 5064.1 531.185 Mean: 3fi33 .0374 59.3 8686.5 536907. Standard Deviation: 1278 .0128 3.7 588.4 13690. Minimum! .1438 .07.53 53.4 8063.0 921094. Maximum: .4583 .0466 6210 9325,7 556957. Sewing Rhop Pipe Rehabli tatlon Inclulstry► MTS Pope Consultants.In*. Phony 713-892-B373 420 Pickering Street,Houston,TX*7091 Fax'713-692-8502 www.htspipeconsultants.e0m Toll Free 1-800-692-TEST FLEXURAL PROPERTIES OF PLASTICS (ASTM D790) SUPPORT SPAN = 4". Flexural 3 point bend InstroA corporation series XX Automated Materials Testing System 6.05 Oparator name: K. PHOUANOSAVANH Teat Date: 16 Dec 2D09 Sample Identification: BF55-6Y2 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of tent: Sample Rate (pts/sec) : 10.000 Humidity ( 4 ) 50 Croashead Speed lin/min ): .1100 Temperature (deg. F) : 71 pimension8: Spec. 1 Spec, 2 Spec, 3 Sp60- 4 Spec. 5 Width (in) .540D0 .5380D 54400 .54200 .55200 Depth (in) .26200 .26800 .27500 .28000 .23700 Span (in) 4,0000 4.0000 4.0000 4.0000 4,0000 out of 5 specimens, 0 excluded_ Sample comments: COR72-AA, SAMPLE SOARED IN NITRIC (5$) FOR 1 YEAR Diaplcment strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (psi) (psi) 1 .3449 .0339 54.4 8808.7 546343 2 .4285 .0431 59,7 9266.8 557707 3 2383 0246 56.8 8276.6 555508 4 4123 .0433 66-9 9442.1 550019 S .3867 .0344 43.6 8421.8 527027 Mean: .3621 .035E 56.2 8843.2 547521. standard Deviation: .0761 DD78 8.5 509.4 12371. Minimum: 2383 .0246 43.S 0276.6 S27027. Kaximum: -4285 .0433 66.9 944211 551707. Serving the Pip*Flehabllltwtion Industry FITS Pipe Ce moultanta.11". Phone 713-682-8373 420 Pickering Street.Houston,TX 77091 FAx 71"02.8802 w -htspoecansultants.com Toll Fran I-SM-692-TEST FWXURAL PROPERTIES OF PLASTICS (ASTM n790) SUPPORT SPAN + 4". Flexural 3 point bend xpstron Corporation $oriaa Ix Automated Materials Testing system 6.05 Operator name; K. PHOUANGSAVANH Test Date: 16 Dec 2009 Sample identifi.Cation: 8F55-6X3 Sample Type: ASTM interface Type: 42/43/4400 Scries MachAAe ParamaterR of teat; Sample Rate (pts/ssc)a 10.000 Humidity ( g ): 50 Crosshead Speed (in/min ) .1100 Temperature (deg. F) : 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .54300 .54300 _54300 .54100 .54400 Depth (in) .24900 .25900 .26700 .27300 .27800 Span (in) 4,0000 4.0000 4.0000 4.0000 4,0000 Out of 5 specimens, o excluded. Sample comments; COR72-AA, SAMPLE sOAl= IN PHOSPHORIC ACID (10t) FOR 1 YEAR Diaplomant Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (Psi) (psi) i .4523 •0422 33.2 9483-0 536994 2 .4184 .0406 56.7 9339.7 537423 3 .3257 .0326 51.3 7956.1 546556 4 .2891 .0295 61.E 9163.6 560864 5 .2343 _0244 55.4 7903.4 550351 Mean: .3439 .0339 55.6 8769.2 546438. Standard Deviation: 0905 .0075 3.9 774.8 9923. ftaimum: 2343 .0244 51.3 7903.4 536994. Maximum; .4523 .0422 61.6 9483.0 560864. Sarvi11g the pipe RehaAbilxteiion Indua#ry HTS Pipe Con*tItsn ts.In*. Phone 713-692-8M 42o Pickering street,Houston, rA 77091 Fax 713-eg2-eW2 wvwv.htsplpeooneukanta.com Tb8 Free 1-amo W2--TEST FLEXD)tAL PROPERTIES OF PLASTICS (ASTM D790) guPQORT SPAN . 4". Flexural 3 point bend Instton Corporati.= geries IX ,Automated Materials Testing System 6.05 Operator name: E. C&ARILLO Test Date: 16 Dec 2009 sample identification: errs-6Y5 Saample Type: ASTM Interface Type: 42/43/4400 series Machine Parameters Of test: Sample Rate (pts/eec): 101000 Humidity ( 1 : 50 Crosshead Speed (in/min ) 110o Temperature (deg. P) : 71 Dimensions: Spec. 1 spec. 2 Spec. 3 Spec. 4 Spec. 5 width (in) 55100 .53900 .54200 .54300 .57300 Depth (in) 23500 .24400 .26100 .26400 .25000 Span (in) 4-0000 4.0000 4.0000 4.0000 4.0000 Out of 5 specimens, 0 excluded. Sample comments: COR72-AA, SAMPLE t3QAXED 1N (3ASOLIt4E (100%) FOR 1 YEAR Displcment Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield ElastiCi.Cy Number (in) (;in/in) (lbs) (psi) (psi) M^ 1 ,3014 '0266 49.4 9744.7 528595 2 .3189 _0292 53.2 9943.3 541340 3 1941 .0190 58.9 9576.5 548527 4 .3300 .0327 61,7 9785.2 646431 5 .3307 '0310 55.4 9263.4 S54905 Mean: .2950 .0277 55.7 9666.6 543960. Standard Deviation: .0577 .0054 4.8 250.9 9870. Mioimum: .1941 .019D 49.4 9283.4 528595. Maximum: .3307 .0327 61.7 9943.3 554905_ Serving Itht Pipe RehOLIIIINAMO"IndLmtry MTS Riper Gsnauttant6.Ina. Phone 713-692.0373 420 Pickertrig Street,Houston,7X 77091 Fax 718-692-8502 www,hispipeconsultante,Pom -roil vree 1-800-692--retT KT'S' FLEXSIRAL PROPERTIES OF PLASTICS (ASTM D790) SUPPORT SPAN = 4" Flexural 3 point bend lnstron CorporabiOA Series IX Automated Materiale Testing System 6.06 Operator name: K, PM4UA=AVANH Test Date: 15 Dec 2009 Sample Identification: 9F55-6Y6 Sample Type: ASTM Interface Type! 42/43/4400 Series Machine Fararaecers of test: Sample Rate (pts/sec): 10,000 Humidity l It ) : 50 Crosshead Speed (in/mitt ) : .1100 Temperature (deg. F): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .55000 .53800 .53700 .53900 .55100 Depth (in) 24800 .25600 .26200 .26500 .26600 gpa8 (in) 4.0000 4.0000 4.0000 4.0000 4.0000 Out of 5 specimens, 0 excluded. Sample comments: COR72-AA, SAMPLE SOAKED IN VEGETABLE OIL (100%) FOR 1 YEAR Displament Strain Load Stress Modulus at at at at Of Specimen Y�eid Yield Yield Yield Elasticity Number (in) (in/ia) (lbs) (psi) (psi.) 1 .3516 0327 47.6 8451.8 529445 2 .4038 .0388 51.1 8702.6 543173 3 2210 .0276 53.0 9621.9 552045 4 .3518 .0351 54.7 8599.4 555860 5 .2773 .0277 54.9 8453.7 560296 Meaw .3331 .0334 52.3 856519 547564. Standard Deviation: .0537 .0048 3.0 110.2 12600. Minimum: .2773 0276 47.6 8451.9 528445. Maximum_ 4039 .0388 54.9 0702.6 560296. Serving tho Pipe Iie:h®6iiitstiona Industry FIT$Pipe Cons"It9tnt16 Inc. Phone 713-692-8373 420 Plckoring street,Houston,TX 77091 Fax 713-692-b602 www-htspipaeoneuttants,com Toll Free 1-800-692-TEST FLEXUPAL PROPERTIES OP PLASTICS (ASTM D790) SUPPORT SPAN = 4" Flexural 3 point bend InItron Corporation Series Ix Automated Materials Tasting System 6.05 Operator name; E. CARRILLO Test Date: 16 Dec 2009 Sample Identification; 8F55-6Y7 Sample Type: ASTM Interface Type: 42/4-1/4400 Series Machine Parameters of teat; Sample Rate (pts/sec); 10.000 Humidity ( W 1: 50 Crosshead Speed (in/min ): _1100 Temperature (deg. F); 71. Dimensions; Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .53400 .53000 .52800 .52500 .54600 Depth (in) .25200 .26100 .27100 .27600 .28000 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 Out of 5 specimens, 0 excluded. Sample comments; COR72-AA, 8AMPLE SOAKED IN DETEROPM(0,1%) FOR 1 YEAR Dleplcment Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (jn/fin) (lbs) (psi) (psi) ------------------------------------------------------------ 1 .4668 .0441 54.1 9590.9 535370 2 .4497 .0439 53.2 8846,1 544588 3 .4346 .0442 56.1 8682.0 547475 4 .4841 0507 62.9 9444.3 561893 5 .3566 .0375 65.7 9211.4 548887 Mean! .4382 .0440 58.4 9152.9 547643. Standard Deviation; .0492 .0045 5.9 383.2 9547, Minimum! .3568 .0375 53.2 9682.0 535370_ Maximum; .4541 .0501 95.7 9580.9 561.893. Serving the Pipe piehabllitation Industry FITS Popp Cq1M*L11ta%w taac,Inc. Phan*713-692-8373 420 Pickering Sireat,HouSton,TX 77091 Fax 713-692-8502 www.hieplpeoonsuftam.com Toll Free 1-800-692-TEST FLEXURAL PRQPDRTISS OF PLASTICS (ASTM D790) SUPPORT SPAN = 4" Flexural 3 point bend Znstroo Corporation 6cwlea Ix Automated Materials Testing System 6.05 Operator name: E. cmRRILLO Test Date! 16 Dee 2D09 Sample Identification; 8P55-6Y8 Sample Type; ASTM Interface Type: 42/43/4400 Series Machine Parameters of testa Sample Rate (pts/sec) : 10.000 Humidity ( t }e 50 Crosshead Speed (in/min ) ; .1100 Temperature (deg. P): 71 0xmensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spee. 5 width (in) .54300 .52900 .50600 .53700 .53800 Depth (in) .24600 .26400 .27000 .27200 .23400 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 Out of 5 specimens, 0 excluded. Sample comments: COR72-AA, SAMPLE SOAKED IN SOAP (0.1%) FOR 1 YEAR Dieplcment Strain Load Stress Modulus at at at at Of Specimen. Yield Yie14 Yield Yield RlastiCity Number (in) (Win) (1ba) (Jps,i) (psi) -------------------------------------------------------------------- 1 .4141 .0382 48.4 8833.8 539591 2 .4888 .0464 54.2 8815.5 538409 3 .4310 .0416 56.1 9126.7 572980 4 _4033 .0411 64.0 9669.9 559994 5 .4237 .0272 46.2 9420-3 533107 Mean: .4282 .0413 53.8 9176.8 548536. standard Deviation: .p25Q .0038 7.0 374.9 16707. Minimum; .4033 .0372 46.3 8815.5 533107. Maximum: _4688 .0464 64.0 9669.9 572880, Serving the pipe Itehebllkation Industry FITS Pipe Consultants.Inc.. PF1one 713$'92-a373 420 Plck9ring Stfeet,Houston,TIC 77091 Fax 713-692-M2 www.btsopeconeuttaerta.com T011 Fnee.1-SOO-692-TEST . 7VAS FLEXURAL PROPERTIES OF PLASTICS (ASTM D790) SUPPORT SPAN = 4" Flexural 3 point bend Instron Corporation Series IK Automated MaterlAlm Testing System 6.05 Operator name: E. CARRILLO 'hest Date! 16 Dec 2009 Sample identification: B1:55-6Y9 Sample Type: ASTM IntcrfaCe Type: 42/43/4400 Series machine Parameters of teat: Sample Rate (pts/sec): 10.000 Humidity ( t }: 50 Crg" dad Speed (in/min ): .1100 Temperature (deg. F) t 71 Dimensions: SPgc, i Spmc_ 2 9pee_ 3 Spec. 4 Spec. 5 Width (in) .53500 _54200 .54800 S4400 .54200 Depth (in) 23800 _24800 _25900 .26700 .27000 Span (in) 4,0000 4,0000 4.0000 4.0000 4.0000 out of 5 apecimens, 0 excluded. Sample comments: COR72-AA, SAMPLE SOAKER IN NITRIC ACID (1k) FOR 1 YRAR Disploment Strain x.oad 8trgss Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lb$) (psi) (psi) 1 _4362 .0389 49.3 9758.9 533614 2 .5477 .0509 54.3 9775.3 543712 3 .5189 .0504 61.1 9968.4 S32612 4 .4189 .0419 60,2 932o.o 533060 5 .4486 .0454 62.6 9657.9 543S05 Mean: .4741 .0455 57.7 9696.1 537301. Standard Deviation_ .0560 .0052 6.9 238.4 5770, Minimum: .4109 .0389 49.3 9320.0 S32612. Maximum: .5477 .0509 6316 9968.4 541712. *erving the Pipe Rehabllitativn Inde#twV HTS P1pa Consultants'Inc. Phone 713-892-837'3 420 pichering Street,Houston,TX 17091 Fax 713-692•SS02 www.htsplpeoonsuttants.com Toll Free.1-800-892-TIwST AM A;w FIKKURAL PROPERTIES OF FLMTIC8 (ASTM D790) SUPPORT SPAR = 4n- Flexural 3 point ben4 Inetron Corporation 8eries IX Automated Materials Testi,*g System 6.05 Operator name: E. CARRILLO Teet Date: 16 Dec 2009 Sample Identification: SF55Y610 Sample Type!ype! ASTM Interface Typer 42/42/4400 8eries Machine Parameters of test: Sample Rate (pt:s/dec); 10.000 Humiaity ( $ }; 50 Crosshead Speed (in/min ) : .1100 Temperature (deg. F) : 71 Dimensions: " Spec. 1 Spec. 2 Spec. 3 Spec- 4 Spec. 5 width (in) .52500 .53200 .54500 .53600 .55400 Depth (in) .23900 .25200 .27400 .28200 .22400 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 Out of 5 specimens, 0 excluded. Sample comments! COR72-AA, SAMPLE SOAKED IN =FURIC Acip (51k) FOR 1 YEAR Diaplcment strain Load stress Moduluo at at at at of speoi.men Yield Yield Yield Yield Elasticity Number (in) (xn/in) (lbs) (psi) (psi) --------------------- ----------------------------------------------- 1 .4749 .0426 48.3 9407.0 534140 2 -5383 .0509 53.8 9560.1 539496 3 .3264 .0335 61.1 8955.3 528076 4 .3407 .0360 63.0 8865.2 546516 5 .5742 .0492 43.6 9404.4 .31228 Meant; .4509 .0422 54.0 9254.4 535891. Standard Deviation: 1130 .0075 8.2 320.5 7276. Minimum: .3264 .0335 43.6 8265.2 528076. Maximum: .5742 -0509 63.0 9560-1 546516, Sorvin9 the Plpe Rehmbilitytlotn llrtduetry I i aoie or%,ontents I I _C — I INTERPLASTIC CORPORATION Thermoset Resins Division 2015 Northeast Broadway Street Minneapolis, Minnesota 55413-1775 (651)481-6860 Fax (612)331-4235 Corrosion Test Data COR72-AA, CA and DA Type Products Flexural Strength and Modulus Retention Data ASTM F1216 & D543 (CIPP) Flexural Strength Retention, % Flexural Modulus Retention, % Immersion Months Months Media 1 3 6 12 1 3 6 12 100% Tap Water(pH 6 -9) 84 99 98 100 99 100 99 97 5% Nitric Acid 92 86 97 98 100 97 96 100 10% Phosphoric Acid 99 93 100 100 100 100 100 100 10% Sulfuric Acid 91 89 100 96 96 98 97 93 100% Fuel 100 93 100 98 100 100 1 100 98 0.1% Detergent 96 92 90 89 100 100 100 99 0.1% Soap Solution 96 91 100 98 100 82 100 100 100% Vegetable Oil 100 94 100 100 100 100 100 100 ASTM D5813, F1743 & D543 (CIPP) 1% Nitric Acid 100 95 88 100 100 100 100 100 5% Sulfuric Acid 100 82 83 93 100 100 100 100 100% Fuel 100 93 100 100 100 100 100 100 0.1% Detergent 96 92 90 89 100 100 100 99 0.1% Soap Solution 96 91 100 98 100 82 100 100 100% Vegetable Oil 100 94 100 100 100 100 100 100 ASTM C581 & D543 (GRP) 100% Tap Water(pH 6 - 9) 84 99 100 98 90 95 100 100 1% Nitric Acid 93 99 93 85 86 100 93 93 5% Nitric Acid 82 83 87 89 98 96 92 100 10% Phosphoric Acid 100 99 96 100 100 96 96 100 5% Sulfuric Acid 99 90 86 98 1 97 96 97 93 10% Sulfuric Acid 91 84 99 97 100 100 98 100 100% Fuel 100 89 100 98 100 90 94 98 0.1% Detergent 100 99 96 93 94 88 82 100 0.1% Soap Solution 100 100 100 98 1 97 100 99 98 100% Vegetable Oil 94 97 88 97 82 88 97 96 Other Corrosion Testinq (CIPP) 1% Sodium Hydroxide 91 80 81 59 89 88 83 66 1% Sodium H pochlorite 100 99 91 71 99 99 99 80 1% Ammonium Hydroxide 100 99 99 100 98 92 96 89 Note: Non-shaded regions are the applicable test durations as it relates to achievement of the minimum acceptable retentions. All corrosion media maintained @ 73.4 ±3.6°F (23±2°C). All specification and properties shown are approximate. Specifications and properties of material delivered may vary slightly from those given above. Interplastic Corporation makes no representations of fact regarding the material except those