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C-7966-1 - West Irvine Terrace and Balboa lsland Water Main Replacement
4/30/24, 3:22 PM Batch 17363602 Confirmation RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder 11II�I III II III III IIII IIfIIII1III III NO FEE *$ R 0 0 1 4 9 Z 0 6 9 7 $ * 2024000107796 3:17 pm 04130/24 227 403A N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and T.E. Roberts Inc., Irvine, California, as Contractor, entered into a Contract on October 11, 2022. Said Contract set forth certain improvements, as follows: West Irvine Terrace & Balboa Island Water Main Replacement - C-7966-1 Work on said Contract was completed, and was found to be acceptable on April 23, 2024, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Travelers Casualty and Surety Company of America. BY ` Public Works Director , D Av ti w s n City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on ) w4 at Newport Beach, California. https://gs.secure-erds.com/Batch/Confirmation/17363602 1/15 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and T.E. Roberts Inc., Irvine, California, as Contractor, entered into a Contract on October 11, 2022. Said Contract set forth certain improvements, as follows: West Irvine Terrace & Balboa Island Water Main Replacement - C-7966-1 Work on said Contract was completed, and was found to be acceptable on April 23, 2024, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Travelers Casualty and Surety Company of America. BY ' Public Works Director , D P�4 a w City of Newport Beach VERIFICATION certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on ) 2 at Newport Beach, California. c BY c City Clerk U NL"PORN�i CITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 By 10:00 AM on the 29' day of September, 2022, at which time such bids shall be opened and read for WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 $3,900,000 Engineer's Estimate 0 Approved by James M. Houlihan eputy PWD/City Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: http://www.planetbids com/portal/portal cfm?CompanylD=22078 Mouse Graphics at (949) 548-5571 659 W. 19t' Street, Costa Mesa, CA 92627 Contractor License Classification(s) required for this project: "A" For further information, call Alfred Castanon, Project Manager at (949) 644-3314 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE. https:/lwww,newportbeachca.gov/government/data-hub/online-services/bids-rfps-vendor- reQistration City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 TABLE OF CONTENTS NOTICEINVITING BIDS..........................................................................................Cover INSTRUCTIONS TO BIDDERS...................................................................................... 3 BIDDER'S BOND............................................................................................................ 6 DESIGNATION OF SUBCONTRACTOR(S)................................................................... 9 TECHNICAL ABILITY AND EXPERIENCE REFERENCES........... 10 NON -COLLUSION AFFIDAVIT..................................................................... 17 DESIGNATION OF SURETIES...................................................................... 18 CONTRACTOR'S INDUSTRIAL SAFETY RECORD .................................................... 19 ACKNOWLEDGEMENT OF ADDENDA....................................................................... 21 INFORMATION REQUIRED OF BIDDER.....................................................................22 NOTICE TO SUCCESSFUL BIDDER......................................................................._.. 25 CONTRACT.................................................................................................................. 26 LABOR AND MATERIALS PAYMENT BOND ............................................. Exhibit A FAITHFUL PERFORMANCE BOND........................................................... Exhibit B INSURANCE REQUIREMENTS................................................................. Exhibit C PROPOSAL.............................................................................................................. PR-1 SPECIALPROVISIONS............................................................................................ SP-1 2 City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed, uploaded and received by the City Clerk via PlanetBids in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND (Original copies must be submitted to the City Clerk's Office in Sealed Envelope) DESIGNATION OF SUBCONTRACTORS ACKNOWLEDGEMENT (Subcontractor information to be submitted via PlanetBids) CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any; Contractor shall confirm via PlanetBids) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL ACKNOWLEDGEMENT (Line Items to be completed via PlanetBids) The City Clerk's Office will open and read the bid results from PlanetBids immediately following the Bid Opening Date (Bid Due Date.) The Bid Results are immediately available to the public via PlanetBids following the Bid Opening Date (Bid Due Date). Members of the public who would like to attend this reading may go to Bay E, 2nd Floor of the Civic Center (Located at 100 Civic Center Dr.) 2. Cash, certified check or cashier's check (sum not less than 10 percent of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. Original copies must be submitted to the City Clerk's Office. 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 3. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. The successful bidder's security shall be held until the Contract is executed. Original, sealed copies must be submitted to the City Clerk's Office by the Bid Opening Date (Bid Due Date.) The title of the project, Contract Number and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. 4. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 3 5. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. 6. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. 7. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (416) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 9. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act". 10. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. 11. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. 12. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 13. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. 14. Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on behalf of itself or a subcontractor that lacks privity of contract with the City but has requested that contractor proceed on its behalf, sent by registered mail or certified mail return receipt requested for a time extension, payment by the City for money or damages arising from work done by, or on behalf of, the contractor and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or for payment of an amount that is disputed by the City, the following is a summary of the claims resolution process to be applied: A. The City shall review the claim and, within 45 days, shall provide a written statement identifying the portions of the claim that are disputed and undisputed. This time period may 4 be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to provide the written statement and the City Council does not meet within the prescribed time period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand. C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion. The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate the remaining disputed portion. If mediation is unsuccessful, any remaining disputed portion shall be addressed using procedures outside of Public Contract Code section 9204. D. Failure by the City to meet the time requirements herein shall result in the claim being rejected in its entirety and shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. The signature below represents that the above has b wed. �030og A C3 � l �rCSldtnt Contractor's License No. & Classification Authorized Signature/Titlet—" F-btrts I bb00o02go 6•3p-2.025 DIR Registration Number & Expiration Date TE. �oberfisdlnc. Bidder 5 q,Efi •2D22 Date Bond #10-B City of Newport Beach Premium. Nil WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966.1 BIDDER'S BOND We, the undersigned Principal and Surety, our successors and assigns, executors, heirs and administrators, agree to be jointly and severally held and firmly bound to the City of Newport Beach, a charter city, in the principal sum of ten percent of amount bid Dollars ($ 10% ), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT, Contract No. 7966-1 in the City of Newport Beach, is accepted by the City Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and the Principal fails to execute the Contract Documents in the form(s) prescribed, including the required bonds, and original insurance certificates and endorsements for the construction of the project within thirty (30) calendar days after the date of the mailing of "Notification of Award', otherwise this obligation shall become null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. Witness our hands this 13th day of eptember 2. f T.E. Roberts, Inc. � Pr.Jf � Name of Contractor (Principal) Authorized Signature/Title '51r, y Rai be -fs Travelers Casualty and Surety Company of America Name of Surety One Tower Square Hartford, CT 06183 Address of Surety (909) 612-3675 Telephone Authorize gent Signature Spencer Flake / Attorney -in -Fact Print Name and Title (Notary acknowledgment of Principal & SuretV must be attached) 1.1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to 