specified above. No nerson has anv authority to bind Interplastic Corporation to anv representation excect those specified above. Final determination of the suitability of the material for the use contemplated i ar. The Thermoset Resin: t,t,ves will assist in developing procedures to fit individual requirements. Reset Form E-mail Form_ Date:September4,2003 INTERPLASTIC CORPORATION Thermoset Resins Division 2015 Northeast Broadway Street Minneapolis, Minnesota 55413-1775 Corrosion Test Data (651)481-6860 Fax(612)331-4235 COR72-AT and AZ Type Products Flexural Strength and Modulus Retention ASTM F1216 & D543 (CIPP) Flexural Strength Retention, % Flexural Modulus Retention, Immersion Months Months Media 1 3 6 12 1 3 6 12 100% Tap Water 94 100 97 89 100 96 93 91 5% Nitric Acid 100 92 86 82 86 88 81 80 10% Phosphoric Acid 98 88 90 95 84 89 83 80 10% Sulfuric Acid 93 91 93 93 92 92 94 93 100% Fuel 85 100 100 100 96 97 99 94 0.1% Detergent 99 92 91 90 100 99 99 93 0.1% Soap Solution 100 87 100 90 97 94 100 92 100%Vegetable Oil 81 100 81 100 100 96 80 97 ASTM D5813, F1743 & D543 (CIPP) 1% Nitric Acid 100 84 86 100 100 93 86 93 5% Sulfuric Acid 94 81 95 87 87 92 81 80 100% Fuel 85 100 100 100 96 97 99 94 0.1% Detergent 99 92 91 90 100 99 99 93 0.1% Soap Solution 100 87 100 1 90 1 97 94 100 92 100% Vegetable Oil 81 100 81 1 100 100 96 80 97 ASTM C581 & D543 (GRP) 100%Tap Water 100 97 100 100 100 95 100 91 1% Nitric Acid 100 100 100 80 100 93 99 83 5% Nitric Acid 100 100 96 80 97 94 96 81 10% Phosphoric Acid 100 100 100 100 100 100 99 88 5% Sulfuric Acid 100 100 91 82 98 100 88 90 10% Sulfuric Acid 100 100 100 95 94 83 85 80 100% Fuel 100 100 90 100 95 100 100 100 0.1% Detergent 100 100 100 100 100 95 100 100 0.1% Soap Solution 91 96 82 100 97 100 93 90 100% Vegetable Oil 100 100 100 100 98 100 100 90 pH 0.5 Solution 100 100 91 82 98 100 88 90 pH 10 Solution 100 100 100 100 100 95 100 100 Other Corrosion Testing (CIPP) 1% Sodium Hydroxide 95 95 90 69 100 96 93 91 1% Sodium Hypochlorite 94 84 92 80 96 95 98 85 1% Ammonium Hydroxide 100 100 100 99 99 100 94 92 Note: Non-shaded regions are the applicable test durations as it relates to achievement of the minimum acceptable retentions. All corrosion media maintained @ 73.4±3.6°F (23+2°C). All specification and properties shown are approximate. Specifications and properties of material delivered may vary slightly from those given above. Interplastic Corporation makes no representations of fact regarding the material except those specified above. No person has any authority to bind Interplastic Corporation to any representation except those specified above. Final determination of the suitability of the material for the use contemplated is the sole responsibility of the Buyer. The Thermoset Resins Division's technical sales representatives will assist in developing procedures to fit individual requirements. Date:March 10.2004 I CIUM: VI %,VIILCIILb I I JGQI LIrr INTERPLASTIC CORPORATION Thermoset Resins Division 2015 Northeast Broadway Street Minneapolis, Minnesota 55413-1775 (651)481-6860 Fax(612) 331-4235 ASTM D-2990 10,000-Hour Flexural Modulus Creep Data COR72-AT-470HT (260 psi Stress Loads) 1,000,000.00 Calculated Flexural Modulus 50 Years= 236,486 psi y=-15818Ln(x)+441961 fA _7 3 a O M 7 X O ILL 100,000.00 0.01 0.1 1 10 100 1000 1000l Test Time, hours All specification and properties shown are approximate. Specifications and properties of material delivered may vary slightly from those given above. Interplastic Corporation makes no representations of fact regarding the material except those specified above. No person has any authority to bind Interplastic Corporation to any representation except those specified above. Final determination of the suitability of the material for the use contemplated is the sole responsibility of the Buyer. The Thermoset Resins Division's technical sales representatives will assist in developing procedures to fit individual requirements. Date:February 28,2003 THE AMERICAN INSTITUTE OF ARCHITECTS A/A Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE RePipe California, LP 12771 Brown Ave. Riverside CA 92509 as Principal, hereinafter called the Principal, and Arch Insurance Company 3 Parkway, Philadelphia, PA 19102 a corporation duly organized under the laws of the State of MO as Surety, hereinafter called the Surety, are held and firmly bound unto City of Huntington Beach 2000 Main Street, Second Floor, Huntington Beach, CA 92648 as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of Amount Bid Dollars ($ 10% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for FY 2013/14 Sewer Rehabilitation Project- CC No. 1478, Huntington Beach NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials fumished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such band or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee 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. f Signed and sealed this 2nd day of July 2014 l RePi e California, LP (Principal) (Sea/) �-` (Witness) 1 B : a46i,,d .tTi��lt (Title) Arch Insurance Company J J (Surety) (seal) r ess) t By: Attomey'n-Fact Joann Dombrowski wee) AIA DOCUMENT A310 6 BID BOND•AIA•FEBRUARY 1970 ED.•THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.,WASHINGTON,D.C.20006 Surety Acknowledgement State of Connecticut County of Litchfield On this 2nd day of July, 2014 before me personally appeared Joann Dombrowski To me know, who being by me duly sworn did depose and say that he/she is the Attorney-in-Fact of Arch Insurance Company The Corporation described in and which executed the above instrument; that he/she knows the seal of said Corporation and that he/she signed his/her name thereto by like order. a N '� Z• .C) otary Public: Jessica L. Piccirillo s o!:�14Of av, �p C �p , • My Commission Expires: June 30, 2015 '••.,,T% .,� T - Ill.ffll AIC 0000117199 _�THIS POWER OF ATTORNEY IS_-NQT=_WLID UNLESS IT IS PRINTEDBLUE BACKGROUND. ON ROUND."M Attorney limits the 0-th ffar�her o bind QAY This PdWe '&��W 11� Y ein, and the the Com Q�__ P_ Y III an—manner and to the extent herein RaHed. No-it valid for Mortgage, Note,11"bani,"Y"eitter of.Credit, Bank Depos1f;Curre—ndy Rate, Interest Rate or Residential.Value Guarantees. -IIII...'-po, ER, OF 0 T Mo R N I VON& KndW-11--Pe—Persons By These Prese A rso in That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City, New Jersey(hereinafter referred to as the"Comp any")does,hereby appoint: oflFarmington, CTILz _R-K Momca—IRic—ciril —nn DombrowsW—_M5rRq7n.RE 6 M. CE3ntert)ury!,�ap,�d!ii,,,�i,,,u!lsar E. its true and lawful Attorney(s)in-Fact,to make, execute, seal,and.deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: o mpV�Kaceeding ndr-all= o s ertakings, r& bligatior�Ern!n_tb erMsurn 7�mi �Milli DMI[ws($90,000,000.( 1115 meTyg This authority does not permit the same obligation to be split into two or more.bonds In order to bring each such bond within the dollar limit of authority as set forth herein. W III WE 693 ,in ahce of these T xecu on such bonds, under s, rM �z�e0and other surety ibbligatio ins P7 s&n EiEs e- b gAv a= 0,1 q 1su binding O&A id Company 4901F 6 an puripos,es; (IIIIIIIIS dW p5ll��Il intents d li!1169 if,11th ame had been 6x=kcK1e=d an acknowledged by its regularly elected officersat its principal administrative offibb in Jersey City, New Jersey. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on Sep _e undersiqned-� tembprA§MU11, true and accurate copies�of wrich are hereinafter set forth and -ereby certified to by th ��Ewss=bag=nlfull force and'�6ffedi!!1�11!,11�1 That the Chairman of theI II Pr_ President, ty- eside MIlil III Board, he President,ii the Executive Vitw Present, or any Senior Vice Presi f t e Surety Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of attorney, to-execute on behalf of the Company, and-attach the seal of the Company thereto b hds undertakings, recognizances-and= e ry En ---re -any such offic,6th tobli§6trMns obligato inathe-Adfu officers'of mays appoint appoint ageri-ts-fMM5 anM�Iof ti bmial��IIohIlVlprul ::�p 1 ssw ——-- — — This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on September 15,2011: be enf nature of the Chai 1111',15 ,,ie,b'6'ArdlQh`e President, oLthe-BetUtk6 U.NW—wrident, or any S-eniongMiceIREesid 27FFMI-t r qt MIN 0166 Saroffi-Ous6-4ss Division, �I�Illjtlh desphated in writirinleiNwiw=tw- retary, and tt7.A- signature 1 the or -any power Uohd� W-eft the Compan NgIIII IV atid"Vi 9,Y,0�111f'ge Secretary, 4126EMb MI-c7sifflile on r W-EditlI tff executed pursuant to the resolution adopted by the Board of.Directors on September 15, 2011, and any such power so executed, sealed and certified with respect to any bond or undertakingto which it is attached, shall continue to be valid and binding upon the Company. J!, P QGMbW1 3M 1 of 2 Pdnted.-in yz,�� STATE OF CALIFORNIA DEPARTMENT OF INSURANCE NQ 08157 SAN FRANCISCO Certificate Amended Y THIS IS TO CERTIFY THAT,Pursuant to the Insurance Code of the State of California, - Arch Insurance Company Of Missouri , organized under the laws of Missouri subject to its Articles of Incorporation or otherfendamental organizational documents,is hereby authorized to transact within the State,subject to all provisions of this Certificate, the following classes of insurance: Fire, Marine, Surety, Disability, Liability, Workers' Compensation, Common Carrier Liability, Boiler and Machinery, Burglary, Team and Vehicle, Automobile, and Aircraft as such classes are now or may hereafter be defined in the Insurance Laws of the State of California. THIS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in j0 compliance with all,and not in violation of any,of the applicable laws and lawful requirements made under authority of the laws of the State of California as long as such laws or requirements are in effect and applicable,and as such laws and requirements now are, or may hereafter he changed or amended IN WITNESS WHEREOF,effective as of the 15 th day of December 2005 ,I have hereunto set my hand and caused my official seal to be affixed this 15th day of December 2005 John Garamendi aranc missioner By Patricia K. Staggs for Richard D. Baum )mw Chief Deputy NOTICE: Qualification with the Secretary of State must be accomplished as required by the California Corporations Code promptly after issuance of this Certificate of Authority.Failure to do so will be a violation of Insurance Code Section 701 and will be grounds for revoking this Certificate of Authority pursuant to the convenants made in the application therefor and the conditions contained herein. FUAM CB-3 •' .w1 osp 00 39391 ARCH INSURANCE COMPANY STATEMENT OF FINANCIAL CONDITION December 31, 2013 Assets Cash in Banks $ 113,241,149 Bonds owned. 1,730,368,149 Stocks 433,238,605 Premiums in course of collection 251,285,768 Accrued interest and other assets 312,730,603 Total Assets $ 2,840,864,274 Liabilities Reserve for losses and adjustment expenses $ 1:200,735,312 Reserve for unearned premiums 307,521,736 Ceded reinsurance premiums payable 105,942,093 Amounts withheld or retained by company for account of others 188,907,409 Reserve for taxes, expenses and other liabilities 301,130,327 Total Liabilities 2,104,236,877 Surplus as regards policyholders 736,627,397 Total Surplus and Liabilities $ 2,840,864,274 By: Attest: enior Vice President, Chief Senior Vice'President, Financial Officer and Treasurer General Counsel and Secretary State of New Jersey ) SS County of Hudson ) Thomas James Ahern, Senior Vice President, Chief Financial Officer and Treasurer and Patrick Kenneth Nails, Senior Vice President, General Counsel and Secretary being duly sworn, of ARCH INSURANCE COMPANY, Missouri; and that the foregoing is a true and correct statement of financial condition of said company, as of December 31, 2013. Subscribed and sworn to before me, this jg�j day of March, 2014 Notary Public ALLISON1Y O&A Commission #24n 2411013 Flotar'y Public, State of New Jersey y Lommission Expires August 03. 201b CAL IFOfRNHA ALL-PURPOSE ACKNOWLEDGMENT CML CODE§1189 �Y"�c� „�r..c--.r..cc:Grc-:cvcry..�c�cc.,c:r..�r�.,�r•.Gr..Gc•.cc=..�r.�cr.Gr.�c- .��-.Gr�r•.Gr,�•cr�-.F<.cr--.rc-.,cc�.Gr..�c�:rcc�cc�..cr•.4c�_r-„�r,.s. ,., State of California ) f. County of San Bernardino On 7-10-14 before me, J.M. LOPEZ NOTARY PUBLIC ,,, Date Here Insert Name and Title of the Officer personally appeared HEIDI CLEMONS Name(s)of Signer(s) who proved to me on the basis of satisfactory _ evidence to be the person('whose name(sr is/ate subscribed to the within instrument and acknowledged fito me that /she/may executed the same in f, hA(her/th& authorized capacity(iss� and that by hoher/thpfr signatureX on the instrument the personfaj, or the entity upon behalf of which the fiJ. M. LOPEZ persoW acted, executed the instrument. I Commission# 1986040certify under PENALTY OF PERJURY under the Notary Public -Californinia i I fY San Bernardino County laws of the State of California that the foregoing , 4 My Comm.Ex Tres Jul 23,2ot6 paragraph is true and correct. f' WIT y hand a o 'ci seal. ur � / � I' Place Notary Seal Above Sign if ature ry Public , OPTIONAL , Though the information below is not required by law, it may p e valuable to persons relying on the ument 1 and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document ) fi Title or Type of Document: BID BOND- COHB Document Date: 7-2-14 Number of Pages: 6 f Signer(s) Other Than Named Above: JOANN DOMBROWSKI Capacity(ies) Claimed by Signer(s) ) Signer's Name: HEIDI CLEMONS Signer's Name: ❑ Corporate Officer — Title(s): ❑Corporate Officer— Title(s): f4 ❑ Individual ❑ Individual ❑ Partner —❑Limited ❑General ❑ Partner— ❑Limited ❑General ❑ Attorney in Fact ❑Attorney in Fact , ❑ Trustee ❑Trustee ❑ Guardian or Conservator ❑Guardian or Cons ator CK Other: AUTHORIZED REPRESENTATIVE ❑Other: ty Signer Is Representing: Sign s Representing: REPIPE CALIFORNIA �c^�c NX c^u. , �-c c c c^u^�cti�t^�c^ ©2012 National Notary Association•NationalNotary.org• 1-800-US NOTARY(1-800-876-6827) Item#5907 City of Huntington Beach 2000 Main Street o Huntington Beach, CA 92648 (714) 536-5227 e www.huntingtonbeachca.gov office of the City Clerk I7,19U9�. . t Joan L. Flynn, City Clerk September 22, 2014 Southwest Pipeline & Trenchless Corp. 22118 South Vermont Ave. Torrance, CA 90502 RE: FY 2013/14 Sewer Rehabilitation Project/Various Locations—CC-1478 Enclosed please find your original bid bond for CC-1478. Sincerely, 0 Joan L. Flynn, CMC City_Clerk J F:pe Enclosure Sister Cities: Anjo, Japan 0 Waitakere, New Zealand } .GEIVED SOUTHWEST PIPELIN 0 P� } & THE NCH LESS CORP: 7•.r.5 ..CITY cL RK CIT-Y OF 22118 South Vermont Ave f{�1NT'iNG TOPS gA Cii Torrance,CA 90502 Telephone:(310)329-8717 Fax:(310)329-0981 License#773862-A Sealed Contractor's Proposal for the construction of: FY 2013/14 SEWER REHABILITATION PROJECT From Various Locations CC No. 1478 City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 City Clerk's Office, 2"d Floor - Bid Opening: JULY 10, 2014 at 2:00 PM SECTION C PROPOSAL for the construction of FY 2013/14 SEWER REHABILITATION PROJECT from PROJECT LIMITS CC No. 1478 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 60 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-t _I 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 Bidder's Bond in the amount Of 10% 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 Na Date Received Bidder's S' ature 1 7-1-2014 C-2 i SECTION C PROJECT BID SCHEDULE FY 2013/14 SEWER REHABILITATION PROJECT CC-1478 BID ITEMS f Item Description Quantity Unit Unit Cost Total Cost No. (Extension) 1 Mobilization/Demobilization 1 LS $?1 SV0 2 Furnish Traffic Control 1 LS $ y1CV0.00 CK' 3 Cleaning and preliminary video inspection of 8"sewer main 25 including tree roots and calcium removal 5351 LF 5, 4 Cleaning and preliminary video inspection of 10"sewer main including tree roots and calcium removal 1235 LF $2 $ 3.3QfEi, 5 Install liner and post video inspection of 8"sewer main 5351 LF $ �� $ S 6 Install liner and post video inspection of 10"sewer main 1235 LF $ 33,"u $ O -4-55''0° 7 Grind and re-open sewer service lateral 148 EA $ C� 00 $ T, L100 ©y Construct point repair of major offset joint at Brookhurst St on line A14 of exhibit per Point Repair Detail in specification and HB Std. Plan 503. Item includes all appurtenances including 8 but not limited to pipe, bedding,couplings,temporary bypass pumping and collection,encasement,aggregate and base asphalt concrete to match thickness in kind,and any other C� O� U U item required to complete repair. 18 LF $ TOTAL BID AMOUNT (BASIS OF AWARD) $ 2� � l ou TOTAL BID AMOUNT IN WORDS: o 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. Did Name and Address of Subcontractor State Class Dollar %of Items) License Amount Contract Number SN 0 2S 1 �,- ,V A- 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 9/7/14 ,at Torrance CA Date City Stale Robert Bolger , being first duly sworn, deposes and says that he or she is Secretary of Southwest Pipeline&Trenchless Corp.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, finther, 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 Southwest Pipeline&Trenchless Corp. Name of Bidder Signature ofBidde 22118 S.Vermont Ave., Torrance, CA 90502 Address of Bidder C.a Jurat State of California County of Los A na e3eS Subscribed and sworn to (or affirmed) before me on this r4 0, day of S`1N1 20 14 by Qoioev+ Ra1aey proved to me on the basis of satisfactory evidence to be the person who appeared before me. Signature (Notary seal) GREGORY RAY RODRIGUEZ JR. COMM.#1973481 W Notary Public-California 9 m LOS ANGELES COUNTY to Comm.ExP.Mar.29,2016 OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM The wording of all Jurats completed in California after January I,2008 must be in the form as set forth within this Jurat.There are no exceptions.If a Jurat to be completed does not follow this form, the notary must correct the verbiage by using a jurat stamp containing the correct wording or attaching a separate jurat farm such as this one which does contain proper wording. In DESCRIPTION OF THE ATTACHED DOCUMENT addition, the notary must require an oath or affirmation from the document signer regarding the truthfulness of the contents of the document. The document must be signed AFTER the oath or affirmation.If the document was (Title or description of attached document) previously signed,it must be re-signed in front of the notary public during the jurat process. (Title or description of attached document continued) a State and County information must be the State and County where the document signer(s)personally appeared before the notary public. Number of Pages Document Date ^ Date of notarization must be the date that the signer(s)personally appeared which must also be the same date the jurat process is completed. o Print the name(s)of document signer(s)who personally appear at the time of notarization. (Additional information) o Signature of the notary public must match the signature on file with the office of the county clerk. o The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.If seal impression smudges,reseal if a sufficient area permits,otherwise complete a different jurat form. Additional information is not required but could help to ensure this jurat is not misused or attached to a different document. Indicate title or type of attached document,number of pages and date. o Securely attach this document to the signed document 2008 Version CAPA v1.9.07 800-873-9865 www.NotaryC]asses.com 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 2013/14 SEWER REHABILITATION 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 insiniction, 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. Southwest RUeline&Trenchless Corp. Contractor Zf By Robert Bolaer-Secretary Title Date: 7-9-2014 C-S 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? O 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. 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. Southwest Pipeline&Trenchless Corp. Contractor By Robert Bolger-Secretary Title Date: 7-9-2014 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Southwest Pipeline&Trenchless Corp. Bidder Name 22118 S.Vermont Ave. Business Address Torrance California 90502 City, State Zip ( 310 ) 329-8717 Telephone Number 773862 A State Contractor's License No.and Class 1-21-2000 Original Date Issued 1-31-2n16 Expiration Date The work site was inspected by Dan McCoy of our office on 6-30 .2014_. The following are persons,firms,and corporations having a principal interest in this proposal: Justin Duchaineau-President Robert Bolger-Secretary C-8 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. Southwest Pipeline&Trenchless Corp Company Name Signature of Bidder Robert Bolger Printed or Typed Signature Subscribed and sworn to before me this 9th day of July ,20 L4. ._., GREGORY RAY RODRIGUEZ JR. COMM.#1973481 OW Notary Public -California ns to LOSANGELESCOUNTY i• My Comm.Exp.Mar.29,2016 NOTARY PUBLIC LV NOTARY SEAL 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 ereater in nublic riebt-of-way. Sanitary sewer lift stations of similar size, project work within public streets, an area containine high around water and pipeline construction in hieh around 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. City of San Diego 1200 Third Street,San Diego CA 92101 Name and Address of Public Agency Name and Telephone No. of Project Manager: Jim Haghgouy $8,334,612.00 Install CIPP Liner January,2010 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Pipeline Rehabilitation Package F-1 Rehabilitate 118,675 LF of 6"-21"Dia Sewer Main using CIPP and Installation of Service Later Connections (Top Hats) 2 City of Santa Barbara 630 Garden Street Santa Barbara,CA 93102 Name and Address of Public Agency C-9 Name and Telephone No. of Project Manager: Roger Rodefeld $1,476,829.00 Install CIPP Liner April,2012 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: wastewater Main Rehabilitation FY 11 Rehabilitate 41,442 LF of 8"and 12"Dia Sanitary Sewer including installation of service lateral connections (Top Hats) 3 City of San Diego 1200 Third Street,San Diego CA 92101 Name and Address of Public Agency Name and Telephone No.of Project Manager. Jim Chong $3,161,484.00 Install CIPP Liner May,2014 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Rehabilitate 30,621 Lf of 8"Dia Sanitary Sewer including installation of Service Lateral Connections(Top Hats) SEE ATTACHED LIST OF COMPLETED PROJECTS C-10 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. I• Daniel McCoy Jr. Name of proposed Project Manager Telephone No. of proposed Project Manager: 310.329.8717 ext. 107 Pipeline Rehabilitation Phase F-1 $8,334,612.00 Rehab 104,604 LF of 8",10"12"Dia Sewer using CIPP 1-2010 Project Name&Contract Amount Type of Work Date Completed Pipeline Rehabilitation Phase H-1 $5,433,917.00 Rehab 34,770 LF of 6"-15" Dia Sewer using glEP 6/2012 Project Name&Contract Amount Type of Work Date Completed Pipeline Rehabilitation J-1 $3,193.079.00 Rehab 47,668 LF of 8"and 10"Dia Sewer using CIPP 2/2011 Project Name&Contract Amount Type of Work Date Completed 2• Edward WnrintIP7 Name of proposed Superintendent Telephone No.of proposed Superintendent: 310-261-0761 Pipeline Rehabilitation Phase F-1 $8,334,612.00 Rehab 104,604 LF of 8",10"12"Dia Sewer using CIPP 1-2010 Project Name&Contract Amount Type of Work Date Completed Pipeline Rehabilitation Phase H-1 $5,433,917.00 Rehab 34.770 LF of 6"-15"Dia Sewer using CIPP 6/2012 Project Name& Contract Amount Type of Work Date Completed Pipeline Rehabilitation J-1 $3,193,079.00 Rehab 47,668 LF of 8"and 10"Dia Sewer using CIPP 2/2011 Project Name& Contract Amount Type of Work Date Completed C-11 JSOUTHWEST PIPELINE & TRENCH LESS 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 adoption of the following resolution as the act of the Board of Directors of the Corporation RESOLVED,that Justin P.Duchaineau is authorized as President/Treasurer 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 behalf of Southwest Pipeline and Trenchless 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 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 behalf of Southwest Pipeline and Trenchless Corp.This resolution is effective on January 5,2012 and will remain in full force and effect for pertinent documents signed hereafter. o Colich,Member of Board of Directors ��n T.Colich,Member and of Directors 22118 South Vermont Ave.Torrance,CA 90502 Phone(310)329-8717,Fax(310)329-0981 ,,- License No. A-773862-,, City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER ONE for FY 2013/14 SEWER REHABILITATION PROJECT C.C. No. 1478 July 1, 2014 Notice To All Bidders: Please note the following clarification to the Project Plans, Specifications, and Special Provisions: 1. In Section E of the Project Specifications, replace the section 500-1.1.4 Cleaning and Preliminary Inspection with the following: 500-1.1.4 Cleaning and Preliminary Inspection. Preliminary closed circuit television (CCTV) and pipeline cleaning shall be performed prior to to any rehabilitation. The Contractor shall protect manholes to withstand forces generated by equipment, water, and air pressure. After cleaning, the Contractor shall also confirm the inside minimum and maximum size (diameter and/or configuration) of the pipeline. The Contractor shall be responsible for the removal of debris from the pipeline and restore the pipeline to a minimum o 95 percent of the original diameter or area, as sown on the Plans or in the Specifications. Pipeline debris as describe as, but is not limited to, calcium deposits, sludge, dirt, sand rocks, grease, roots, and other solid or semisolid materials. Refer to 500-1.2, Pipeline Point Repairs, for the removal of obstructions. [Delete the second paragraph and replace with the following:]. The Contractor shall use High-Velocity Hydraulic (Hydro-Cleaning) Equipment(per(b))to clean the pipelines and root cutters or porcupines attached to the winches for calcium and tree root removal. The Contractor shall assume that most pipes require normal cleaning (at a minimum three passes) with Hydro-Cleaning Equipment and others will require extensive cleaning (at a minimum three passes)with additional use of root and calcium removal equipment. CCTV inspections are available to Contractor for viewing of existing conditions at the project locations. Contractor can view videos through by downloading files through Agency Advertised project link at: http:Nwww.ebidboard.com/public/proiects/showproiect.asp?mbra uid=(167CB833-B305-40F6- B121-1 F1 D482930F51&projectauid={72123768-15E9-4139-AAD4-F5FDF34FB7FC} 1 r, The cost of all cleaning and any required root and calcium removal necessary for lining the