'which this certificate is attached. and not the truthfulness. accuracy, or validity of that document STATE OF CALIFORNIA County of Orange —_ — I On 9/ 1 3/22 before me Lexie Sherwood Notary Public personally appeared Spencer Flake 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 r, executed the same in his;her/their authorized capacity(ies), and that by hisrher,t:heir signature(s) on the instrument the erson(s). or the entity upon behalf of which the ersonis) l �„ _� „ • _ acted executed the instrument I certify under PENALTY OF PERJURY urder the laws of the State of California that the foregoing paragraph is true and correct Witness my hand and official seal Signatuie Sher o --- OPTIONAL Though the information belo-,i; is not required by law, may prove valuable to persons relying on the document and could prevent fraudulent remcvai and reattachment of the form to another document Description of Attached Document Title or Type of Document Document Date Number of Pages Signers) Other Than Named Above Capacity(ies) Claimed by Signer(s) Signer s Name Individual _ Corporate Officer -- Title(s) Partner L,nited L_. Oeneral--- _ i Attorney in Fart I Trustee F, Guardian or Conservator Tcp of thug b here ❑ Other S,gner is Representing Signer s Name ❑ Individual ❑ Co'porate Offii,cr —_ Title(s) ❑ Partner _.i Lunited Genera ❑ Auor-ey i, Fact 111111111 [] Trustee . ❑ G,,ardian or ❑ Other S gner s Represent rig AM Travelers Casualty and Surety Company o-f America Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company ----------- POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS That Travelers Casualty and Surety Company of America. Travelers Casualty and Surety Company, and St Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"). and that the Companies do hereby make, constitute and appoint Spencer Flake of ANAHEIM . California . their true and lawful Atlorney(s)an-Fact 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 permitted in any actions or proceedings allowed by law IN WITNESS WHEREOF. the Companies have caused this instrument to be signed. and their corporate seals to be hereto affixed. this 21st day of April. 2021. c�,e++wtr. ...., ,»ierE r i State of Connecticut �G By City of Hartford ss Robert L Rane enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney. who acknowledged himself to be the Senior Vice President of each of the Companies. and that he, as such. being authorized so to do. executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF. I hereunto set my hand and official seal My Commission expires the 30th day of June 2026 ij• .+- t ld % Anna P. Nowik. Notary Public Q, {AY� This Power of Attomey is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect. reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President. any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her: and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company. provided that each such delegation is in writing and a copy thereof is riled in the office of the Secretary: and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman. any Executive Vice President. any Senior Vice President or any Vice President. any Second Vice President. the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary: or (b) duly executed (under seal if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President. any Executive Vice President. any Senior Vice President. any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any Power of Attomey or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof. and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I. Kevin E. Hughes. the undersigned, Assistant Secretary of each of the Companies. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 13th day of September . 2022 �►lMa ruarr«at r+ wwrwa.. - �' cavona 9 Kevin E. Hughes. Assi lancet Secretary ro verify the authenticity of this Power ofAttlomey, please caq us at 1-800-421-3880. Please refer to the above -named Attorneyft)-in-Fact and the details of the bond to which this Power of Attorney is attached. City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 DESIGNATION OF SUBCONTRACTOR(S) - AFFADAVIT State law requires the listing of all subcontractors who will perform work in an amount in excess of one- half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that he/she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and/or the Standard Specifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the subcontractors as listed in the Bidder's electronic bid have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. Bidders must also include DI registration numbers for each subcontractor. T.E. Koherfis,lnc. 1 Frcsidrnt Bidder Authorized Signature/Title 'Ttmomy marts 9 City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. Bidder's Name TE. Kubf-crs, Inc_ FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON -RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $150,000, provide the following information: No. 1 Project Name/Number U1 Palrncl Parkway water Main W52 Project Description Ve5igh 6 CJM1 V UCt oh OE 2,EVY'6" DIP WAt" Y rrnclin and 0I2?Urt-cna,nceS Wlw restorQtton and �vlhouge Acwattriv�9 Approximate Construction Dates: From B - 30- 2022 To: 53. 30 - 2023 aoocox• Agency Name City a� P,nnhe6M Contact Person Tim C,ho Telephone (1iq ) -1b5 • LA9'5 1 Original Contract Amount $1 "l 5 5'13. Final Contract Amount $ TBD If final amount is different from original, please explain (change orders, extra work, etc.) N /P� Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. NO. 10a No. 2 Project Name/Number Seowat6 Recycled \Natc( `LDY\e G to G_12 Rf sSure (Zedui A Qt tby) /�OW3 Project Description Ins radon of aeSsure Yedurina S\ to,11t v iMl AsSaaated and YestbiatOV) w14h (MWUSe dewater,nq ` Approximate Construction Dates: From 1J-2C)21 To: aPQro� l� 25 2022 Agency Name lrvinf, Ranch Vn ater Ni ;trtct Contact Person Nano Mvve Telephone(") 4S3. 53N Original Contract Amount $3%V9S, Final Contract Amount $ T?D If final amount is different from original, please explain (change orders, extra work, etc.) N/A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. NO. No. 3 Project Name/Number _1_YyiAC 5USinesS Canpkcx Lip Yttnance i CkocatioY) % b136 Project Description kme and replace agqumna�nces with Yestoralicn and iv\"QkASe dewat?-V\oy " Approximate Construction Dates: From $-I1P-2O22 To: 341u, . 2-11-2.023 Agency Name IYV►y1e \Kanch Water pistnct Contact Person Tom Telephone (999) 453. 5b�2 Original Contract Amount $ S� Final Contract Amount $ T5D If final amount is different from original, please explain (change orders, extra work, etc.) N /A� Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. No. 1101 No. 4 Project Name/Number Uyf- OaK Storm Drai4n to12� Project Description byB` 16" stoYm aya�yi Pie C 6 I11RUfifn0awC w11h YPCiDYAtlnu� Approximate Construction Dates: From q-1 2p22 To: a4fr A- 10-k5-2c22 Agency Name _Ck1� of `lorba Un6a Contact Person ?Z CK `ice Telephone (n19) °11b1 •-11-10 Original Contract Amount $2 l�•�y�l- Final Contract Amount $ Y16D If final amount is different from original, please explain (change orders, extra work, etc.) Nlp� Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No- No. No. 5 Project Name/Number WateY S VICts and VAlve ReplctCCwl�Ylrs bl2"1 Project Description Replacement of wad tf St"oes and valves wk1h restorati oyq and ih V)Q1W CktW,^Xiln Approximate Construction Dates: From-1-5.20)-2 To: agorox• to-l-U22 Agency Name _C1fiA. of Signal V�\1 Contact Person _�eSl.1S SaldCLOa Telephone (56,Z) 01�°1 �1351 Original Contract Amount Final Contract Amount $ -Tn If final amount is different from original, please explain (change orders, extra work, etc.) _ N / All Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. U0, r10. 12a No. 6 Project Name/Number Knal) ey)M WatCy MUiy) &fit actMfn- n)a"e 1 to12y Project Description aY\d CoYlstYti�ctlovl oar 3��Ci Iz' D1f And 3b2' S4 avld A tYtcXlGr1(CS Wl1'�YCStoratlovl andI'nhousc dcWatcr,h� Approximate Construction Dates: From 5 - 2o- 2022 To:_appfZ(. 5. 2 A - 2�,2 Agency Name—" off- Ahah)t r01 Contact Person Gafur Gv .v�tn Telephone (bVL) 232- y31� Original Contract Amount $2fVLU.-Final Contract Amount $ _FBP If final amount is different from original, please explain (change orders, extra work, etc.) N/� Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. tAo. No, Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on -site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisaL of the Contr tor's current financial conditions. Bidder Authorized Signature/Titlelimort,y�ber,s 13a City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. Bidder's Name T. E. FoberIs, 1nc. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON -RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $150,000, provide the following information: No. I Project Name/Number *Q love �(csbuYe lgeal\V-Aley)t And Wessure, e'e&v1s /tokVs Project Description Lyqt�And put \t'r aio�na and rxeccuCe rcduc�y)a Srattionc w�Ch a�vurt enahce5 avNa wit\, (toww dew0r"k ng Approximate Construction Dates: From 1-5-2022 To:__approx. 2- l- 2d23 Agency Name Auy 2a Comrnu611 Ser,iceS D(5;1yiC,'A Contact Person "ama�) Telephone (q5�) Original Contract Amount $9go,2"�S' Final Contract Amount $ 7bD If final amount is different from original, please explain (change orders, extra work, etc.) Wk Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. tAo . Nu. 10b No. Project Name/Number Anaheim phase A /b113 Project Description rsfiallAnon of U1 e\�nC4 for aYounci`taYer 1Yeatrnznt �U&S whin iTA"e dewater vlj Approximate Construction Dates: From 5 22022 To: aDorox. 