pipe shall be included in the bid items for"Cleaning and preliminary video inspection of 8" and 10" sewer main including tree roots and calcium removal" and no additional compensation shall be allowed. [Delete the last paragraph and replace with the following:]. The Contractor shall use a vacuum truck or approved equal to pick- up all debris before it can continue down stream. The Contractor shall dispose of all debris removed from the pipeline, in accordance with current applicable regulations. Any hazardous waste material encountered during the project shall be considered as a changed condition. Refer to 3-4. It is the responsibility of the Contractor to take adequate measures to insure that no debris is allowed to enter the District's trunk sewer. If at any time debris does enter the District's trunk sewer, the Contractor shall clean the trunk sewer to a point downstream as determined by and to the satisfaction of the District. All costs of debris removal and cleaning of the District's trunk sewer shall be bome by the Contractor and no additional compensation will be allowed therefor. Bids will be publicly opened in the Public Works Conference Room on the 1st floor of City Hall, located at 2000 Main Stree4 Huntington Beach, CA 92648. This is to acknowledge receipt and review of Addendum Number One, dated July 1, 2014. Southwest Pipeline&Trenchless Corp. Company Name t3y 7-1-2014 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. -2- 11707 North Freeway,Suite 490 Houston Texas 77060 ?S 1-874-0111 National Liner, L.L.C. 8t1F]b547-42358744.3,33 ax June 2, 2009 Re: Submittals for National LinerTM Certification Of Compliance To Whom It May Concern: The following is in support of qualification and to certify compliance with the requirements for the installation of Cured-In-Place Pipe(CIPP) utilizing the National Liner CIPP rehabilitation process. The National Liner CIPP product is designed via the requirements of ASTM F-1216 and the installed product fully exceeds all the requirements of ASTM F-1216, including approval and compliance to Greenbook Standard Specifications for public works construction. The formulation of the liner has not changed since the initial pickle jar tests were performed for Greenbook approval. National Liner, L.L.C., Licensor of the National Liner CIPP process is one of the major installers of CIPP in the U.S. and Canada, through its approved network of licensees. The National Liner process has been used to install over 11,000,000 feet since we began operations in 1994. Our projects have ranged from six-inch(6)diameter linings to eighty-four inch(84)diameter linings including reservicing thousands of laterals. j Southwest Pipeline& Trenchless Corp.,our authorized licensed installer, has fulfiller) all necessary training requirements to be proficient in the installation of National Liner CIPP product. AOC L704 isophthalic resin or AOC L010 vinyl ester resin used with Applied Felt Inc, polyester felt liners are the components for manufacturing National Liner CIPP, The resin is specifically formulated for use in rehabilitation of sewer lines and has excellent corrosion and chemical resistance_ The quality control programs in place at every AOC manufacturing facility have been certified as meeting ISO 9002 standards. In addition, Applied Felts lining materials fully meet the requirements of Section 5.1 of ASTM F12I6. Applied Felts operate quality systems complying with ISO 9002 and all materials are tested to ensure suitability to CIPP applications. Each liner is typically tested in 28 different ways allowing for traceable test data for any particular liner, National Liner, L.L.C. warrants all lining materials for use in the installation of National Liner CIPP to be in compliance with owner specifications as it applied to mainline lining, The warranty period is five years from acceptance by the owner. National 00Linerp In summary, National Liner, L.L.C. looks forward to supplying a commercially acceptable CIPP rehabilitation technology we are very proud of: Regards, Ra . Pavlic Director of Marketing Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project: Project CCNo.1478 e Lois on. Various National Liner Owner: City of Huntington Beach Line Segment(s): CIPP Design Assumptions: 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= a Ovality of host pipe(%) q= 2.0 Default value is 2%;range=0%-10% Slope of host pipe(ftfft) S= 0.000 Host pipe Manning's roughness(dimensionless) nl= 0.015 varies from 0.013-0.030(dependent on existing pipe material,geometry.diameter and condition) CIPP Manning's roughness(dimensionless) of= 0.010 vanes from 0.009-0.013 Constrained soil modulus of native soil in the pipe zone(psi) M,e= 1,000 See table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M45.Second Edition Cohesive Native Soils O �CAESSI��''77��4 Granular Native Soils Unconfined compressive M„ strength(q.) �E Y A. Bloirstft(per ASTM Description D1586) Description tons75f kPa psi kPa GO >0-1 very,ve loose >0-0.125 0-13 very.ve soft 50 0.3 w C058238 trn 1-2 very loose 0.125-025 13-25 very soft 200 1.4 Of 'O 2-4 0.25-0.50 25-50 soft 700 4.8 FXI'6130116 4-8 loose 0.50-1.0 50-100 medium 1.5002203 f 8-15 s ct 1.0-2.0 100-200 stiff 3.00015-30 co ct 2.0-4.0 200-400 stiff 5.000530-50 dense 4.0-6.0 400-60o hard 10,0000 OF C>50 very dense >6.0 >600 very hartl 20,0000 Flexural modulus of Eelasticity of CIPP,initial(psi) E= 250,000 Minimum value is 250,000 psi per ASTM F1216 g-A. S I MS ENGINEERING, INC. Long-term retention of mechanical properties(%) 50% Default value is 50% Flexural modulus of elasticity of CIPP,long-term(psi) EL= 125,000 Determined from long-term retention% /�/� Design safety factor N= 2 Default value is 2.0 4 Unit weight of soil(pcp 6,= 120 Apples to fully deteriorated designs only FIG 1 O F 4 Unit weight of water(pcf) 6.= 62.4 Depth of cover(ft) H= 10.0 Measured from ground surface to top of pipe Height of groundwater(ft) H..= 7.0 Measured from top of pipe:Note:ff water table is below top of pipe,input a negative nurnber! Internal vacuum pressure(psi) Pr= 0.0 Default value is 0 Internal pressure(psi) P= 0.0 Pressure pipe appicabons only! If no pressure,input 0 Diameter of hole or opening in original pipe wall(m) of= 0.0 Pressure pipe applications only! If no pressure,input 0 Poisson's ratio of CIPP v- 0.30 Average value for CIPP per ASTM F1216 Flexural strength of CIPP,inibat(psi) al= 4,500 Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,long-term(psi) aL= 4.500 Determined from big-term retention% Tensile strength of CIPP.initial(psi) o"1= 3,000 Pressure pipe applications only! Tensile strength of CIPP,longterm(psi) otL= 750 Determined from big-term retention% Enhancement factor(dimensionless) K= ZO Minimum value recommended per ASTM F1216 Surface live loading condition H2O H2O.E80 or airport H2O Calculations IHlahwav Loads) Impact factor for traffic bad(dimensionless) 4= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed bad area over pipe at depth H(ft') A,: 5174 See table and figures below Total applied surface wheel bad(b) PLw= 48 000 Based on critical loading configuration(see table below) H2O live bad transferred to pipe at depth H(psi) wLx= 0.6 vk=(P'Id/(144'ALL) Critical Loading Configurations for H2O loads r AASHTO Condltlon N,ft -Ibs ALL, 1 H<1.33 16 000 0.83+1.75H 1.67+1.75H 2 1.33 s H<4.10 1 1.75 5.67+1.75H 3 4.10 5 H 1 48.000 4.83+1.75H 5.67+1.75H AIIWfLure Arm G •`nN i.-A,ra O'urr � ---Wial1�Ma WAwI laM A,ra ♦6�\`- ?r'7�. � �•^}.AIj i wMrt LaM Ana `61�� � "'.,� \"b,r �a \h61 inn A.w /t a'• S mnnYwn,l Lo,e Afe Condition 1.Distributed Load Area-Single Dual Wheel Condition 2.Distributed Load Area-Two H2O Trucks Passing Condition 3.Distributed Load Area-Atemate Loads in Passing Mode E80 Calculations IRallwav Loads) E80 live bad transferred to pipe at depth H(psi) wLa= 0.00 from graph below E80 Live Loads on Pipe histalled Under Railroads (From Concrete Pipe Handbook,5th Edition) O O O o 0 O O O O O 0 0 0 4 O O O O 0 0000 0000 c 0000 00c= 8t=L 1b per 0 0000 00000 0000 0000 0 35 [in o_ 25 a 20 = E2.=3Z40�-- 2 z 15 .+ ... .� .. ... .L.. a= 0 8' 5'5'5' 9' S'6'5' 8' 8' 5'5'5' 9'5'6'5'5' c n 0 U a 0 10 20 30 Figure 4.30. Spacing or Wheel Loads Per Axle for a Unit Load(psi) Cooper E SO Design Loading. x CIPP Design Template 7/92014 NEK r 16 Airport Loads Modulus of elasticity of concrete(psi) E.= 4,000,000 default value is 4,000,000 Poisson's ratio of concrete(dimensionless) It= 0.25 default value is 0.15 CALIFORNIA BEARING RATIO.CBR Modulus of subgrade reaction(b/in) It= 250 see adjacent figure 78 9 IP5 20 30 40 50 60 7080 Thickness of concrete pavement(in) h= 12 Depth of cover,top of pipe to bottom of slab(it) H= 9.0 UNIFIED SOIL CLASSIFICATION so I Horizontal distance from pipe centerline(it) X= 0 assumed=0(worst case) CmPt of E.G.-U.S.Army and Radius of stiffness of Ste rigid pavement(it) P,= 3 Eh� U.S.Bureau of Redametien R,_ yy 121-p� Wheel bad(bs) b AASHTO SOIL CLASSIFICATION FMeral Highway Ad--1,.t- ' Worst-case loading scenario is Ica 2 bads spaced D.BR,apart and is calculated below, alternate loading conditions,see Concrete Pipe Handbook.5th Edibbn xi Pressure Coefficient(C)for X/Rs=0 2 IaadF 0.2 Rj alum FEDERAL AVIATION AGENCY aw Se;l Cl-liuhon 0.25 _.___ _..... aria of pipe .. y=-0.DOOS.�-0.010le-0.0756x+0.2182 0.2 - M XX�015 RESISTANCE VALUE,R 01 -- -- .- MODULUS OF SUBGRADE REACTIOO N,k,rr pint inch " ae no :o• � ro teo .ee aoo re tea am 0.05 - ---- FIRta� 2.75a BEARING VALUE.pill L C r 0.074 (30'M m Wm bin .diaeter ,0. .Mix",.1 D 0 _ 4 6 8 10 GLWOBMMK"IM6 RATIO,COR HIRs R • • • •■ is r r r rnrrN Airport live bad transferred to pipe at depth H(psi) wu= 0.00 Ntw=CP1R,2 Wall Thickness Design Partially Deteriorated Gravity Pipe Condition CI _ 1-q/100 Ovality reduction factor(dimensionless) C= 0.84 lh+q/100F External hydrostatic pressure from groundwater(psi) Pam= 3.32 P.=yr(H„+D/12y144 0 Minimum thickness required.hydrostatic buckFng t,= 0.13 in I,- ASTM F1216,Equation X1.1 = 3.21 mm ( 2KErC l I I _ "N"(P+P) I+ Mhrhinum thickness required.ovakty check t_= 0.05 in 1.5 L 4 II 1+-9- SDR2-0.5. I+S SDR- " -0 ASTM F1216.Equation X1 2 = 1.36 mm 100 l 1001 100) P N SOR2= 150 If P.=0.default SDR=100 Quadratic factors for Eq.X12 a= 0.0306 used to solve for SDR2 and t2: b= -0.510 c= -677.258 Fully Deteriorated Gravlfy Pipe Condition Total live load transferred to pipe at depth H(psi)= W,= 0.64 From live bad cabWebons Water buoyancy factor(dimensionless) R„= 0.77 R„=1-0.33(H„)H)(min.value=0.67) Note:R H„<O,use Ham=0 in this calculation Total external pressure on pipe(psi) q,= 10.37 4=0.433H.+cO HRa/144+W, Note:R H„<0,use H„=0 In this calculation Coefficient of elastic support(in-b) B'= 0.324 B'=1/(1+4e°A) 1 See Note X1.3 regarding use of tunnel load Minimum thickness required,Luscher'sbucklingh t qu e equation t,= 015 m t=( (N4r�'Dt'I2 1 ASTMF1216.EquationX1.3 = 3.73 mm l32•k-B'-M.•E,•CJ Minimum thickness required,pipe stiffness L,=r 0.13 in 3.35 mm t-D/(EA.093.12)r ASTM F1216,Equation X1 4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure to, in h=D/([old?{5.33vr1PN)]'r'+1) ASTM F1216.Equation X1.6 In spanning across any toles in the original pipe wad d1D= 0.00 if d1D-1.83{t M)".ASTM F 1216.Equation X1.5.then finer is in ring tension or hoop stress 1.83(ta,/D)1Q= 0.00 and fully deteriorated pressure pipe condition applies(ASTM F1216.Equation X1.7) Mmimum thickness required by design check tarp- 0.GO in 0.00 min Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all extemal tom= 0.00 in ty1=Ol((2on/PN)+2) ASTM Ft 216,Equation X7.7 bads and the full internal pressure = 0.00 min CIPP Wall Thickness Design Summary Host pipe condition Fully Deteriorated CIPP end use application Gravi Fbw CIPP outside diameter(lost ppe inside diameter) D= B In Minimum CIPP thckness cabuiated I-= 0.15 in Greatest value calculated from ASTM F1216 Equations X1.1,X12,X1.3 and XI 4(gravity flow)or 3.73 min greatest of XI 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 t-P= 4.5 mm Rounded up to the nearest 1.5 min to reflect standard CIPP thicknesses supplied SDR= 45 SDR=DR Maximum recommended SDR for CIPP is 100 per ASTM F1216 nek bas DESIGNED BY CHECKED BY page 2 of 2,719/14 CIPP Design Template 7h92014 NEK Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project Project CCNo.1478 National O Liner` Location: Various Owner: City of Huntington Beach Line Segmengs): CIPP De-'--A ----bDns: 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= 10 Ovality of host pipe(%) q= 2.0 Default value is 2%,range=0%-10% Slope of host pipe(fttft) 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) n,= 0.010 vanes from 0.009-0.013 Constrained soil modulus of native soil in the pipe zone(psi) M,,,= 1,000 See table below for recommended values From Table 5.6 of AWWA Manual of Water Practices M45,Second Edition Cohesive Native Soils Granular Native Soils Unconfined compressive M,,, strength(q.) Blowslft(per ASTM Description D1586) Description tortslsf kPa psi kPa .., >0-1 ., vim_very loose >0-0.125 _ _0-13 ver�r_very.soft_ 50 0.3 1-2 _very loose 0.125-0.25_,-._.._13-25 very soft____ 200 1.4 2-4 0.25-0.50 25-50 soft 700 4.8 4-6 loose 0.50-1.6 50-100 medium 1,500 10.3 8 15 _ slrgh 1.0-2.0 100 200 stiff_.,.,,,,,..__.__3_000 207 --... .... _....... ----... .._.. _�- 15-30 cortf 2.0-1.0 200-400 very_stiff__ 5,000 34.5 30-50 ,_-__dense_ 4.0-8.0 400-600 hard_._„__.._. 