5-21I-2o23 Agency Name CDM SYY11'Ch COYISIYUC�brS Contact Person na're i^A1.CW slLl Telephone (5vl) 254.006` Original Contract Amount $2AO.V�17 Final Contract Amount $ _MD If final amount is different from original, please explain (change orders, extra work, etc.) Ml A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. no, N0 . No.� Project Name/Number YTM MW5 ManWay IY1SrAl1A%oh a'na Vault / 61W Project Description Yunhg�jandyault iv) hoLtse dewatenn� Approximate Construction Dates: From R 1'EOLL To: 12-t5-222Z a2�rox. Agency Name Shia, �oaSt Water Distr�'ct Contact Person Megan Ge(,r Telephone ftM) �S55 Original Contract Amount $ b`1 R . Final Contract Amount $ TP)D If final amount is different from original, please explain (change orders, extra work, etc.) N /P� Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No No. 11b t� No. 4 Project Name/Number Fttliddad ,1-cmoy, and tYCC&C'M WatcY Main fZCElaccr CAc /bleb Project Description Dmanand construction or 4,5�� V ar)a 12" t)I Wader VY m and apv��nhces WI% Yermrconan M-A \k) Vn0uSi dewaterin9 Approximate Construction Dates: From 3 l 2022 To: anm-Dx. 14 -t - 2023 Agency Name _C jy () - Ana\itim Contact Person Gafuv- DVfwt Telephone (ivm) 232• y3l$ Original Contract Amount $1,49o,o5t' Final Contract Amount $ "CAD If final amount is different from original, please explain (change orders, extra work, etc.) N /A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. too . No. it No. 6 Project Name/Number Storm 'DoMAgc IYY1�YDvZmen�S / b1D2 Project Description Rcvtaccmcrtt cj 'i"-l2" F1 C "Corm drain and Qur-tmance t wtih YestDraihUh Approximate Construction Dates: From 3-10-2022 To: W-13- 2022 Agency Name �EY` me d P5aS �eY-4 c f- bt CYt Gt Contact Person _W CW&I GlAnbaY' Telephone (a'19) Lt9Lt • $5-12 Original Contract Amount $ 2 442.-Final Contract Amount $ 35t�,3oq If final amount is different from original, please explain (change orders, extra work, etc.) co" \ eti oh am ants d+ff ,red fn ry) bid a Aa nt ii c ' Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. No. 12� 11, No. Project Name/Number pkco 1�26At G thcmr'W tce O't Stem 1m2oyeme,M Ibb95 Project Description ('.a%hodic. tt ct ux) IYnD��vrrYrCr1T� Approximate Construction Dates: From Hl-U17- To: 1-1-W-E Agency Name South (,oast" Water D1SmC� Contact Person Roman D1oj \�"A Telephone 6cl) ` o° •L1555 Original Contract Amount $ 290, �Lo._ Final Contract Amount $ 20, o VI . If final amount is different from original, please explain (change orders, extra work, etc.) c0y"�te-ion amounts ditftY6 fran, bid ayanttk\?S Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. No Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on -site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an apprais of the Con 's current financial conditions. T.E. RobeYt ,1nc. t, rc idtnt Bidder Authorized Signature/Title Ttv oii,y Fobmr. 1A City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this formlll Please print or type. Bidder's Name T. E. Fob err s. l n FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON -RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $150,000, provide the following information: 13 No. t Project Name/Number Ibl CKk Project Constru6o(1 Pacm4c 1 / bogy Project Description 3516 V��c\a)e mst-a1\atloh wit!) abQurtcnances anA Ycstoratton Approximate Construction Dates: From 12-Iko•2o21 To: aporoX• 11-L-Zo22 Agency Name mast 0YCInAe County later D�StYtct Contact Person _ e FF Smyth Telephone (11'1) 53$ • '-Y61S Original Contract Amount $4,SS1,Mg Final Contract Amount $ _TiMD If final amount is different from original, please explain (change orders, extra work, etc.) N/A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No.No• 10C 14 No. 2 Project Name/Number S. Peralta HIM NIye Water mgv) ?'C wcement /W2 Project Description WC water Yr1A�o and a2pwtenanreS Wh YfS%y tt'on and in Nowt dew,-te+nn� Approximate Construction Dates: From 1 2y-2o22 To: 2-11-2o22 Agency Name City pF NyWnf-ivy) Contact Person _C a n d � c e Telephone (It ) 1b5. 5323 Original Contract Amount $M,]S - Final Contract Amount $ 15g,"t51.� If final amount is different from on inal, please explain (change orders, extra work, etc.) Did hot 1,aSe QIIDW AYIC P b1 � item Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. tAo. N 0 . 'S No.'i Project Name/Number \J auk� Abandonment i'fo�ect / bUe� Project Description ana dbandonmfnt b� Water vaults WMA Y s+or0m and in homt dewatenny Approximate Construction Dates: From I1-1-2021 To: 6-3-2o22 Agency Name Mesa Water blstrtcT Contact Person _Y4'(4y) I44( Telephone (,w) 0>1. M2g Original Contract Amount $ 1 b1." Final Contract Amount $ loQol, 3p3." If final amount is different from original, please explain (change orders, extra work, etc.) ,hanae. oraera Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. W) . lib, 11c No. 4 Project Name/Number P,aker Io0) Ia Project Descriptionys' �5�" CMI-ic p�uetirle And a4urtenanceC with YeStcrahbY� and iA hous< de.�ater�ny Approximate Construction Dates: From 1- 3- 2022 To: b4,-2022 Agency Name _�()n'rivao ANquecluct Cf) Mm 'S60n Contact Person 1-aura Gat ec Telephone (949) L153.55cib Original Contract Amount $ `l \%- Final Contract Amount $ lo°13,yN-1." If final amount is different from original, please explain (change orders, extra work, etc.) _Ghanae orders Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. N0. NO. No.li Project Name/Numberliastcx-nllcansmission MaiYl Nccess ManwayS and Valves / 601 Project Description banwU on&-Na\\ie YtVlacemen� with Yesfiby-aWov1 and �y) awse Aew arzrng Approximate Construction Dates: From 1\-12-'2-D21 To: c1-Oo-U2-1 Agency Name _McQA-ph NtguL\ W arCV District Contact Person Steve Telephone (`Ikl) y25- 352-1 Original Contract Amount $SS2 to .- Final Contract Amount $ 1, o36, cb 13 If final amount is different from original, please explain (change orders, extra work, etc.) (',liana e hrde r ti Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. N0.Nc)_ 12C R No. 6 Project Name/Number F6ta1o12 Wa�tr Valve 1Zcplaccm-ent Vy21- (ha e bbb7 Project Description �eplacemen� acid �nsTallat�on of 9�tyalyfls ai 3b \ocat�ons,inc�ud�n� dcsl r ckncd recto ratk oh with cn house dzwdtzn�.g Approximate Construction Dates: From 7-22 2o2t To: a-2'1-2022 Agency Name CA_f P y)m)f-k m Contact Person__5Ycncia Medina Telephone"1b5.515-1 Original Contract Amount $ 8 6WFinal Contract Amount $ TBD If final amount is different from original, please explain (change orders, extra work, etc.) __N / A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. _ c) No Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on -site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Contractor's current financial conditions. Bidder Authorized Signature/Title-rinwwN t_be(ts 13c City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. Bidder's Name T.E. Robcvts Inc. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON -RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $150,000, provide the following information: tq No. Project Name/NumberlAyevlew Sewer Extenskc)h /lop Project Description-nLV,6" 140 sewer main And 132' 41, NC aw-er 1aterul \0b U ArtryR0,%lCes and Vestor0.�W Approximate Construction Dates: From 6-23-2oV To: 12-H-2.o21 Agency Name I UY\oa Uy)c a W ai cl( bl. Sty ct Contact Person WVAiOlC tosaon Telephone (iW) "lul - 3105 Original Contract Amount $529 b0 -Final Contract Amount $ 52�, 60%.— If final amount is different from original, please explain (change orders, extra work, etc.) N lA Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. �40 . No. 10d Ix No. 2 Project Name/Number _Uncol,n lw F\Pe Re.hl CCWo-\fi / I'bLy 1 Project Description 4,�W 54` CMUc and `4is 1%" CMU aM a4uYtenancec wkVn ycstofnt�'cn and 6h hcatCe (dewatwn� Approximate Construction Dates: From -1-6-2o21 To: appfox. 11 25 2022 Agency Name _city of 1Ziyersid� Contact Person _Kevov) CrQw�ofa Telephone (R51) %2b• 5�n Original Contract Amount Final Contract Amount $ TBD If final amount is different from original, please explain (change orders, extra work, etc.) N/A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO. No. v No. .3 Project Name/Number _�OWYon 190a4 Sev�o( U�SI-Lt / 6n Project Description 1.3�5' 2,l" Nc ahA 113' g° Pv . �e_wcr main and Aoaurtcnances with Ytstoration Approximate Construction Dates: From b 15- 2021 To: 11- IS- 2021 Agency Name C1hi b� h\Aa4 Contact Person Henry Arana Telephone (%%) _6pS- `topZ Original Contract Amount $ 1 b . Final Contract Amount $ \ , 332, 4-ILA.- If final amount is different from original, please explain (change orders, extra work, etc,) Chavlae orders Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. No. 11a No'4 Project Name/Number Fec)nanaa ?Q.Vkway VCp RePluceWenA /66� Project Description Cte�lace dAmaged Nce S.w r Lt with bV QsS and suYk�ace yes ,radon Approximate Construction Dates: From Ip 21-2021 To: `1-1B-2o21 Agency Name EaStLYn Mumbc al Wate.'r DiStri t Contact Person Scotfi Lo�ian Telephone (151) Original Contract Amount Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) Chgnge prLAe.r Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. No. NA Project Name/Numberlh6rrna Mcnue Water Main l"kcrconnec� project / W56 Project Description I iQ_12" PVc, b35' fAylo(eYe CncgSernerr\ with a�RurtC'ALwtec and Yestbration wfth �vwVcuie AeWoLrcnf)J Approximate Construction Dates: From b 2%-IoV To: q-2b-2oZl Agency Name C�1y of \--A pp\mq Contact Person )� Ww\oet) �,o1h Telephone (ply) �oqb • 3300 Original Contract Amount $ 1- Final Contract Amount $ gLyLk,5b$ " If final amount is different from original, please explain (change orders, extra work, etc.) C-hanae nr'lev t Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. No. 12d aA No. 9 Project Name/Numberr- vr,k � cayr Waterlint and SeYviCes \mvPmenis ICO2y Project Description boo' 1�" ?V wca _ykORt alnd appurtenanrc� with Yestcrat�'vn And in hOw%e CWWOLMnr� Approximate Construction Dates: From 4- t- U2-1 To: �j-13 2021 Agency Name City of Needles Contact Person Tomm E\\MpVe Telephone (-160) 326 - 51110 Original Contract Amount $J1b,215,- Final Contract Amount $_ 3S 3 ,'-440.- If final amount is different from original, please explain (change orders, extra work, etc.) Comble�iov� am���y�ts diFF r d Fra+rn bid auantitics Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. ho • No. Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on -site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an apprai f the Co or's current financial conditions. TE. \Zobe,Yts; Bidder Authorized Signature/Titlemmfy Roberts 13A City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this formlll Please print or type. Bidder's Name T•E Foberts \nc. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON -RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $150,000, provide the following information: 2; No. f Project Name/Number EY1cloak Nvenue 8-Ihch WQter Main vlsrructian / bblb Project Description \,\oW %' CMbIC. water rnakn anci UVRLA tMomcfs wi-Yb YestoYat�bn OmA tnhoute amAtenr5 Approximate Construction Dates: From 3 - \'1- U2\ To: 1Sro- 202k Agency Name CYescehta Va,key \NcLtt�- DIkct Contact Person David Gould Telephone (r6ig) 23b y1�q Original Contract Amount Final Contract Amount $ 552,490.- If final amount is different from original, please explain (change orders, extra work, etc.) Chance orders Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. t-Ao • NO, 10e No. 2 Project Name/Number �f 1ana Street \N0jt .r Mra�fi lZenlUceF yv�Pf� �� �5`l�"1 Project Description Dcsiatn And cu! c_ n�Cyuv, o� 2 bco' %, Dkr water Nam and 4 ef� tenunces wiTh restoralciovla%4tnvakedersa+4nny Approximate Construction Dates: From 3 29 - 2021 To: �1 fy 2 022 Agency Name Gtity 0� P'none�VY-) Contact Person _?)Venda Medina Telephone (-Iky ) 1b5.5t5-1 Original Contract Amount Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) Co�p�ehon amounts diFFcrcd Pvam bid c�uantttes Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. Ni .No, 1i No. Project Name/Number _Cathodic ?yuc cCttpyl System ImaYcyemev)t& / 5Yk'\ Project Description Cathodic. oratectiovl 1avlorwevvae��S ih twelve G�hes Approximate Construction Dates: From 2-B-EQV To: a cok 10 2� 2022 Agency Name \AJ es'r basin Murnciaal W ate r bi strict Contact Person Kev 1 A Gu11en Telephone (31�) bb0 b25� Original Contract Amount $7,g40% %o-Final Contract Amount $ -CBD If final amount is different from original, please explain (change orders, extra work, etc.) N/A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No No. 11e 4 No.L4 Project Name/Number NO Lido Suud and Nord Water Ma'n ReP\ncem51%9 Project Description � n� ''i",b",8",Io'and W PVC water MMY\ and auuttmoces Aim ihhouse dcwMev to9 and rlctorat 0" ApproxirtSate Construction Dates: From W-19- 2c,2o To: 5.\G •- UV Agency Name Citj of Ne\N ow Beach Contact Person M1 Yfd CaStanc,n Telephone (941) boy 331�i Original Contract Amount $3,181,401' Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) Chance order S Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. tAo. NO, No. ti Project Name/NumberWat•er at MA•NVh�tnev and Mi Lowe / 599N Project Description 2bok V.jU''and 1T p14 water main and aoourtenances with Ycafiorahbn And �0\0'Ase devok-mnq Approximate Construction Dates: From 1U•2g-2o2o To: 1.5.Ull Agency Name Ciof Bucna ParK Contact Person Teddv Via uq Telephone (1W ) 5b2 Original Contract Amount $MS bU,- Final Contract Amount $ 411o,4110" If final amount is different from original, please explain (change orders, extra work, etc.) �Uyv*e'ion avnountS CkkRCfCa From \64 auant tC Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No. No 12e No 6 Project Name/Number} Street and N-arnnd" �666li awnh a'm Wafter Imngw_ ncnts /51-11 Project Description ':�3;c6 8" Cmgc waterlq�and a�Purtenances wig ynt-omt�ov) a 1oi1oV.Se d<�terw Approximate construction Dates: From I- \ - 102o To: 1-11- 20 21 Agency Name _ C±4 o � U p ) d Contact Person fob Cfft6)Fi66 Telephone (90) 2ql• E°I L Original Contract Amount $2.&I,7135'Final Contract Amount $ 1.611,13j If final amount is different from original, please explain (change orders, extra work, etc.) _�'Dmn7ction ramo��n� d��f�red �1'C,rn bid ����nt-;�ie� Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. __No . No Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on -site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an apprais f the Contra is t financial conditions. Q L"'� -C.E. Kube-Y 1Y)c y i cs�dt t Bidder Authorized Sig nature/Title-0-thr Uwu 13e DAVE KLEIN General Construction Superintendent RESUME Over 30 years of experience in pipeline construction managing all aspects of construction of water, sewer and storm drains. SKILLS • Heavy Equipment Operator • Skilled in the use of pipeline construction equipment and tools • Effectively applies methodology and enforces project standards • Qualified and experienced in supervising work crews up to 10 persons • Efficiently and effectively complete projects with quality results EXPERIENCE T.E. Roberts, Inc. 2016-Present Superintendent/Foreman Boudreau Pipeline 2010-2016 Foreman So Cal Pipeline 1994-2010 Foreman SJ Burkhardt Inc. 1986-1994 Operating Engineer/Foreman CERTIFICATIONS • Excavation Safety & Competent Person - First Aid/CPR A Sample of Projects Dave Has Completed With T.E. Roberts, Inc. Owner: City of Newport Beach, 100 Civic Center Drive, Newport Beach, Owner: Irvine Ranch Water District, 15600 Sand Canyon Avenue, Irvine, CA CA 92619 POC: Alfred Castanon, Associate Civil Engineer 949 644-3314, POC: Toni Lynch 949 340-6642 lynch@irwd.com aastanon@newportbeachca.gov Project Name: Orange County Great Park Reach A Sewer Improvements/5822 Project Name: Water Transmission Main Valve Replacement/5875 Description: 1,435'-18" sewer pipe in 36" casing with jack and bore across 15 Description: Remove and replace Water Main Valve Freeway and upsize existing 949'-12" sewer pipe to 18" with restoration Contract Award: $749,933 Current Completion: 65% Contract Award: $1,251,110.00 Self Performed: 55% Project Awarded: 5.30-19 Estimated Completion: 1-31-20 Project Awarded: 9-11-18 Completed: 8-15-19 Owner: City of Newport Beach, 100 Civic Center Drive, Newport Beach, Owner: Orange County Water District, 18700 Ward Street, Fountain Valley, CA CA 92660 92708 POC: Alfred Castanon Associate Civil Engineer 949 644-3314, POC/Engineer. Benjamin Smith, Engineer 714 378-3211 bsmithru_ ocwd.com aastanon@newportbeachca.gov Project Name: Mid Basin Injection, Centennial Park/5745 Project Name: Balboa Island Water Main Replacement Phase 2/5838 Description: 9,500' 12-36" CML/C pipeline construction with appurtenances and Description: 3,100' 12" PVC, 100'8" PVC, 850'6" PVC, 30'4" PVC water restoration line and appurtenances with restoration Contract Award: $2,756,010.00 Self Performed: 95% Contract Award: $2,222,300.00 Completed Amount $1,951,131.06 Project Awarded: 8-8.17 Completed: 9-5-18 Project Awarded: 11-27-18 Completed: 5-24-19 Owner: City of Newport Beach, 100 Civic Center Drive, Newport Owner: South Coast Water District, 31592 West Street, Laguna Beach, CA 92651 Beach, CA 92660 POC: Joe Smacori (949) 4994555 ext 3178 jsinacori@scwd.org POC: Alfred Castanon Associate Civil Engineer 949 644-3314, Project Name: PCH Recycled Water Distribution Bottleneck Upsizing/5663 aastanon@newportbeachca.gov Description: Install 6,350'-16" PVC pipeline with appurtenances and restoration Project Name: Balboa Island Water Main Replacement Phase 1/3767 Contract Award: $3.201,375.00 Self Performed: 84% Description: 600' 12" PVC, 50' 10" PVC, 2,000' 8" PVC, 30W 6" Project Awarded: 7-28-16 Completed: 5-27-17 PVC, 50' 4" PVC water line and appurtenances with restoration Contract Award: $1,563,400.00 Self Performed: 89% Project Awarded: 12-1-17 Completed: 4-18-18 TECHNICAL ABILITY AND EXPERIENCE REFERENCES - Questionnaire 1. Have you completed projects in the last five years that combined total more than 50,000 linear feet of pipelines 8-inches in diameter or larger? Q Yes ❑ No 2. At any time in the last five years has your firm been assessed and paid liquidated damages after completion of a project under a construction contract with either a public or private owner? ❑ Yes P No If yes, explain on a separate signed page, identifying all such projects by owner, owner's address, the date of completion of the project, amount of liquidated damages assessed and all other information necessary to fully explain the assessment of liquidated damages. 3. In the last five years has your firm, otherwise prevented from bidding on, public works project for any reason? ❑ Yes ❑Q No If "yes," explain on a separate signed page. been debarred, disqualified, removed or or completing, any government agency or 4. In the last five years has your firm been denied an award of a public works contract based on a finding by a public agency that your company was not a responsible bidder? ❑ Yes 0 No If "yes," explain on a separate signed page. Identify the year of the event, the owner, the project and the basis for the finding by the public agency. 