10,000..,._ 69.0 >50 verydense >8.0 >600 very hard 20,000 138.0 Flexural modulus of Eelasticity,of CIPP,initial(psi) E= 250,000 Minimum value is 250,000 psi per ASTM F1216 Long-tens retention of mechanical properties(%) 50% Default value is 50% Flexural modulus of elasticity of CIPP,long-term(psi) EL= 125.000 Determined from long-term retention% Design safety factor N= 2 Default value is 2.0 Unit weight of soil(pcf) 6,= 120 Applies to fully deteriorated designs only Unit weight of water(pcf) b„= 62.4 Depth of cover(ft) H= %0 Measured from ground surface to top of pipe Height of groundwater(ft) H.= 7.0 Measured from top of pipe.Note:If water table is below top of pipe,input a negative numberl Internal vacuum pressure(psi) P„= 0.0 Default value is 0 Internal pressure(psi) P= 0.0 Pressure pipe applications only' If no pressure.input 0 Diameter of hole or opening in original pipe wall(in) d= 0.0 Pressure pipe applications only; If no pressure.input 0 Poisson's ratio of CIPP v= 0.30 Average value for CIPP per ASTM F1216 Flexural strength of CIPP,initial(psi) a,= 4,5W Minimum value is 4,500 psi per ASTM F1216 Flexural strength of CIPP,long-term(psi) aL= 4,500 Determined from long-term retention% Tensile strength of CIPP,initial(psi) at= 3,000 Pressure pipe applications only! Tensile strength of CIPP,long-tern(psi) aTL= 750 Determined from long-term retention% Enhancement factor(dimensionless) K 7.0 Minimum value recommended per ASTM F 1216 Surface live loading condition H2O H2O,E80 or airport H2O Calculations(Hiahwav Loads) Impact factor for traffic load(dimensionless) 1,= 1.0 From AASHTO Standard Specifications for Highway Bridges,12th Edition Distributed load area over pipe at depth H M2) A_= 517.4 See table and figures below Total applied surface wheel load(Ib) Pew= 481b0 Based on critical loading configuration(see table below) H2O live load transferred to pipe at depth H(psi) wL„= 0.6 w'L_(P 1,)/(144 AL) Critical Loading Configurations for H2O loads per AA HTO) Condition H,R P,Ibs ALL, 1 H<1.33 16 000 (0,83+1.751-1 1.67+1.75H 2 1.33 s H<4.10 32,000 0.83+1.75 5.67+1.75H 3 1 4.10 s H 48,000 (4.83+1,75H)(5.67+1.75H) whool Lose Arm wheal Laid A« o ya /lent .. pn• �o w \� whr w.e Mw t'arrrl Lei Mee oar lase Min \e1 4411. tr sm+eoud Lae Aw / n. N fL 0-h-dL1edA- y/r- Condition 1.Distributed Load Area-Single Dual Wheel Corditn 2.Distributed Load Area-Two H2O Trucks Passing Condition 3.Distributed Load Area-Alternate Loads in Passing Mode E80 Calculations(Railway Loadsl E80 live load transferred to pipe at depth H(psi) wu 0.00 from graph below E80 Live Loads on Pipe InstaOed Under Railroads (From Concrete Pipe Handbook 5th Edition) o 0000 0000 0000 0000 0 0000 09SSS 0000 00008000 lb per 0 0000 00000 0000 0000 ° 35 0 000o NN o 0000 0 30 25 i 20 -- --___y-'_-22551r(aQ'27.469 °e 15 .-. w. . .i. ..(. = 15 -- 8' 5'5'5' 9' 5'6'5'•8' 8'5'5'S' 9'5'6'5'5' •a 0 - >o n -- U a 0 10 20 30 ° Figure 4.30. Spacing o1 Wheel Loads Per Axle for a m Una Load(psi) Cooper E 80 Design Loading. 'o x CIPP Design Template 7172014 NEK 1 •� AirVmd Loads Modulus of elasticity of concrete(psi) E�= 4.000,000 default value is 4,000,000 Poisson's ratio of concrete(dimensionless) p= Q15 tlefault value is 0.15 CALIFORNIA BEARING RATIO,CBR Modulus of subgrade reaction(lb/in') k= 250 see adjacent figure 2 3 4 5 6 7 8 sic 15 20 25 W3 40 W 00 7099 Inc Thickness of concrete pavement(in) h= 124. Depth of cover,top of pipe to bottom of slab(ft) H= 9.D UNIFIED SOIL CLASSIFICATION Horizontal distance from pipe centerline(ft) X= 0 assumed=0(worst case) Corps of Engineers U.S.Army and 3 U.S.Bureau of Reclamation Radius of stiffness of the rigid pavement(ft) R.= 3 27 R,_+1 Ehpz Wheel load(lbs) Pam,= 16,000 AASHTO SOIL CLASSIFICATION Federal Highway Admininretion Worst-case loading scenario is for 2 loads spaced 0.8R,apart and is calculated below. _For alternate loading conditions,see Concrete Pipe Handbook.5th Edition Pressure CasNldant(C)for XIRs-0 2 loads 0.8 Rs - -- pert>Vong FEDERAL AVIATION AGENCY axis of pipe Soil Cleaifiation 0.25 _ Y= 0.0o05x'+0.0101x'-0.0756x+0.2162 - - l 0.2 H X 0.15 -------__._ RESISTANCE VALUE,R f0 p U 0.1 - -------- MODULUS OF SUBGRADE REACTION,k,psi per inch i.. ao re i goo a goo •oo ees 0.05 ._... _.__. H1R,= 2.756 BEARING VALUE,psi C= 004 (30-in.r8ametw plate,O.I�n.deflection) » » e p 0 2 4 6 8 10 GLIFORNIA BEARING RATIO,cBR Hms a r0 r0 p p a0 Airport live load transferred to pipe at depth H(psi) w,= O 0-0--7 wu=CP/R,1 Wall Thickness Design Partially Deteriorated Gravity Pipe Condition a _ 1-q/100 Ovahty reduction factor(dimensionless) C= 0.84 C [1+q/100f External hydrostatic pressure from groundwater(psi) P.= 3.39 P.=-f.(H„+D/12)/144 D Minimum thickness required,hydrostatic buckling t,= 0 i6 in 4= S ASTM F1216,Equation X1.1 4.04 min 2-K-Er C +1 [�-uzj-N-(P+P), J Minimum thickness required,ovality check ta= 007 in 1.5 Q .I 1+ Q �•SORr-0.5-11+ 4 -SOR-==0 = 1.72 mm 100 100 111 too P.N ASTM F1216,Equation X1.2 SDR2= 148 H P„=0,default SDR=100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SDR,and tt. b= -0.510 c= -662.848 Fully Deteriorated Gravity Pipe Condition Total live load transferred to pipe at depth H(psi)= W,= 0,64 From live load calculations Water buoyancy factor(dimensionless) R.= 0.77 Rw=1-0.33(H„/H) (min.value=0.67) Note:N Fl.<0,use H.=0 in this calculation Total external pressure on pipe(psi) qr= 10.45 q,=0.433H„+ab,HR,1144+W. Note:N H„<O,use H.=0 in this calculation Coefficient of elastic support(ir0b) B'= 0.324 B'=1/(1+4a Q-) 1 See Note X1.3 regarding use of tunnel load Minimum thickness required,Luschets buckling equation t'= Q18 in D 12 ASTM F1216,Equation X1.3 469 Imm r-�32 R. H Mom, E, C Minimum thickness required,pipe stiffness to= 0.16 in = 418 Imm t=0/(E/0.093 12)"a ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand internal pressure It,=MOOD in to=D/(((Did)r(5.3&at/PN)j"'+1) ASTM F1216,Equation X1 6 in spanning across any holes in the original pipe wall dID= N d/D>1.83(VO)",ASTM F1216,Equation X1.5,then liner is in ring tension or hoop stress 1.83(tp,1D)-= and fully deteriorated pressure pipe condition applies(ASTM F1216,Equation X1.7) Minimum thickness required by design check tp,.,= in mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external tprz= 0.00 in tpn=D/((2 ar1/PN)+2) ASTM F1216,Equation X1.7 loads and the full internal pressure = 0 DO Imm CIPP Wall Thickness Design Summary Host pipe condition Fully Deteriorated CIPP end use application Grav Flow CIPP outside diameter(host pipe inside diameter) D= 10 in Minimum CIPP thickness calculated tc-= 0.18 in Greatest value calculated from ASTM F1216 Equations X1.1,X1.2,X1.3 and X1.4(gravity 4.69 mm flow)or greatest of X1 1,X1.2,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended t = 0.is in Based on a maximum SDR=100 4 69 imm Nominal CIPP thickness to be supplied to"= 6.0 mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRcipp= 42 SDR=Dn Maximum recommended SDR for CIPP is 100 per ASTM F1216 DESIGNED BY CHECKED BY CIPP Design Template 7/712014 NEK BOARD OF PUBLIC WORKS CITY OF Los AN G ELES DEPAR'POENT OF MEMBERS CALIFQRNIA PUBLIC WORKS aF` BUREAU OF VALER E LYNNE SHA'!v P ENGINEERING rig-IDEN'T 4. ELLEN STEIN ICE-PRESiOENT VITALY B.TROYAN7 P E. JANICc:WOGC CITY ENGINEER PRE610EN'PRO-rem RONALO LOW �4 t 650 SOUTH SPRING ST..SUITE 200 COMMISSIONER NDE LOS ANGELES.CA 90014.1911 ADRIAN.ARU8.ALCAVA K. HAHN COMMISSIONER GENERAL INFORNIATICN MAYOR Tel..213-9 8.8788 Fax:213-91J-02?8 JAMSEC ETARY ON May 30, 2002 Chris Scarratt Southwest Pipeline and Trenchless Corp. 539 West 140th St. Gardena, CA 90248 Dear Mr. Scarratt: Re: NATIONAL LINER CIPP FORMULATED WITH AOC L010-PPA VINYLESTER - CHEMICAL RESISTANCE TESTING W.O. BDO01595 Per our September 17, 2001 letter, this CIPP system satisfied chemical resistance testing We reviewed your May 28,2002 facsimile and concur with the proposed design values. This material is useable on City of Los Angeles projects on a Trial Demonstration basis. Trade Name: National Liner CIPP Approved Use. Sanitary Sewer and Storm Drain Pipe Rehabilitation Installation: SSPbtWC Section 500-1.4 as modified by Standard Plan S-610 Size Range., 4"to 80" Resin: Alpha Omens Cornirg.010-PPA vinylester Felt tube: Polyester felt coated with 15 mils polyurethane on the face exposed to flow, from ,National Envirotech Group Llc, 127G7 N. Freeway, Suite 545, Houston, TX 77060 Initial Flexural Modulus: 300,000 psi minimum 50-year Longterm Flexural Modulus: 75,000 psi minimum lnitial Tensile Strength: 4,000 psi minimum If you have any questions, please call me at (213)847-8781. jS -I ce relygh S. Lee, Group tvlanager (Design Standards and Investigations Group 650 S. Spring Street, Suite 400 Los Angeles, California 90014-1913 HSL:hl/natln12.wp6 cc: E. Decker, National Liner West, 539 West 140th St, Gardena, CA 90248 T. Gorman, (Materials Control - MIS 480 W. Lawson, VVCED - M/S 538 J. Ellison, EoD D. Li, SED E, Arrington, SED AN EQUAL, EMPLOYMENT OPPOPT JNTf- AFFIRMATIVE ACTION EMPLOYER o.: "?U01 w5 14-?9, DEPAR4 T. NT OF GENER.1,1, SERVICES I or 4 STAND.-� RDS DIVISION =.3:4 DORRIS PLAL:. YGF G LCS ANGZLES. CA 90051 tn�In�.r t3' D sl;Qn (:13) 485-::4: 'M rr. 14?v E 15 t FAX i:13? a85 5u-. A pyGlN�c"OF CESIGN css Ate 6cry CHEMICAL RESISTANCE TEST OF (NATIONAL LINER CURED IN PLACE PIPE "•t the rec,uest or the Bureau of Engineering, Structural Division and Major Sewe_ Engineering Division, cherical resistance and physical prcpert_es tests were conducted on a set o_ National Liner CLPP sewer pipe lining system Samples Project Title: National Liner Project 3V'o. : BD001593 Sake: U-Liner West Engi�^_ee=: Hugh Les / Jerry Ellison The sarnpLes were - tested for weight change and physical properties before and after exposure to chemical solut'• ons in accordance with the Standard Specifications for Public Works Construction 1997 edition, =sections 210-2 :"3 . 3.. Test results sheets are attached. 0, f;� C i=" ' S- 1 P • � - -- yo. �.4775 rm Papk n K. Hovasapian, i. o�x,). 2.31 al General Services/Standards. x \1 La`; Nc; 2001-51,1-293 page 2 or 4 � Re,�.: 8i9/2001 Chemical Resistance Test of RECEIVED National Liner CIPP SEP 0 5 2 101 ENGINEER OF OES,Gv A;E Ccnsutng S,--Mc4x Project Title: National Liner CIPP Project Number: B0001595 Engineer: Jerry Ellison Source: Alpha Owens Corning Date Received: 10/19/2000 Specification: SSPWC 210-2.3.3, 1997 Description: Vinylester L010-PPA Resin SOLUTION : :.:: 'RESClL2S; :' REQUIREMENTS GONDITIQNED.. CONDITIONED : . 1'lE1'-ftkA&dF=- . :_:_ _ WEIGHTCHANGE ._ :=Dayslmmersion _ _ Sulfuric Acid,20% 0.0664 0,0794 0.1685 0.1731 Sodium Hydroxide, 5% 0.0701 -0.1450 0.3183 0.5926 Ammonium Hydroxide, 5% 0.1002 -0.1474 . 0.2507 0.24 94 All Solutions Nitric Acid, 1% 0.1132 0,1527 0.271.0 - 0.2859 Ferric Chloride, 1% 0,1240 0,1623 0.2675 0.2956 and Periods Soap, 0.1% 0.1176 0.1596 0.2640 0,2800 Detergent, 0.1% I 0,1053 0.1557 0.2625 0.2791 ± 1.5% max 900, > 700ppm 0.1280 0,1530 0.2586 0.2841 9ieach, 14% 0.1154 0.1257 0.2393 0.2456 j_ Lab NO: 2001-514-293 page 3 of 4 Chemical Resistance Test of Naldonal L.Iner CIPP RECEIVED SEP 0 5 2001 ENGINEER OF DESIGN A/E CorzOt g Semcas Project Title: National Liner CIPP Project Number: 60001595 Engineer: Jerry Ellison Source: Alpha Owerns Corning Date Received: 10/19/2000 Specification: SSPWC 210-2.3.3, 1997 Description: Vinylester L010-PPA Resin SOLUTION - RESUL7S:,-'a;�.= - REQUIRE MENTS.. ARDNESS'CHaI>iGE -mazim'um 112'Da s=linmersion Sulfuric Acid, 20% Sodium Hydroxide, 5% -4 Ammonium Hydroxide, 5% Far. Nitric Acid, 1% 3 Ferric Chloride, 1% -4 Information Soap, 0.1 Detergent, 0.1% -4 0nly SOD, z=1 700PPrn -3 Bleach, 1% _ -2 - - PHYSICAL PROPERTY INITIAL.RESULTS Hardness, Shore 'D" 88 For Information . AST1W D2240 Only La'0 No: 200-1-51.4-293 page 44 of 4 Rev,: LL Chemical Resistance Test of RECEIVED SEP 05 2001 National Liner CTPP ENGINEER OF DESIGN A/E ConsuItIng Servfcas Project Title: National Liner CIPP Project Number: BDO01595 Engineer: Jecy Ellison Source: A# a Owens Coming Date Received: 10/1912000 Specification: SSPWC 210-2.3.3, 1997 Description: Vinylester L01 O-PPA Resin SOLUTION. RESULT&'' --EI6 rig Streng :pst - REQUIREMENTS '112 mersFbn 7 Sulfuric Acid, 20%, Type 1 5,926" AA Sodium Hydroxide, 5Y., Type 1 6,024 -- 1.4 Ammonium Hydroxide, 5%, Type 1 5,452 1.1 For Wrici Acid, 1Y." Type 1 -6,248 -- 1,14 "—, Ferric Chloride, I%, Type 1 '5.543 .1.2 Inforrndtidn Soap, 0.1%, Type 1 6,214 1.4 Detergent, 0.1%, Type 1 5.780 1.3 Only BOD, z? 700ppm, Type 1 5,759 1.2 Bleach, 154, Type 1 I 6,538 1.4 PHYSICAL PROPERTIES INITIAL'RESULTS ' Initial Tensile Strength,psi 6,173 For Information 1initial Elongation,.!4 1.3 Only ASTM F1216 TEST RESULTS ON 6mm FELT LAMINATE MADE WITH L010 PPA-38 VINYL ESTER RESIN ONE MONTH RESULTS AT 770F Febr ary 13,2001 REQtJRENMENTS PASS OR FAIL % ..................... CONTROL SANIPLE FLEXURAL STRENGTu, psi 8,331 . ................................................ ........... STANDARD DEVIATION 392 FI,EXI,jRAL MODULUS,psi503,608-— —------ STANDARD DEVIATION 483 TAP WATER FLEXURAL STRENGH,psi 7,580 STANDARD DEVIATION 699 %FLEXURAL STRENGTH. -ELATION 91 >80 PASS _-�i R.E'l FLEXURAL MODULUS,psi 481,86-2 .......................... STANDARD DEVIATION 19,013 %FLEXUARAL MODITI.J.JS RETENTION 96 >80 PASS 5%NITRIC ACID ................ FLEXURAL STRENGH,psi 7,049 STANDARD DEVIATION 5 72 %FLEXURA (3T L STRENH.,psi RETENTION 85 >80 PASS FLEXI.JRAL MODULUS,psi 497.305 STANDARD DEVIATION 18,329 %FLEXUARAL MODULUS RETENTION 99 >80 PASS ................................... ... ............... 10% PHOSPHORIC ACID FLEXURAL STRENGII,psi 7,997 STANDARD DEVIATION 50.6 ............................. %FLEXURAL STRENGTH,psi RETENTION 96 `>80 PASS FLEXt,TRAL MODULUS,psi 490,216 STANDARD DEVIATION 11,666 %FI,EXt)ARAI.MODOLIJS RLTENTION 97 >80 PASS ..........T ------ ........................... I 0'/o StiLFURIC ACID FLEXURAL STRENGH,.,p.si 7,474 STANDARD DEVIATION 718 %FLEXURAL STRENGTH,psi RETENTION 90 >80 PASS FLEXURAL NIODU' psi 498,191 STANDARD DEVIATION 24,292 %FLEXUARAL MODULUS RETENTION 99 >80 PASS ANI CO GASOLINE FLEXURAL STRE�jG LEX psi 9,061 ................... STANDARD DEVIATION 649 %FLEXURAL STRENGTH.psi RETENT ON 100 >80 PASS ................... FLEXURAL MODULUS; 500,498 STANDARD DEVIA,rION 11,527 ,o FLEXURAL MOI)L',I.,IJS RE fENTION 99 >80 PASS ........................ VEGETABLE OIL FLEXURAL STRENIGH,psi 7,662 ................... STANDARD DEVIATION , 422 %FLEXURAL STRENGTH,psi RETENTION 92 >80 PASS FLEXURAL MODULUS,psi 500,662 STANDARD DEVIATION 19,811 %FLEXUARAL MODULUS RETENTION 99 >80 PASS 0.1%DETERGENT FLEXURAL S'�MNNGH,p, ............ 7,375 STANDARD DEVIATION 396 %FLEXURAL STRENGTH,psi RETENTION 89 >80 PASS FLEXURAL MODULUS, )Si 479,946 STANDARD DEVIATION 21,600 %FLEXUARAL MODULUS RETENTION 95 >80 PASS ................. 0.1%SOAP _.._..._.I...... FLEXURAL STR.ENG!�, si 7,799 STANDARD DEVIATION 672 FLEXURAL STRENGTHi,psiRETENTION 94 >80 PASS FLEXURAL MODULUS,psi 480,732 STANDARD DEVIATION 825 %FLEXURALMODULLIS RETENTION 96 >80 PASS '[%e information contained in this data sheet is based on laboratory data andfield experience. We believe this information to be reliable,but do not guarantee its applicability to the user's process o, assurric any liability for occurrences arising out of its use. the user,by accepting the products described herein,agrees to be responsible for thoroughly testing any application before committing to production. Our recommendation should not be taken as inducements to infritwe any patent or viclate any law,safety code or insurance regulation. Vipel"'m La l a-PPA Series World Leader in&sin Technology Vinyl Ester Resin Product Information Vi wn'i el TM Vinyl Ester Based rnrrrwrr Resin for Underground Sewer Pipe Liners TYPICAL LIQUID RESIN PROPERTIES *(I) O-PPA-38 see back pa Nominal Viscosity @ 77°F/25°C.RVF Brookfield Spindle#4 @ 20 RPM,cps. 5000 Thix Index 2/20 4.3 Color Opaque Specific Gravity @ 77'F/25'C 1.07 Non-Volatiles,% 58 Gel L 140°Fwith DESCRIPTION (1.0%Di-(4-tert-butyl-cyclohexyl) The VipelT11'1 L010-PPA Series is a peroxydicarbonate and 0.517c bisphenol-A epoxy-based resin vinyl tort-butyl peroxybenzoate,minutes 38 ester resin dissolved in styrene. AOC's Pot Life C 770F/25(1C VlpelT't LOIv-PPA Series provides the (I%G Di-(4-tert-butyl-cyclohexyl) corrosion resistance,durability and tounh- peroxydicarbonate and+0.5% ness that is required for cured in place tert-butyl peroxybenzoate,hours 24 P PP pipe e applications. Refer to the AOC Corrosion Resistant Resin Guide forcor- rosion resistance information listed under TYPICAL CAST MECHANICAL PROPERTIES* Vi •F`v1F010 Test :Method FEATURES Tensile Stre.noth.PSUNIPa 13,800J95 ASTM D 638 Tensile Modulus,PSI/GPa 540,000/3.7 ASTNI D 638 Excellent catalyzed pat life Tensile Elon-ation,% 4.6 ASTM D 638 ■ Superior mechanical properties Flexural Strength,PSU IPa 22,0001151 ASTM.D I90 Flexural Modulus.PSUGPa 570,000Y3.9 ASTM D 790 BENEFITS Heat Distortion Temperature, llft °F/°C @ 264 psi 234/112 ASTM D 648 AQC's bVip lT`' 1_010-PPA Series Barcol Hardness 40 ASTM D 2583 molecular architecture provides an excellent balance of corrosion and `Typical properties are not t❑be construed as specifications, physical properties. a VipelTm LOIO-PPA Series Vinyl Ester Resin PERFORMANCE GUIDELINES ISO 9002 CERTIFIED A. Keep full strength catalyst levels be- The Quality Management Systems tween LO%-3.0%of the total resin weight. ate very AOC manufacturing facility have B. Maintaining shop temperatures be been certified as meeting 1S0 9002 tween 65'F/ 18'C and 90'F/32'C and hu- standards. This certification recognizes [ miditybetweenA(}°lcand90%will help the that each AOC facility has an interna- tionaEly accepted model in place for fabricator tnakeattightluality part.Consis managing and assuring quality. We tent shop conditions contribute to consis tent gel times. follow the practices set forth in this model to add value to the resins we make STORAGE STABILITY for our customers. Resins are stable for six months from date FOOTNOTES of production when stored in the original CI containers away from sunlight at no more The gel times shown are typical but may be than 70'F/2l'C. After extended storage, affected by catalyst, promoter and inhibitor some drift may occur in gel time. concentrations and resin, mold and shop tem- perature. Variations in gelling characteristics can be expected between different lots of During the hot summer months, no more catalysts and at extremely high humidities. than two months stability at 86 F/30 C Pigment and fillers can retard or accelerate should be anticipated. gelation. It is recommended that the fabricator check the gelling characteristics of a small SAFETY quantity of resin under actual operating condi- tions prior to use;. See appropriate Material Safety Data (2) Sheet for guidelines. Based on tests of VipelTM F010•CNT-17 at 73°F/23°C and 50%relative humidity.All thixo- tropic resins should be mixed well prior to use. The use of thixotropy degrades the corrosion performance of a resin in some chemical envi- ronments such as sodium chloride. All tests on unreinforced cured resin. Castings prepared us- ing 1.09b MF.KP,.0317o Cobalt 6%post cured 10 hours at 212"F/100'C using AOC test method X-12Ab. The information contained in this data sheet is based on laboratory data and field experience,We ® believe this information to be reliable,but do not guarantee its applicability to the user's processor assume any liability for occurrences arising out of its use.The user,by accepting the products 950 HIGHWAY 57 EAST described herein,agrees to be responsible for thoroughly testing each such product before committing toprcduclion. COLLIERVILLE, TN 38017 (901) 854-2800 Our recommendations should not be taken asinducaments 10 infringe any patent orviolato any law, safety code or insurance regulation. I r-Ax (901) 854-1183 www.aoc-resinG.com Pub. No. F-AOC-Vipe1T`t 1_010-PPP+.Series Copyright 0 1999. AOC L.L.C. Effective Date: July. 2001 Potential Test Laboratories Ramtech-14104 Orange Ave. Paramount, CA 90732 Signet- 1320 Simpson Circle,Anaheim CA 92806 Southwest Inspection- 441 Commercial Way, La Habra CA 90631 Southwest Pipeline and Trenchless Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Lining Projects List JOB# PROJECT NAME&LOCATION Total LF OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT AMOUNT START COMPLETE Vasilj,Inc.for the City of Hermosa Beach-Sewer 413 Re:City of Hermosa Beach-CIP Project 05-413-Sewer Improvements 1500 Improvements 6261480-1442 CIP 05-413 $ 86,310.00 07/2007 11/2007 1500 LF of 8' 15531 Arrow Highway,Irwindale CA 91706 Joe Vasilj 420 City of La Mesa Phase 2 Sewer Improvements 267 S.C.Valley Engineering Inc.for City of La Mesa 619/533-2366 $ 53,592.00 08/2007 10/2007 Rehab:approx.267 If of 6'Pipe w/CIPP P.O.Box 2848,El Cajon CA 92021 Sam CDM Constructors Inc.for City of San Diego 421 Repair Sewer Lines Base Wide Marine Corps Recruit Depots 20,473 MCRD 760/543-0129 N68711-05-4005 $ 92,984.00 6107 3/08 9220 Cleveland Avenue,Ste 100,Rancho Rehab:approx.20,473 1f,46 Spot Repairs&2 Top Hats Cucamonga CA 91730 Mike Bentz 7/08 423 City of Los Angeles-8'CIPP Lining @ 5th Ave.Los Angeles 259 Colich&Sons,L.P.for City of Los Angeles 310/217-2573 $ 9,799.00 07/2007 8/07 Rehab:approx.258.7 If of 8'Pipe w/CIPP 547 West 140th Street,Gardena CA 90248 Lonnie Watson 424 Relining of an 8'VCP sewer line in Hellman Avenue 1003 Cucamonga Valley Water District 909/987-2591 CP-665611 0 71 68 $ 34,102.00 07/2007 9/07 10440 Ashford Street,Rancho Cucamonga CA Rehab:approx.1,0031f of 8'VCP Pipe w/CIPP 91730 Brandon Yu 425 City of Los Angeles-Secondary Sewer Renewal Project(SSRP) 807 Prkacin for the City of Los Angeles 818/247-5163 W.O.SZC11581 $ 38,499.00 08/2007 9/08 H27C Cahuenga Terrace&Hollywood Blvd. 1153 Green Street,Glendale Ca 91205 Debbie Bermudez Rehab:8071f of 8'Pipe w/CIPP City of Glendale-Cerritos Ave 8 el Rito Ave Sewer and Street 426 Improvement Project 1320 Excel Paving for The City of Glendale 562/599-5841 $ 67,179.00 09/2007 6108 Rehab:approx.50H of 6'Pipe 8 1270'of 8'Pipe w/CIPP P.O.Box 16405,Long Beach,CA 90606-5195 Tom Floyd City of Los Angeles- N.E.Wilshire Area CSRP Unit 03-W.O. 429 SZC11302 Tomovich&Associates for the City of Los Angeles 562/699-3496 W.O.SZC11302 $ 112,494.50 7/08 9/08 Rehab:approx.2499 LF of 8'Pipe w/CIPP 2499 926 Durfee Ave.,El Monte, CA 91733 Luka Milosevich,Jr. City of Los Angeles-SSRP U04B Venice Blvd.&10 Fwy-W.O. 430 SZC11586 Prkacin Company for the City of Los Angeles 818/247-5163 W.O.SZC11586 $ 204,258.00 03/2008 6/08 4786 LF 8-,1753 LF 10'CIPP(6539 LF) 6539 1153 Green Street,Glendale Ca 91205 Debbie Bermudez 460 City of San Diego-Rehab Package F-1 City of San Diego 858/654-4180 Bid#K084111C $ 4,025,757.39 0712008 6,898 LF 6',107,887 LF 8',2408 LF 10',1,412 LF 12',20 LF 18',50 LF 21' CIPP; 118,675 1200 Third St,San Diego CA 92101 Jim Haghgouy Change Order#1 $ 4,308,855.05 03/2009 1/10 470 East Branch St.Sewer Lining Project City of Arroyo Grande 805/473-5440 PW 2008-01 $ 109,855.00 06/2008 06/2008 1676 LF of 6'and 8'CIPP 1676 208 East Branch St,Arroyo Grande,A 93421 Don Spagnolo 476 SSRP A02A Venice Blvd&Genesse 7538 Vasilj,Inc.dba Ivanko for the City of Los Angeles 6261480-1442 W.O.SZC11669 $ 244,095.50 07/2008 7/09 7,538 LF 8'and 10'CIPP Lining 15531 Arrow Highway,Irwindale CA 91706 Joe Vasilj 477 SSRP A02B Coliseum St.&La Brea Ave. 15,943 Vasilj,Inc.dba lvanko for the City of Los Angeles 6261480-1442 W.O.SZC11670 $ 526,331.50 07/2008 8/09 15,943 LF of 8'&10'CIPP 15531 Arrow Highway,Irwindale CA 91706 Joe Vasilj 1 cv�..yce«..,,.aw,mo Em.w.-.zs.r«mcwr a w,c naw,m w.n.ae IC Southwest Pipeline and Trenchless Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Lining Projects List JOB# PROJECT NAME&LOCATION Total LF OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT AMOUNT START COMPLETE Williams Pipeline Contractors for the City of Los 478 SSRP Mandeville Cyn Rd.&Westridge Rd. Angeles 805/644-1277 W.O.SZC11723 $ 485,032.00 07/2008 10/08 11,507 LF 8',1,028 LF 10'CIPP 12,535 4864 Market St.Suite C,Ventura,CA 93003 Jennifer Graham Pacific Liners,Inc.for the East Palo Alto Sanitary 479 CIPP Rehab Project-Poplar Ave.&Runnymede St. District 707/446-8222 $ 117,000.00 06/2008 3109 72 Top Hats 70 Union Way,Vacaville,CA 95687 Greg Larson 480 Citywide Sanitary Sewer System repair and Rehab Program Vasilj,Inc.dba Ivanko for the City of Anaheim 6261480-1442 $ 505,733.25 0612008 2/09 2506 LF 8',3258 LF 10',3142 LF 12',340 LF 15',401 LF 24' 9647 15531 Arrow Highway,Irwindale CA 91706 Joe Vasilj 481 Forest Lawn Memorial-1712 S.Glendale Ave.,Glendale,CA 91205 186 Camarillo Engineering,Inc.for Forest Lawn 8051389-4655 $ 24,180.00 0612008 6/09 186 LF of 12'w/CIPP P.O.Box 758,Somis,CA 93066 Steve Harvey 482 CMP Lining,CDR Phase 1A Los Angeles County,Department of Public Works 626/458-4951 FCC0001077 $ 860,968.00 Approx..6,000 LF of various diameter CMP and CMPA w/CIPP 6000 900 S.Fremont Avenue,Alhambra,CA 91803 Irma Sema 07/2008 2/09 Colich&Sons,L.P.for the Los Angeles County 492 District 5 Main Trunk Sewer Rehabilitation-Phase III Sanitation District 323/770-2920 No.4398 $ 685,465.00 3109 10/09 7035 LF 15',1918 LF 8' 8953 547 W.140th Street,Gardena,CA 90248 Tom Bensfield 495 Pipeline Rehabilitation Phase H-1 City of San Diego 858/627-3286 Bid#K094364C $ 5,433,917.26 12/2008 6/12 21,530 LF 6',18,780 LF 8',652 LF 10',6,104 LF 12',9,503 LF 15' 56,569 1200 Third St,San Diego CA 92101 Nariman Khomamizadeh 498 Wastewater Pipeline Improvement Project-Phase 2 KEC Engineering for the City of Thousand Oaks Omar Uribe CI 4269 $ 454,125.00 4/09 7/09 Approx.182 LF of 15',492 LF of 21',817 LF of 24',and 558 LF of 30' w/CIPP 2,049 200 No.Sherman Avenue,Corona,CA 92882 951-751-2708 New Turf Construction,Inc.for Centex Homes 503 Tract 4998 SiNerthome 1 Project 8051482-9876 $ 62,520.00 10108 10108 Approx.316 LF of 18'and 163 LF of 24'w/CIPP 479 1535 Flynn Road,Camarillo,CA 93012 David Pybrum 506 UCLA Botanical Gardens(15'Storm Drain) Advanced Sewer Technologies for UCLA 818/265-5046 $ 24,050.00 12/08 12/08 Approx.200 LF of 15'w/CIPP 200 4617 Brazil Street,Los Angeles,CA 90039 Mike Ashker 514 City of El Segundo City of El Segundo CIPP Sewer Rehab 5,186 LF 15',1918 LF 8' 7,104 350 Main St.,El Segundo,CA 900245 3101524-2361 $ 465,795.00 4/09 5/09 517 City of San Diego-Sewer and Water Group 731 S.C.Valley Engineering,Inc. Sam Wathen $ 83,230.00 1/10 3110 1,089 LF of 6'and 8'CIPP 1,089 P.O.Box 2848,El Cajon,CA 92021 619-444.2366 518 City of San Diego-Sewer&Water Group 689 KTA Construction,Inc. Shawne Mione $ 43,465.00 6/10 7/10 463 LF of 6'and 8'CIPP 463 1920 Cordell Ct.Suite#105,El Cajon,CA 92020 619-562-9464 529 CMP Lining,Consolidated Drain-Road Phase 2A County of Los Angeles Salman Khan $ 201,500.00 9/09 10/09 Altadena,Charter Oaks,East San Gabriel,La Crescenta,Los Nietos 1,170 P.O.Box 1460,Alhambra,Ca. 91802 626-458-4956 Monrovia/Arcadia/Duarte,Rowland Heights,Val Verde,West Carson 1,170 LF 15'-36'CMP rehab by CIPP Lining 533 J.O.'H'Unit 1 F Sewer Rehabilitation County Sanitation Districts of Los Angeles County 2 Southwest Pipeline and Trenchless Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Lining Projects List JOB# PROJECT NAME&LOCATION Total LF OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT AMOUNT START COMPLETE 451 LF rehab 36"by CIPP 451 1955 Workman Mill Rd.,Whittier,Ca. 90601 562/699-7411 #4489 $ 225,049.00 8/13/09 11/09 539 Bayside Drive Improvements 5-61,Orange County Sanitation District Colich&Sons,L.P. Tom Bensfield $ 420,112.00 1/10 4/10 3208 LF of 24"CIPP and 280 LF of 10'CIPP 3,488 547 W.140th Street Gardena,Ca. 90248 310/516-6346 ext 245 City of San Diego-Sewer Pipeline Rehabilitation Phase J-1 542 (#K104836C) City of San Diego Charles Dupont #K104836C $ 3,193,079.00 1/10 2/11 43,322 LF of 8'CIPP,4,346 LF of 10'CIPP 47,668 1200 Third St,San Diego CA 92101 858-627-3023 City of San Diego-Sewer Pipeline Rehabilitation Phase J-1A 543 (#K104823C) City of San Diego Zina Rummani #K104823C $ 3,292,819.75 1/10 5/11 37,158 LF of 8"CIPP,1,349 LF of 6'CIPP 38,507 1200 Third St,San Diego CA 92101 619-980-6328 544 City of San Diego-Sewer&Water Group 725 Ortiz Corporation Jose Ortiz $ 37,959.81 7/10 7/10 260 LF of 6%317 LF of 8" 577 200 McKinley Ave.,National City,CA 91950 619-434-7925 550 City of Los Angeles-Emergency Sewer Repair Valverde Construction,Inc. Mike Valverde W.O.