5. In the past five years has any claim against your firm concerning your firm's work on a construction project been filed in court or arbitration? ❑ Yes ❑Q No If "yes," on separate signed sheets of paper identify the claim(s) by providing the project name, date of the claim, name of the claimant, a brief description of the nature of the claim, the court in which the case was filed and a brief description of the status of the claim (pending or, if resolved, a brief description of the resolution) 14 6. In the past five years has your firm made any claim against a project owner concerning work on a project or payment for a contract and filed that claim in court or arbitration? ❑ Yes 7 No If "yes," on separate signed sheets of paper identify the claim by providing the project name, date of the claim, name of the entity (or entities) against whom the claim was riled, a brief description of the nature of the claim, the court in which the case was riled and a brief description of the status of the claim (pending, or if resolved, a brief description of the resolution). 7. At any time during the past five years, has any surety company made any payments on your firm's behalf as a result of a default, to satisfy any claims made against a performance or payment bond issued on your firm's behalf, in connection with a construction project, either public or private? ❑ Yes 0 No If "yes," explain on a separate signed page the amount of each such claim, the name and telephone number of the claimant, the date of the claim, the grounds for the claim, the present status of the claim, the date of resolution of such claim if resolved, the method by which such was resolved if resolved, the nature of the resolution and the amount, if any, at which the claim was resolved. 8. Has there been more than one occasion during the last five years in which your firm was required to pay either back wages or penalties for your own firm's failure to comply with the state's prevailing wage laws? NOTE: This question refers only to your own firm's violation of prevailing wage laws, not to violations of the prevailing wage laws by a subcontractor. ❑ Yes 0 No If "yes," attach a separate signed page or pages, describing the nature of each violation, identifying the name of the project, the date of its completion, the public agency for which it was constructed; the number of employees who were initially underpaid and the amount of back wages and penalties that you were required to pay. 9. At any time during the last five years, has your firm been found to have violated any provision of California apprenticeship laws or regulations, or the laws pertaining to use of apprentices on public works? NOTE: You may omit reference to any incident that occurred prior to January 1, 1998, if the violation was by a subcontractor and your firm, as general contractor on a project, had no knowledge of the subcontractor's violation at the time they occurred. ❑ Yes ❑✓ No 15 If "yes," provide the date(s) of such findings, and attach copies of the Department's final decision(s). Bidder 16 yymder)t Signature/Title timothy ?4W%s City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 NON -COLLUSION AFFIDAVIT State of California ) ) ss. County of OYpY1_ of ) Timothy Roberts being first duly sworn, deposes and says that he or she is PYcsidcnt of T•>✓•CZobtYts,Inc• , the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that party making the foregoing bid; that the bid is not made in the interest of, or on 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 of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of 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, any 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 declare under penalty of perjury of the laws of the of California oing is true and correct. T. E.190ovw , \nc , Presi tnt Bidder AuthorizedSignature/Title Ti-ml w s Subscribed and sworn to (or affirmed) before me on this ?,6hday of rr bzr-, 2022 ; by TI m o-fh, i? ob-e ✓fi5 , proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. (SEAL] 17 Notary Public My Commission Expires: Z'-I'Z(/ Ca[ IFOPNIA I1 11Rn-r A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of OYGI n UZ ) Subscribed and sworn to (or affirmed) before me on this 2g-" day of P.n%.mbf✓ 20 by T (YYl nt hr -0 b �r c n proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. d KIM E. NEWETT Y COMM. #2390572 z Notary Public - California z Orange County My Comm. Ex ores Feb, 7, 2026 Signature (Seal) ' ti_ r Optional Informaiia�n'- Although the information in this section is not required by law, it could prevent fraudulent removal and reattachment of this jurat to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document This certificate is attached to a document titled/for the purpose of containing _ pages, and dated Additional Information Iwo Method of Affiant Identification Proved to me on the basis of satisfactory evidence: 0 form(s) of identification p credible witness(es) Notarial event is detailed in notary journal on: Page # Entry If Notary contact: Other Affiant(s) Thumbprint(s) Describe: 0 Copyright 2007-20I7 Notary Rotary, PO 8ox 41400, Des Moines, IA 5031 I-0507. All Rights Reserved. Item Number t01884. Please contact your Authorized Reseller to purchase copies of this form. City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 DESIGNATION OF SURETIES Bidder's name TV--, F u to cy t s . \ n c. Provide the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds (list by insurance/bond type): Poona+�9 co TYaveltrs Casua\t4 and Surety Co�npgnv °loq bl2 3e53 bne Tower Square tFafthfd , CT Obl� 5onaikn9 ktnt� Chuck Flake Culbertson IhsuY ,nce Serv+ce �l�y q2� 0530 5500 E. Santa Anq Canyon 1Zoad 'k 2-w , I�na\n,iYn GA lnsufancc (b• VM3 OM.�-bn-IbL1 LAVg5 MacaY �hUr C�U(ti NC\NVQrt bCW), CA °I261�0 18 City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name T. IE . Robert-s , \nc. Record Last Five (5) Full Years Current Year of Record Current Record Record Record Record Record Year of for for for for for Record 2021 2020 2019 2018 2017 Total 2022 No. of contracts 59 B b -1 s y y 5 7 Total dollar Amount of Contracts (in b$, 1*1,2. b 39'jll ppo 35,5%,000 3'1,314,000 26,1tib,000 U,%5,000 iBZ,gil�2� Thousands of $ No. of fatalities 0 0 p 0 0 p O No, of lost Workday Cases I 3 0 b I 2 No. of lost workday cases involving permanent G D D 0 Q transfer to another job or termination of em to ment i ne information required Tor these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. 19 Legal Business Name of Bidder T.E Koberts,l�)c. Business Address: VynjM;��,e1�Norr�n,lrvinc,CA g2b�y Business Tel. No.: ->>y. bbR • OC'l? State Contractor's License No. and Classification: bo3oog A GLneral�h�ineerina,C3y pi�el;ne Title Fvesiden� The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury that the information is true and accurate within the limitations of those records. Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title F'ves� Secretary Signature Requirements: If bidder is an individual, name and signature of individual must be provided, if doing business under a fictitious name, the fictitious name must be set fort along with the County. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or if fewer than all of the partners/joint ventures submit with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal, or submit with evidence of authority to act on behalf of the corporation. All must be acknowledged before a Notary Public, who must certify that such individuals, partners/joint ventures, or officers were proven on the basis of satisfactory evidence to be the persons whose name are subscribed to and acknowledged that they executed the same in their authorized capacities. MOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHEDI 20 CALIFORNIA CERTIFICATE OF ACKNOWIFnGIMPNT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of 0_ ranq a. ) On 2$ ' Z��2� before me, % OV\ E UfW el tt, N OA V-y pV bt r (here insert name and title of the offic ) personally appeared TIrnn±h.r �n�er iS aeld J U,S+Its )Zobe— t5 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature p� t " KIM E. NEWT o COMM, #2390572 z W , Notary Public • California � Z Orange County My Comm, Expires Feb. 7, 2026 (Seal) Optional Information,<«: Although the information in this section Is not required by law, it could prevent fraudulent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document The preceding Certificate of Acknowledgment is attached to a document titled/for the purpose of containing pages, and dated The signer(s) capacity or authority is/are as: ❑ Individual(s) ❑ Attorney -in -Fact ❑ Corporate Officer(s) ritle(s) ❑ Guardian/Conservator ❑ Partner - Limited/General ❑ Trustee(s) ❑ Other: representing: Name(s) of Person(s) or Entity(ies) Signer is Representing Method of Signer Identification Proved to me on the basis of satisfactory evidence: 0 form(s) of identification 0 credible witnesses) Notarial event is detailed in notary journal on: Page # Entry # Notary contact: Other ❑ Additional Signer(s) [] signer(s)Thumbprint(s) 0 Copyright 2007-2017 Notary Rotary, PO Box 41400, Des Moines, IA 50311-0507. All Rights Reserved. Item Number 101772. Please contact your Authorized Reseller to purchase copies of this form. City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 ACKNOWLEDGEMENT OF ADDENDA Bidder'sname -T.E• 1�ober�s 1nC. The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. Date Received Si nature l q .2b Z02,2 21 City of Newport Beach WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT Contract No. 7966-1 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation: T e . F obey rs ,1 nc. Business Address: VA-1-1 Mitchel\ NoYth Iry V)e Ca 92.bly Telephone and Fax Number: T.. -11L1 • iobl� . 