#SWC01250 $ 21,150.00 1/10 1/10 10918 Shoemaker Ave.,Santa Fe Springs,CA 282 LF of 8' 282 90670 562-906-1826 551 City of La Habra-Lining Existing Mains Project No.1-5-09 City of La Habra Chafik Mouradi Project No.1-5-09 $ 615,558.00 4/10 7/10 110 LF of 15",255 LF of 10" 21,733 201 E.La Habra Blvd.,La Habra,CA 90631 562-905-9720 20,101 LF of 8',1,267 LF of 6' City of San Diego-Sewer Pipeline Rehabilitation Phase J-1 B 553 (#K104918C) City of San Diego Charles Eva #K104918C $ 1,866,252.01 3/10 10/11 27,092 LF of 8'CIPP 27,092 1200 Third St,San Diego CA 92101 858-495-7815 560 San Diego County-914 Maya St.Spring Valley,CA Bonita Pipeline,Inc. Ramon Diaz $ 11,160.00 4/10 4/10 116 LF of 8' 116 2209 Highland Ave.,National City,CA 91950 619-434-9801 561 City of El Cajon-Johnson Drive Storm Drain/Sewer Improvements S.C.Valley Engineering,Inc. Sam Wathen #09-04 $ 16,720.00 4/10 4/10 304 of 12' 304 P.O.Box 2848,El Cajon,CA 92021 619-444-2366 562 San Diego County-Trailer Park Sewer Repair Bonita Pipeline,Inc. Ramon Diaz $ 15,230.00 4/10 4/10 214 LF of 8' 214 2209 Highland Ave.,National City,CA 91950 619-434-9801 563 Union Sanitary District-Cast Iron Lining Project Phase I Union Sanitary District Chris Elliott Project Number $ 249,551.86 6/10 8/10 1,930 LF of 6',8',12',14'and 15"CIPP 1,930 5072 Benson Rd.Union City,CA 94587 510-477-7605 800-331 14 Sectional CIPP Liners 569 City of San Diego-Sewer Group 716 Burtech Pipeline Buddy Aquino $ 95,936.38 8/11 8/11 1,123 LF of 6',338 LF of 8- 1461 102 Second Street,Encinitas,CA 92024 760-634-2822 570 City of San Diego-Sewer Group 726 KTA Construction,Inc. Shawn Mione $ 16,020.00 2/11 2/11 93 LF of 12'CIPP 93 1920 Cordell Ct.Suite 105,El Cajon,CA 92020 619-562-9464 571 City of Los Angeles-SSRP P12 Ave.50 MNR Constriction,Inc. Elizabeth Torrez WO#SZC11960 $ 127,497.57 1/11 6/11 3,252 LF of 8',848 LF of 10' 4,100 1051 Calle Ortega,San Dimas,CA 91773 909-592-2760 572 City of Los Angeles-SSRP P13 Range View Ave.&Ave.55 MNR Construction,Inc. Elizabeth Torrez WO#SZC11961 $ 73,972.02 7/10 3/11 3 Southwest Pipeline and Trenchless Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Lining Projects List JOB# PROJECT NAME&LOCATION Total LF OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT AMOUNT START COMPLETE 2,182 LF of 8"CIPP 2,182 1051 alle Ortega,San Dimas, A 91773 909-592-2760 574 City of San Diego-Emergency Sewer Repair Zondiros Corporation Craig Barry $ 92,349.50 7/10 8/10 1833 Diamond St.Suite 200,San Marcos,CA 1,366 LF of 8'and 10'CIPP 1,366 92078 619-339-7875 576 City of Anaheim-CSSSSRBRP Phase II Group 2 Vasilj,Inc.dba Ivanko for the City of Los Angeles 6261480-1442 $ 464,578.20 7/10 12/10 758 LF of 6'CIPP,14,299 LF of 8'CIPP 15,421 15531 Arrow Highway,Irwindale CA 91706 Joe Vasilj 364 LF of 18'CIPP 577 Camp Pendleton Lining&Sectional Repairs CDM Constructors,Inc. Luis Tamariz $ 16,250.00 8/10 8/10 250 LF of 8' 250 9220 Cleveland Ave.Rancho Cucamonga,CA 760-543-0129 579 LACDPW-Eaton Wash Spreading Ground Improvements KEC Engineering,Inc. Charles Hickman Project No. $ 279,764.50 8/10 12/10 432 LF of 30-CIPP,110 LF of 21-CIPP 1,779 200 North Sherman Ave.,Corona,CA 92882 951-734-3010 FCC0001153 255 LF of 24'CIPP,982 LF of 36-CIPP 580 Los Angeles County Sanitation District-JO1 A Long Beach Sewer Rehab. Los Angeles County Sanitation District Ramon Gonzalez $ 32,426.00 12/10 2/11 62 LF of 24'CIPP 62 1955 Workman Mill Road,Whittier,CA 90601 310-638-1161 581 City of Los Angeles-SSRP U15 Camden Ave. City of Los Angeles Ronald Rugamas WO#SZC11919 $ 256,090.02 10/10 5/11 3,431 of 8'CIPP,346 LF of 15'CIPP 3,777 1149 S.Broadway,Los Angeles,CA 90015 213-847-0293 586 City of San Diego-Pipeline Rehabilitation Package J-1 C City of San Diego Michael Thomas K104836C $ 3,640,122.75 1/11 12/11 54,097 LF of 8',547 LF of 10' 54,644 1200 Third St,San Diego CA 92101 619-849-9860 587 City of Los Angeles-SSRP U19B Prosser Ave. Vasilj,Inc.dba Ivanko for the City of Los Angeles 6261480-1442 WO#SZC11786 $ 581,251.01 10/10 3111 4,553 LF of 8'CIPP,1,156 LF of 10'CIPP 11,043 15531 Arrow Highway,Irwindale CA 91706 Joe Vasilj 1,024 LF of 12'CIPP,4,310 LF of 15'CIPP 589 City of San Diego-Sewer Group 734 Burtech Pipeline Buddy Aquino $ 29,880.00 1/11 2/11 467 LF of 6'CIPP 467 102 Second Street,Encinitas,CA 92024 760-634-2822 590 City of Redwood City-2010-2011 Sewer Rehabilitation Project City of Redwood City Phillip Kim $ 547,008.19 11/10 1/11 5,011 LF of 6'CIPP 5,011 1017 Middlefield Road,Redwood City,CA 650-780-7380 592 City of San Leandro-Sewer Main Rehabiltiation Darcy&Harty Construction,Inc. Brian Hehir $ 136,600.00 4/11 5/11 205 LF of 6'CIPP,1,300 LF of 8'CIPP,1070 LF of 10'CIPP 2,575 1300 Carroll Ave.,San Francisco,CA 94121 415-822-5200 City of Los Angeles-3500 Golden Gate Ave.-Emergency Sewer 593 Repairs Valverde Construction,Inc. Mike Valverde WO#SWC01565 $ 14,960.00 11/10 11/10 10918 Shoemaker Ave.,Sante Fe Springs,CA 136 LF of 8'CIPP 136 90670 562-906-1826 595 City of San Diego-Sewer Group 730 T.C.Constriction,Inc. Wes Wise $ 90,372.50 1/11 7/11 4 c ul—.�r`mm�.mu+Nro �vuas,ra,mCwr a,✓W nwa Un.�n.e.m r Southwest Pipeline and Trenchless Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Lining Projects List JOB If PROJECT NAME&LOCATION Total LF OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT AMOUNT START COMPLETE 1,369 LF of 6' 1,369 10540 Prospect Ave.Santee,CA 92071 619-448-4560 596 City of San Diego-Sewer Group 729 T.C.Construction,Inc. Wes Wise $ 23,755.00 1/11 6/11 313 LF of 8' 313 10540 Prospect Ave.Santee,CA 92071 619-448-4560 598 City of Carlsbad-Misc.Sewer Rehabilitation Northwest Quadrant City of Carlsbad Grant Clavier #5503-01 $ 218,474.00 2/11 7/11 1,258 LF of 6',1,585 LF of 8' 2,843 5950 El Camino Real,Carlsbad,CA 92008 760-602-2780 599 City of Los Angeles-SSRP N09 Fresno St.&Oregon St. Mike Prlich&Sons Pete Serdarusich $ 26,002.75 3/11 5/11 227 LF of 6',240 LF of 8' 467 5103 Elton Street,Baldwin Park,CA 91706 626-813-1700 602 City of San Diego-Sewer Group 748 Ortiz Corporation Jose Ortiz $ 28,505.00 5111 11/11 673 LF of 8' 673 200 McKinley Ave.,National City,CA 91950 619-434-7925 603 City of San Diego-Sewer Group 739 Ortiz Corporation Jose Ortiz $ 190,218.40 3/11 6/11 2912 LF of 8' 2,912 200 McKinley Ave.,National City,CA 91950 619-434-7925 605 City of San Diego-Sewer Group 745 Burtech Pipeline Buddy Aquino $ 54,125.00 2/11 3/11 895 LF of 8'CIPP 895 102 Second Street,Encinitas,CA 92024 760-634-2822 611 City of West Hollywood-Sewer Repair&Rehab.East Side CIP City of West Hollywood Sharon Perlstein No.601385-10 $ 1,666,968.69 3/11 11/11 24,759 LF of 8',11 LF of.12' 24770 8300 Santa Monica Blvd,West Hollywood,CA 323-848-6375 613 Goleta West Sanitary District-Ocean Meadows Golf Course Goleta West Santiary District Mark Nation $ 428,748.05 4111 9111 2,540 LF of 18',1890 LF of 24' 4,430 P.O.Box 4,Goleta,CA 93116 805-968-2617 614 City of Los Angeles-SSRP N13 Cesar Chavez&Alameda St. SND Construction,Inc. Lance Laven W.O.#SZC11848 $ 117,930.70 10/11 5/12 2,272 LF of 8',754 LF of 12' 3,026 2516 S.Fourth Ave.Arcadia,CA 91006 626-294-0558 616 City of Los Angeles-SSRP P10 Ave.43&Mansion Way John T.Malloy,Inc. Tom Ryan W.O.#SZC11847 $ 262,901.00 10/11 3/12 6,814 LF of 8' 6,814 3032 Bandini Blvd.Los Angeles,CA 90058 323-780-9942 617 City of Los Angeles-SSRP H04A Sunset Plaza Dr.&Rising Glen Matthew&Stewart Co. Bruce Flowers W.O.#SZC11873 $ 414,399.57 9/11 4/12 12701 LF of 8',216 LF of 10' 21,917 2841 Gardena Ave.Signial Hill,CA 90755 562-595-5471 619 LACDPW-Sewer Rehabilitation Project No.3 L.A.County Department of Public Works Selman Khan Project No. $ 292,580.00 6/10 2/12 11,765 LF of 8',640 LF of 10' 12,405 900 South Fremont Ave.,Alhambra,CA 91803 626-458-4956 SMDACO0128 620 Caltrans-Hwy.17 Drainage Improvements Graniterock dba Pavex Construction Division Eli Mowbray Contract No. $ 386,825.00 3/11 2/12 857 LF of 18',828 LF of 24' 1,685 120 Granite Rock Way,San Jose,CA 95136 408-574-1400 04-264904 621 City of Los Angeles-SSRP T03 Paseo Del Mar&Carolina St. MNR Construction,Inc. Elizabeth Torrez WO#SZC11549 $ 242,051.59 1/11 10/11 6994 LF of 8' 6,994 1051 Calls Ortega,San Dimas,CA 91773 909-592-2760 623 City of Santa Barbara-Wastewater Main Rehabilitation FY 11 City of Santa Barbara,CA Roger Rodefeld Bid No.4892 $ 1,476,829.50 3111 . 4112 19,726 LF of 6',21,716 LF of 8' 41,442 630 Garden Street,Santa Barbara,CA 93102 805-564-5508 624 City of San Diego-Sewer Group 780 Burtech Pipeline Buddy Aquino Bid No. $ 42,110.00 8/11 9/11 170 LF of 10',320 LF of 6' 490 102 Second Street,Encinitas,CA 92024 760-634-2822 KC115027C 626 City of Los Angeles-SSRP E02&El Ramona,Inc. Debora Echeverria W.O.# $ 432,137.45 3/11 4/12 17,848 LF of 8- 17848 1235 Ramona Rd.,Arcadia,CA 91006 626-355-1350 SZC11887 5 CYMnYkbaamwnVHry EpNra]3 Fum`Cagd IMry na.w w.Wrf.m Southwest Pipeline and Trenchless Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Lining Projects List JOB# PROJECT NAME&LOCATION Total LF OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT AMOUNT START COMPLETE 627 Cucamonga Valley Water District-Sewer Maintenance Repair Cucamonga Valley Water District Tuan Trong W.O.# $ 89,041.00 2/11 6111 1041 LF of 8',864 LF of 10',253 LF of 12- 2158 10440 Ashford Street,Rancho Cucamonga,CA 909-987-2591 7142/0220990 628 City of Los Angeles-SSRP P18B Verdugo Rd.&Ave.33 Ramona,Inc. Debora Echeverria W.O.# $ 67,506.00 5/11 6/11 1,267 LF of 8',352 LF of 10- 1619 1235 Ramona Rd.,Arcadia,CA 91006 626-355-1350 SZC11841 630 City of Fountain Valley-Year 2 Sewer Capital Improvement Project Garcia Juarez Construction,Inc. Jim Jackson SF620-2 $ 63,672.00 5111 9/11 1,699 LF of 8' 1699 PO Box 309,Brea,CA 92822 951-657-3535 635 City of San Diego-Sewer and Water Group 754 S.C.Valley Engineering,Inc. Sam Wathen $ 32,994.45 8111 9/11 687 LF of 8' 687 P.O.Box 2848,El Cajon,CA 92021 619-444-2366 638 City of San Diego-Pipeline Rehabilitation Package L-1 KTA Construction,Inc. Shawn Mione $ 1,587,180.00 5111 6112 38,977 LF of 8' 40855 1920 Cordell Cf.Suite 105,El Cajon,CA 92020 619-562-9464 639 City of Seal Beach-College Park East Sewer Rehab. Charles King Company,Inc. Steve Radaich CIP No.SS0901-2 $ 104,770.60 6111 2/12 1785 LF of 8' 1,785 2841 Gardena Ave.,Signal Hill,CA 90755 562-426-2974 640 City of San Diego-Sewer&Water Group 792 Burtech Pipeline Buddy Aquino $ 55,998.00 3111 6/12 2073 LF of 6'&8' 2074 102 Second Street,Encinitas,CA 92024 760-634-2822 641 Long Beach Water Department-SS Pipeline Replacement Project Long Beach Water Department Justin Pennington Contract# $ 382,427.00 11/11 5112 3631 LF of 8',132 LF of 10',169 LF of 12' 3,932 1800 E.Wardlow road,Long Beach,CA 90807 562-570-2337 W.D-2959 642 San Diego County-Winter Garden Sanitation District Sewer Repairs McBride Engineering,Inc. Chuck McBride 2010-09 $ 30,475.00 10/11 10/11 350 LF of 8' 350 38800 Sky Canyon Drive,Murrieta,CA 92563 951-677-6777 644 City of San Diego-Pipeline Rehabilitation Package P-1 City of San Diego Scoff Fisher P.O.No. $ 5,204,780.49 10/11 In Progress 38,207 LF of 8' 41875 9485 Aero Drive,San Diego,CA 92123 760-814-7226 4500028013 645 City of Los Angeles-SSRP C01 B 9,120 Vasilj,Inc.dba Ivanko for the City of Los Angeles 626/480-1442 W.O.SZC12086 $ 301,104.00 1/12 6/12 7387 LF of 8',139 LF of 10' 15531 Arrow Highway,Irwindale CA 91706 Joe Vasilj 649 West Bay Sanitary District-CIP Project 2010-2011(Phase 2) 3,962 Shaw Pipeline,Inc. Andrew Mellon $ 189,579.00 10/11 3112 150 Executive Park Blvd.,San Francisco,CA 791 LF of 6',723 LF of 8',1759 LF of 10',689 LF of 12' 94134 415-337-0190 652 City of San Diego-Pipeline Rehabilitation Package 0-1 City of San Diego Jim Chong Bid No. $ 3,161,484.08 3112 In Progress 33634 LF of 8' 30621 9485 Aero Drive,San Diego,CA 92123 213-905-3551 K-12-5401-DBB-C 653 City of San Diego-Grantville Trunk Sewer Cass Constriction,Inc. Michael Huse Project No. $ 239,160.00 6/12 6112 2540 LF of 15' 2540 P.O.Box 309,El Cajon,CA 92020 619-590-0929 K-12-5404-DBB-C 654 City of Riverside-Pipe Liner Rpeairs at Various Locations FY 11/12 City of Riverside Juan Rojas Bid No. $ 736,232.72 2/12 8112 5014 LF of 8' 5059 3900 Main Street,Riverside,CA 92522 951-538-3037 7028 656 City of Los Angeles-SSRP U22A Mulholland Dr.