00-12 T-1 \1 • au- 0241 California State Contractor's License No. and Class: 1o030o�, N, G31� (REQUIRED AT TIME OF AWARD) Original Date Issued: Expiration Date: bctobeY 31 , ED22- List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: Orlan W a jner 1 5+imator 'Tim Rob ,. r s PrCsic�Gn� The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone limath Robes}& ?YcSiAmt 11-11k Mit Yvtt kAuo),lmne CA 12bt'i -11'i bb°I Db12 Y+hlctrtcel,0\0 rs CregsUrer 11111 Mitchell NoYt11,1Y�tiYIe�CA°1261�1 1W ►aldq 0012 1us�r, CZohcrts Secreiar�! 111t1 Mtit hellN�rih,lrvine,CAg2bt�i �tty ��q op72 Corporation organized under the laws of the State of CAItFoYwl�a 22 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: -T.E. t2obefts,lnc. For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been involved in with public agencies in the past five years (Attach additional Sheets if necessary) provide: Provide the names, addresses and telephone numbers of the parties; Briefly summarize the parties' claims and defenses; N /A Have you ever had a contract terminated by the owner/agency? If so, explain. Nu. Have you ever failed to complete a project? If so, explain. No. For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labo compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? ;es7)/ No 23 Are any claims or actions unresolved or outstanding? Yes 160- If yes to any of the above, explain. (Attach additional sheets, if necessary) e Wtfe dit the IMP, fpy Vne 5ak1boa WaM Water i a c c cLj 1)f v oft 6t0.th Gamp\ercd in 20\e.Tfx OuAdit Ytvealed eWofr in 04Y Ctfn6ed ayroU geQores and PISS hyVAS.The cascwas sethed an Fcbruah 2b,2 W Andwt tEd penalties of 434myl to the'DNN%on of ldbnY stfmaards �EnEorcemcnt Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non -responsive. �.E. Kober�s,lnc Bidder Mmo Ni:r (LobtrCs (Print name of Owner or President of o i o 7 ) Authorized Signature/Title _F'resideni- Title U)2 2 Date On before me, , Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Notary Public in and for said State (SEAL) My Commission Expires: 24 g eel n- -+A ( by j CALIFORNIA CERTIFICATE OF ACKNOWi Fnr.hAICKlT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Cr AA On °I Zg 2 �2z before me, LaE N-Cwe-tt N ota v-y ,pv bl I (here insert name and tide of the offic r) personally appeared TII'V10-f h >ZoLy�t%i 5 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. KIM E. NEWETT COMM. #2390572 z Notary Public • California :4 Z Orange County WITNESS my hand and official seal. ., My Comm. Expires Feb. 7, 2026 Signature (Seal) .: Although the information in this section is not required by law, It could prevent fraudulent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document The preceding Certificate of Acknowledgment is attached to a document titled/for the purpose of containing ____ pages, and dated The signer(s) capacity or authority is/are as: ❑ Individual(s) ❑ Attorney -in -Fact ❑ Corporate Officer(s) ❑ Guardian/Conservator ❑ Partner - Limited/General ❑ Trustee(s) ❑ Other: representing: Title(s) Name(s) of Persons) or Entity(ies) Signer is Representing ® Copyright 2007-2017 Notary Rotary, PO Box 41400, Des Moines, IA 503 11-0507. All Rights Reserved. Additional Information� Method of Signer Identification Proved to me on the basis of satisfactory evidence: Q form(s) of identification 0 credible witness(es) Notarial event is detailed in notary journal on: Page # Entry # Notary contact: Other ❑ AdditionalSigner(s) ❑ Signer(s)Thum bprint(s) Item Number 101772 Please contact your Authorized Reseller to purchase copies of this form. WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT CONTRACT NO. 7966-1 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 11th day of October, 2022 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and T.E. Roberts, Inc., a California corporation ("Contractor"), whose address is 17771 Mitchell North, Irvine, California 92614, and is made with reference to the following: RECITALS A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City has advertised for bids for the following described public work: The work necessary for the completion of this contract consists of construction of new 8-inch and 6-inch PVC distribution main, construction of new 8-inch and 6-inch valves, construction of new fire hydrants and water services, abandonment of existing asbestos cement pipe (West Irvine Terrace) and removal of existing cast-iron pipe (Balboa Island). (the "Project" or "Work"). C. Contractor has been determined by City to be the lowest responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is based upon Contractor's careful examination of all Contract documents, plans and specifications. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. CONTRACT DOCUMENTS The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion Affidavit, Notice to Successful Bidder, Labor and Materials Payment Bond (Exhibit A), Faithful Performance Bond (Exhibit B), Permits, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 7966-1, Standard Specifications for Public Works Construction (current adopted edition and all supplements), and this Contract, and all modifications and amendments thereto (collectively the "Contract Documents"), all of which are incorporated herein by reference. The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. 2. SCOPE OF WORK Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project. All of the Work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 3. COMPENSATION 3.1 As full compensation for the performance and completion of the Project as required by the Contract Documents, City shall pay to Contractor and Contractor accepts as full payment the sum of Four Million Two Hundred Twenty Two Thousand Eight Hundred Eighty Nine Dollars ($4,222,889.00). 3.2 This compensation includes: 3.2.1 Any loss or damage arising from the nature of the Work; 3.2.2 Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the Work; and 3.2.3 Any expense incurred as a result of any suspension or discontinuance of the Work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, including tsunamis, and which loss or expense occurs prior to acceptance of the Work by City. 4. PROJECT MANAGER Contractor shall designate a Project Manager, who shall coordinate all phases of the Project. This Project Manager shall be available to City at all reasonable times during the term of the Contract. Contractor has designated Tim Roberts to be its Project Manager. Contractor shall not remove or reassign the Project Manager without the prior written consent of City. City's approval shall not be unreasonably withheld. 5. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Public Works Director, or designee, shall be the Project Administrator and shall have the authority to act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Work to be rendered pursuant to this Contract. 6. NOTICE OF CLAIMS 6.1 Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to T.E. Roberts, Inc. Page 2 City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. The Contractor and City expressly agree that in addition to all claims filing requirements set forth in the Contract and Contract Documents, Contractor shall be required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Government Code 900 et seq.). 6.2 To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). 7. WRITTEN NOTICE 7.1 All notices, demands, requests or approvals, including any change in mailing address, to be given under the terms of this Contract shall be given in writing, and conclusively shall be deemed served when delivered personally, or on the third business day after the deposit thereof in the United States mail, postage prepaid, first-class mail, addressed as hereinafter provided. 7.2 All notices, demands, requests or approvals from Contractor to City shall be addressed to City at: Attention: Director of Public Works City of Newport Beach Public Works Department 100 Civic Center Drive P.O. Box 1768 Newport Beach, CA 92658 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Tim Roberts T.E. Roberts, Inc. 17771 Mitchell North Irvine, CA 92614 T.E. Roberts, Inc. Page 3 8. INDEPENDENT CONTRACTOR City has retained Contractor as an independent contractor and neither Contractor nor its employees are to be considered employees of City. The manner and means of conducting the Work are under the control of Contractor, except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment shall accrue to Contractor or its employees. Contractor shall have the responsibility for and control over the means of performing the Work, provided that Contractor is in compliance with the terms of this Contract. Anything in this Contract that may appear to give City the right to direct Contractor as to the details of the performance or to exercise a measure of control over Contractor shall mean only that Contractor shall follow the desires of City with respect to the results of the Work. 9. BONDING 9.1 Contractor shall obtain, provide and maintain at its own expense during the term of this Contract both of the following: (1) a Faithful Performance Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract in the form attached as Exhibit B and incorporated herein by reference; and (2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract and in the form attached as Exhibit A and incorporated herein by reference. 9.2 The Faithful Performance Bond and Labor and Materials Payment Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property - Casualty. 9.3 Contractor shall deliver, concurrently with execution of this Contract, the Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California. 10. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with the Contractor on the Project. 11. PROGRESS Contractor is responsible for keeping the Project Administrator informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings that have been scheduled or are desired. T.E. Roberts, Inc. Page 4 12. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in the Contract Documents, policies of insurance of the type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C, and incorporated herein by reference. 13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the services to be provided under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. Control means fifty percent (50%) or more of the voting power or twenty-five percent (25%) or more of the assets of the corporation, partnership or joint -venture. 14. PREVAILING WAGES In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 15. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Contractor's Proposal and are attached as part of the Contract Documents. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City. T.E. Roberts, Inc. Page 5 16. RESPONSIBILITY FOR DAMAGES OR INJURY 16.1 City and its elected or appointed officers, agents, officials, employees and volunteers shall not be responsible in any manner for any loss or damage to any of the materials or other things used or employed in performing the Project or for injury to or death of any person as a result of Contractor's performance of the Work required hereunder, or for damage to property from any cause arising from the performance of the Project by Contractor, or its subcontractors, or its workers, or anyone employed by either of them. 16.2 Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's Work on the Project, or the Work of any subcontractor or supplier selected by Contractor. 16.3 To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its elected or appointed officers, agents, officials, employees and volunteers (collectively, the "Indemnified Parties") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or indirectly) to any breach of the terms and conditions of this Contract, any Work performed or Services provided under this Contract including, without limitation, defects in workmanship or materials or Contractor's presence or activities conducted on the Project (including the negligent, reckless, and/or willful acts, errors and/or omissions of Contractor, its principals, officers, agents, employees, vendors, suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). 16.4 Notwithstanding the foregoing, nothing herein shall be construed to require Contractor to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall be construed as authorizing any award of attorneys' fees in any action on or to enforce the terms of this Contract. 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. 16.5 Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 16.6 To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be T.E. Roberts, Inc. Page 6 retained by it until disposition has been made of such suits or claims for damages as aforesaid. 16.7 Nothing in this Section or any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for above. 16.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. 17. CHANGE ORDERS 17.1 This Contract may be amended or modified only by mutual written agreement of the parties. 17.2 The Contractor shall only commence work covered by a change order after the change order is executed and notification to proceed has been provided by the City. 17.3 There shall be no change in the Contractor's members of the project team, as listed in the approved proposal, which is a part of this contract without prior written approval by the City. 18. CONFLICTS OF INTEREST 18.1 Contractor or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et seq., which (1) require such persons to disclose any financial interest that may foreseeably be materially affected by the Work performed under this Contract, and (2) prohibit such persons from making, or participating in making, decisions that will foreseeably financially affect such interest. 18.2 If subject to the Act and/or Government Code §§ 1090 et seq., Contractor shall conform to all requirements therein. Failure to do so constitutes a material breach and is grounds for immediate termination of this Contract by City. Contractor shall indemnify and hold harmless City for any and all claims for damages resulting from Contractor's violation of this Section. 19. TERMINATION 19.1 In the event that either party fails or refuses to perform any of the provisions of this Contract at the time and in the manner required, that party shall be deemed in default in the performance of this Contract. If such default is not cured within a period of two (2) calendar days, or if more than two (2) calendar days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) calendar days after receipt of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the non -defaulting party may terminate the Contract forthwith by giving to the defaulting party written notice thereof. T.E. Roberts, Inc. Page 7 19.2 Notwithstanding the above provisions, City shall have the right, at its sole discretion and without cause, of terminating this Contract at any time by giving seven (7) calendar days' prior written notice to Contractor. In the event of termination under this Section, City shall pay Contractor for Services satisfactorily performed and costs incurred up to the effective date of termination for which Contractor has not been previously paid. On the effective date of termination, Contractor shall deliver to City all materials purchased in performance of this Contract. 20. STANDARD PROVISIONS 20.1 Recitals. City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. 20.2 Compliance with all Laws. Contractor shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all Work prepared by Contractor shall conform to applicable City, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator. 20.3 Integrated Contract. This Contract represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions herein. 20.4 Conflicts or Inconsistencies. In the event there are any conflicts or inconsistencies between this Contract and any other attachments attached hereto, the terms of this Contract shall govern. 20.5 Interpretation. The terms of this Contract shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Contract or any other rule of construction which might otherwise apply. 20.6 Amendments. This Contract may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. 20.7 Severability. If any term or portion of this Contract is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Contract shall continue in full force and effect. 20.8 Controlling Law and Venue. The laws of the State of California shall govern this Contract and all matters relating to it and any action brought relating to this Contract shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. T.E. Roberts, Inc. Page 8 20.9 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, sex, sexual orientation, age or any other impermissible basis under law. 20.10 No Attorney's Fees. In the event of any dispute or legal action arising under this contract, the prevailing party shall not be entitled to attorneys' fees. 20.11 Counterparts. This Contract may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one (1) and the same instrument. 21. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project site, has become familiar with the local conditions under which the Work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. 22. WAIVER A waiver by City or any term, covenant, or condition in the Contract Documents shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition. 23. RECITALS City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. [SIGNATURES ON NEXT PAGE] T.E. Roberts, Inc. Page 9 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTOR EY'S OFFICE Date: l/ ZZ— By: ar C. Har 0 C1 y Attor y ATTEST: (' n �,�� Date: 14, ' {�/ By: Leilani I. Brown City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: By: evin Muldoo Mayor 10-01 CONTRACTOR: T.E. Roberts, Inc., a California corporation Date: Signed in Counterpart By: Timothy Roberts Chief Executive Officer Date: Signed in Counterpart Justin Roberts Secretary [END OF SIGNATURES] Attachments: Exhibit A - Labor and Materials Payment Bond Exhibit B - Faithful Performance Bond Exhibit C - Insurance Requirements T.E. Roberts, Inc. Page 10 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date:_ If17/22 on C. arp City Attorney ATTEST: Date: Leilani I. Brown City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: By: Kevin Muldoon Mayor CONTRACTOR: T.E. Roberts, Inc., a California corporation Date: l l �22-2022 Timothy Roberts Chief Executive Officer Date: 1 I -ZZ - ZD By: ustin Roberts Secretary [END OF SIGNATURES] Attachments: Exhibit A - Labor and Materials Payment Bond Exhibit B - Faithful Performance Bond Exhibit C - Insurance Requirements T.E. Roberts, Inc. Page 10 Executed in Two Counterparts EXHIBIT A CITY OF NEWPORT BEACH BOND NO. 107531708 Premium: Included in Performance Bond LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to T.E. Roberts, Inc. hereinafter designated as the "Principal," a contract for the completion of construction of new 8-inch and 6-inch PVC distribution main, construction of new 8-inch and 6-inch valves, construction of new fire hydrants and water services, abandonment of existing asbestos cement pipe (West Irvine Terrace) and removal of existing cast-iron pipe (Balboa Island) in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, We the undersigned Principal, and, Travelers Casualty and Surety Company of America duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Four Million Two Hundred Twenty Two Thousand Eight Hundred Eighty Nine Dollars ($4,222,889.