&Bellagio Rd. MNR Construction,Inc. Elizabeth Torrez WO#SZC11917 $ 36,562.03 4/12 4/12 697 LF of 8' 697 1051 Calle Ortega,San Dimas,CA 91773 909-592-2760 657 City of San Diego-Pipeline Rehabilitation Package 0-1 City of San Diego Scott Adamson Bid No. $ 3,096,664.84 8112 In Progress 38380 LF of 8' 37,044 9485 Aero Drive,San Diego,CA 92123 858-243-4977 K-12-5518-DBB-3-C-A 6 Southwest Pipeline and Trenchless Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Lining Projects List JOB# PROJECT NAME&LOCATION Total LF OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT AMOUNT START COMPLETE 658 City of Los Angeles-SSRP CO3 Venice Blvd.&Stewart Ave. MNR Construction,Inc. Elizabeth Torrez Work Order No. $ 856,458.50 10/12 11/12 23,046 LF of 8',10'and 12' 23,046 1051 Calle Ortega,San Dimas,CA 91773 909-592-7260 SZC12087 659 City of Los Angeles-SSRP W32 Serrania&Dumetz Ramona,Inc. Debora Echeverria Work Order No. $ 741,724.20 10/12 1/13 19,512 LF of 8',12',and 15' 19,638 P.O.Box 660219,Arcadia,CA 96001 626-355-1350 SZC12088 660 City of Los Angeles-SSRP C01A California Ave.&Abbot Kinney Blvd. 17,033 Vasilj,Inc. John Gavigan Work Order No. $ 804,230.54 11/12 In Progress 22,255 LF of 8',10',12'and 15' 15531 Arrow Highway,Irwindale,CA 91706 626-480-1442 SZC12085 661 City of Carlsbad-Sewer Rehabilitation w/CIPP,Basswood at.all 1,130 City of Carlsbad Grant Clavier Project No. $ 63,880.00 11/12 12/12 1,130 LF of 6'and 8' 5950 El Camino Real,Carlsbad,CA 92008 760-602-2780 5503-5 662 City of Riverside-Cured in Place Pipe(CIPP)Liner Project Linwood PI. 1,411 City of Riverside Michael Wolff Bid No. $ 49,563.00 8112 9/12 1,411 LF of 6' 3900 Main Street,Riverside,CA 92522 951-826-5346 7076 663 LACDPW-Sewer Rehabilitation Project No.6 7,910 L.A.County Department of Public Works Hector Hernandez Project ID No. $ 208,370.00 9/12 11/12 7,497 LF of 8' 900 South Fremont Ave.,Alhambra,CA 91803 626-458-3144 SMDACO0133 664 City of Avalon-Underground Sewer Pipeline Project 1,200 Colich&Sons,LP Donilo Colich Contract No. $ 234,246.02 8112 11/12 1,200 LF of 6- 547 W.140th Street,Gardena,CA 90248 310-516-6346 2011-02 665 City of Anaheim-Phasee III Group 1 16,720 Vasilj,Inc. John Gavigan $ 660,731.21 10/12 4/13 14,926 LF of 8',10',15'and 30' 15531 Arrow Highway,Irwindale,CA 91706 626-480-1442 667 City of Downey-Alameda St.at Gness Ave. 285 City of Downey Daniel Mueller $ 15,750.00 11/12 11/12 285 LF of 8' 11111 Brookshire Ave.,Downey,CA 90241 562-622-3578 668 City of San Diego-Pipeline Rehabilitation Package R-1 34,992 City of San Diego Ramin Hatam Bid No. $ 1,609,812.68 12/12 In Progress 37,917 LF of 8'and 10' 9485 Aero Drive,San Diego,CA 92123 858-495-7845 K-12-5646-DBB-3-C 669 City of San Diego-Sewer&Water Group 789 608 TC Construction,Inc. Elan Schier $ 28,256.00 10/12 10/12 608 LF of 8' 10540 Prospect Ave.,Santee,CA 92071 619-448-4560 670 City of Los Angeles-SSRP H21 Olympic Blvd.&H24 Sunset Blvd. SND Construction,Inc. Lance Leven Work Order Nos. $ 265,125.40 1/13 5/13 5194 LF of 6',8',10'and 12' 5,440 2516 S.4th Ave.,Arcadia,CA 91006 626-294-0558 SZC12282&SZC12191 671 City of Chula Vista-Sewer Rehab.Within C St.&N.Fifth Ave. City of Chula Vista Alexia Stevens Project No. $ 169,024.05 2/13 5/13 2,340 LF of 10'and 12' 2,277 1800 Maxwell Road,Chula Vista,CA 91911 619-247-3492 SW252/SW257 672 City of El Segundo-Sanitary Sewer Point Repairs for Various Streets MNR Construction,Inc. Elizabeth Torrez Project No. $ 54,715.00 11/12 1/13 7 LYYvsWkDavrrbVmi,p F�Iuu13 Fam'Gcq d lHp Nafd W.Wr.m Southwest Pipeline and Trenchless Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Lining Projects List JOB# PROJECT NAME&LOCATION Total LF OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT AMOUNT START COMPLETE 1,542 LF of 8' 1,544 1051 Calls Ortega,San Dimas,CA 91773 909-592-7260 PW 11-09 674 City of Los Angeles-SSRP NO2 San Pedro&S05 10th Ave. Prkacin Company Debbie Bermudez Work Order Nos. $ 418,479.75 12/12 In Progress 14,584 LF of 8%12'and 15' 9,514 1153 Green St.,Glendale,CA 91205 818-247-5163 SZC12291&SZC12309 675 City of Azusa-Sewer Master Plan Improvements City of Azusa,CA Daniel Bobadilla,P.E. Project No. $ 2,062,906.74 12/12 In Progress 32,900 LF of 8',10%12'and 15' 23,217 213 E.Foothill Blvd.,Azusa,CA 91702 626-812-5264 66513A 676 City of Winters-2012 Sewer Main Rehabilitation City of Winters,CA Jim Fletter Project No. $ 1,626,134.00 1/13 In Progress 18,840 LF of 6',8',10',12'and 18' 17,862 318 First Street,Winters,CA 95654 530-668-5883 12-01 677 City of EI Cajon-Storm Drain Metal Pipe Repair and Replacement Bert W.Salas,Inc. Bob Salaz $ 36,696.00 12/12 1/13 278 LF of 30' 278 10769 Woodside Ave.,Santee,CA 92071 619-562-7711 678 City of Glendale-Adams Street and Chevy Chase Rehab. All American Asphalt Ron Salcedo Contract No. $ 15,435.00 9/12 12/12 343 LF of 8' 343 400 E.6th Street,Corona,CA 92879 951-736-7600 24431.03 679 City of Hermosa Beach-Sewer Improvements-Various Locations City of Hermosa Beach,CA Chris McNary CIP Project Nos. $ 401,684.80 12/12 In Progress 7,870 LF of 8' 6,717 1315 Valley Drive,Hermon Beach,CA 90254 714-751-7373 10-426&11-401 681 City of Los Angeles-SSRP U21 Gayley and U23 David Ramona,Inc. Debora Echeverria Work Order Nos. $ 377,248.25 2/13 In Progress 20,127 LF of 8',10%12'and 15' 7,059 P.O.Box 660219,Arcadia,CA 96001 626-355-1350 SZC12283&SZC12279 682 San Diego County-Sweetwater Rd.Sewer Rehab. McBride Engineering,Inc. Charles McBride $ 17,163.50 1/13 1/13 193 LF of 8' 193 23886 Timothy Ave.,Murrieta,CA 92562 951-677-6777 684 City of Santa Barbara-Wastewater Main Rehabilitation Project FY13 City of Santa Barbara,CA Heidi Braunger Bid No. $ 472,195.50 4/13 In Progress 10,910 LF of 6'and 8' 10,566 630 Garden Street,Santa Barbara,CA 93102 805-897-1902 _ 5106 685 City of West Hollywood-Sewer Repair and Rehabilitation,Mid City A City of West Hollywood,CA Sharon Perlstein CIP No. $ 524,496.20 3113 In Progress 7,726 LF of 8' 7,662 8300 Santa Monica Blvd,West Hollywood,CA 323-848-6375 1308 690 City of Pasadena-2013 Sewer Relining City of Pasadena,CA Richard Yee $ 222,682.80 5113 In Progress 13,434 LF of 8',10',12'and 18' 11,037 100 N.Garfield Avenue,2nd Floor S228 696 City of Anaheim-CSSSR&R Phase III-Group 2 Vasilj,Inc. John Gavigan $ 22,304.00 4/13 In Progress 530 LF of 6' 547 15531 Arrow Highway,Irwindale,CA 91706 626-480-1442 8 c w,�.vc .n.v,,..e,m.,mmas.srav a w+w Ra.d ue.wu m Southwest Pipeline and Trenchless Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Lining Projects List JOB li PROJECT NAME&LOCATION Total LF OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT AMOUNT START COMPLETE Total LF 1,097,271 J Total Contract Amount $ 69,464,318.57 FURTHER INFORMATION WILL BE PROVIDED UPON REQUEST 9 C Ylwwk^DonmwuVnry fI.WL1L FamLcq p Wb.Rq.n W ltlW.m Document A310 TM - 2010 Conforms with The American Institute of Architects AIA Document 310 .Bid Bond CONTRACTOR: SURETY: (Manse,legiil sailors mid adds L.tity (;Warne,legal sralus and principal place of brecine s) Southwest Pipeline and Trenchless Corp. Liberty Mutual Insurance Company 22118 South Vermont Avenue 175 Berkeley Street This document has important Torrance, CA 90502 Boston, MA 02116 legal consequences.Consultation Mailing Address for Notices with an attorney is encouraged with respect to its completion or OWNER: 330 N. Brand Blvd., Ste 500 modification. (,'Fame,legal slants mid addrems) Glendale, CA 91203 Any singular reference to City of Huntington Beach Contractor,Surety,Owner or other party shall be considered 2000 Main Street plural where applicable. Huntington Beach, CA 92648 BOND AMOUNT: $ 10% . Ten Percent of Amount Bid PROJECT: (Name, location or address:midProjecrnwnber,if aitiq FY 2013/14 Sewer Rehabilitation Project From Various Locations CC No. 1478. 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 tlicrosclves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owncr accepts the bid of the Contractor within the time specified in the bid documents,or within such tine 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 temis 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 other ise acceptable to the Ourner,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 perlimn the work covered by said bid,then this obligation shall be null and void,otherwise to remain in lull liorce and ellect.The Surety hereby waives any notice ol'an agreement between the Owner and Contractor to extend the time in which the Ownermay accept the bid.Waiver ol'nolice by the Surely shall not apply to any extension exceeding sixty(60)days in the aggregate beyond(lie time lbr acceptance ol'bids:,pecilied in the bid documents,and(he Owner and Contractor shall obtain the Surety's consent lbr an extension beyond sixty(60)days. If this Bond is issued in connection witli a subcontractor's bid to a Contractor,the temi Contractor in this Bond shall be dccmcd to be Subcontractor and the term Owner shall be dccmcd to be Contractor. when this Bond has been liirnished to comply vVith a statutory or other legal requirement in(lie location ol'the Project any provision in this Bond conllicling With said statutory or legal requirement shall be deemed deleted herelrom and provisions conlbmoing to such statutory or other legal requirement shall be deemed incarporaled herein.When so furnished,(he intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and scaled this 24th day of June, 2014. Southwest Pipeline and Trenchless Corp. (Principal) (Seal) (Il•'inlLss) By: __ �� (line) Liberty M tual Insurance Company JP1.tNsilggy (Seal) (11'irrr ss) isa Th rn P1 o�'��� Byi 1512 3 (fine)Noemi Quiroz -(Attorney-I -Fact m a� S•0054iAS 8i10 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ) ss County of Los Angeles ) On J UN 2 4 1014 before me, Lisa L. Thornton, Notary Public personally appeared Noemi Quiroz , who proved to me on the basis of satisfactory evidence to be the person{,} whose name{,} is4r-e subscribed to the within instrument and acknowledged to me that 4e�sheA4,ey executed the same in #igher�theiF authorized capacity{ie, , and that by 4igher/thei 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. Signa ure: ay Public(Seal) L ` L , a 4 LISP,L.THORNTGN Commission# 1940213 z CaWornia v Notary Public eles County Los An9 101 9015 my Comm.Expi Jun res 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 American 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 American Insurance Company Is a corporation duly organized under the laws of the State of Indiana(herein collectively called the'Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Noenni Quiroz of the city of Los Ange es ,state of GA its true and lawful attorney-in-fact,with full power and authority hereby conferred to sign,execute and acknowledge the following surety 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 18U day of November,2013. P11D CgSG ,tNSUq P�t't INSU NINStj American Fire and Casualty Company �JPc°�O�rti� eyJ��pRFO/ T�yr, Q��P(9�oR4 y�F The Ohio Casualty Insurance Company Liberty Mutual Insurance Company 1906 0 1912 = 1919 3 N 1991 a =Z� me�rican Insurance Company y ' HAM4�*'� ��9SSACHV`' != sr�HAMP�' �2 z1 �A'OIANP < * * * By: David .Carey,Assistant Secretary STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY On this 181h 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 American 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. Sp NWe, QtiaMONwFq COMMONWEALTH OF PENNSYLVANIA Y Notarial Seal OF Teresa Pastella,Notary Public By: P44 1-4--4 �c Plymouth Twp.,Montgomery County Teresa Pastella, otary Public My Commission Expires March 28,2017 Member Pennsylvania Association or Notaries This Power of AItomeyi made and executed pursuant to and by authority of the following By-laws and Authorizations of American 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,shall appoint such altomeys-in-fact,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,recwgnizances and other surety obligations. Such altomeys•in-fact,subject to the limitations 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 if 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)(Ill—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 limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recwgnizances and other surety obligations. Such atoomeys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full 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 surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—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,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall 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 American Fire and Casualty Company,The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing Is a full,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 have hereunto set my hand and affixed the seals of said Companies this 24th day of_ June 4014 , OD CgSG �%HSUR PI,(INSU NtNSUgg By: s1906 Q� 3 1912 E ti 1919 1991 a Gregory W.Davenport,Assistant Secretary D W �t^a 01 ��Yy HAM4 �a j 9SSACH�' !2 fHAM�a