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount payable by the City of Newport Beach under the terms of the Contract; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance of the Work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for 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 such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as T.E. Roberts, Inc. Page A-1 to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 of seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 17th day of November , 2022 . T.E. Roberts, Inc. Name of Contractor (Principal) Travelers Casualty and Surety Company of America Name of Surety One Tower Square Hartford, CT 06183 Address of Surety (909) 612-3675 Telephone APPROVED AS TO FORM: CITY ATTORN -Y'S OFFICE Date: BY= a n C. rp ►alb a' D& ity Atto ne President Authorized SiNature/Title Timath,1k-;,6 eks Authorized'AgeKt Signature Charles L. Flake / AttorneyLin-Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED T.E. Roberts, Inc. Page A-2 See Attached California ACKNOWLEDGMENT Acknowledgement A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ) SS. On 20 before me, Notary Public, personally appeared 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of )SS. On 20 before me, Notary Public, personally appeared 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) T.E. Roberts, Inc. Page A-3 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA County of Orange On 11-17-22 before me, Lexie sherwood Date Insert Name of Notary exactly as it appears on the official seal personally appeared Charles L. Flake Name(s) of Signer(s) LEXIE SHERWOOD COMM. #2363681 cn NOTARY PUBLIC • CALIFORNIA m- _ ORANGE COUNTY MY COMM. EXPIRES JULY 27, 2025 , Notary Public, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. Signature Place Notary Seal Above Signature of No ary P lic Lexie Sherwood 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: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer--Title(s):_ ❑ Partner ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: Number of Pages: Signer's Name: ❑ Individual ❑ Corporate Officer—Title(s): — ❑ Partner ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator Signer is Representing: Travelers Casualty and Surety Company of America i Travelers Casualty and Surety Company TRAVELERS,! St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint CHARLES L FLAKE of ANAHEIM , California , their true and lawful Attorney(s)-in-Fact 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 permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. v 4Yl} �'yp SUgflyC F JP,AY AN, sG7 n►unrro a wC N. Im n co o � rW State of Connecticut By: City of Hartford ss. Robert L. Rane enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. ,. i�iP p'vOY�•.. IN WITNESS WHEREOF, I hereunto set my hand and official seal. p �': /i�l�Jl� r�/���� J Nnrngv My Commission expires the 30th day of June, 2026 * '�" i '`"` '� / Anna P. Nowik, Notary Public �•NYE• This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 17th day of November , 2022 9V'`lY AN, � ItiRTFOR7l W MARTFOR0, • �" K \\CONY, a CORN. c f(Al Kevin E. Hughes, Assi tant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorneys) -in -Fact and the details of the bond to which this Power of Attorney is attached, CALIFORNIA CERTIFICATE OF ACKNOWILF17161VIFNT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of la - On before me, K \M E N-1fVJ&L-, N O a v-y (here insert name and title of the office ) personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature KIM E. NEWETT COMM. #2390572 z o°= o Notary Public • California Z Orange County 0 M Comm. Expires Feb. 7, 2026 (Seal) Optional Information >'J�Mlmm - 'M 9 W:_..... Although the information in this section is not required by law, it could prevent fraudulent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document The preceding Certificate of Acknowledgment is attached to a document titled/for the purpose of containing pages, and dated The signer(s) capacity or authority is/are as: ❑ Individual(s) ❑ Attorney -in -Fact ❑ Corporate Officer(s) ❑ Guardian/Conservator ❑ Partner - Limited/General ❑ Trustee(s) ❑ Other: representing: Title(s) Name(s) of Person(s) or Entity(ies) Signer is Representing Method of Signer Identification Proved to me on the basis of satisfactory evidence: 0 form(s) of identification 0 credible witness(es) Notarial event is detailed in notary journal on: Page # Entry # Notary contact: Other ❑ AdditionalSigner(s) ❑ Signer(s)Thumbprint(s) 0 Copyright 2007-2017 Notary Rotary, PO Box 41400, Des Moines, IA 50311-0507. All Rights Reserved. Item Number 101772. Please contact your Authorized Reseller to purchase copies of this form. Executed in Two Counterparts CITY OF NEWPORT BEACH BOND NO. 107531708 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 27,773 , being at the rate of $ 9.10/$6.40/$6.05 thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to T.E. Roberts, Inc. hereinafter designated as the "Principal," a contract for the completion of construction of new 8-inch and 6-inch PVC distribution main, construction of new 8-inch and 6-inch valves, construction of new fire hydrants and water services, abandonment of existing asbestos cement pipe (West Irvine Terrace) and removal of existing cast-iron pipe (Balboa Island) in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Travelers Casualty and Surety Company of America duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Four Million Two Hundred Twenty Two Thousand Eight Hundred Eighty Nine Dollars ($4,222,889.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its successors, and assigns; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond- T.E. Roberts, Inc. Page B-1 Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 17th day of November 2022 T.E. Roberts Inc. Name of Contractor (Principal) Travelers Casualty and Surety Company of America Name of Surety One Tower Square Hartford, CT 06183 Address of Surety (909) 612-3675 Telephone APPROVED AS TO FORM: CITY ATTORNVY',S OFFICE Date: 1Z S ?1L- By: " A on C itv Attorne CJ cn" Pry id ert Authorized Sig nature/Title'""°_""'J e°be'�s CV Authorized Age ignature Charles L. Flake / Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED T.E. Roberts, Inc. Page B-2 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. See Attached California Acknowledgement State of California County of } ss. On 20 before me, Notary Public, personally appeared 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of } ss. On 20 before me, Notary Public, personally appeared 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 signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) T.E. Roberts, Inc. Page B-3 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA County of On 11-17-22 before me, Lexie sherwood Date Insert Name of Notary exactly as it appears on the official seal personally appeared Charles L. Flake Name(s) of Signer(s) LEXIE SHERWOOD COMM. #2363681 W gNOTARY PUBLIC - CALIFORNIA ORANGE COUNTY 1 MY COMM. EXPIRES JULY 27, 2025 , Notary Public, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand and fficial seal. Signature 4",t� Place Notary Seal Above Signature Public Lexie Sherwood 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: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer—Title(s):� ❑ Partner ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: Top of thumb here Number of Pages: Signer's Name: ❑ Individual ❑ Corporate Officer—Title(s): _ ❑ Partner ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS] St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint CHARLES L FLAKE of ANAHEIM , California , their true and lawful Attorney(s)-in-Fact 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 permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. HARTFdROI �P G9a 1 w HARTFORD, K CM?0%J.tt Cam' V �1 CONN. o .(y VA State of Connecticut By: City of Hartford ss. Robert L. Raneyctenior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. Y Np' IN WITNESS WHEREOF, I hereunto set my hand and official seal. �'�`P r''•�//G�� NOTARY ? My Commission expires the 30th day of June, 2026 PIWOr . if Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 17th day of November , 2022 >>> worry, JPITY Apo s A FNRTFOR0. mP HARTFORD, t 00�?O�lTt CONK. 0 CONN, o yx Kevin E. Hughes, Assistant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorneys) -in -Fact and the details of the bond to which this Power ofAttorney is attached. CALIFORNIA CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of _ Dr an d 13 On '7i2'Z(JZZ beforeme, Km L HfWait, Notav-y PvblI ' - (here insert name and title of the office ) personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature -f( A �Pj,,�U-Z 0Mi. NEWETT COMM. #2390572 z _ Notary Public • California Z �+• Orange County o ` .� M Comm, Ex fires Feb, 7, 2026 (Seal) Optional InforImiation - Although the information in this section is not required by law, it could prevent fraudulent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document The preceding Certificate of Acknowledgment is attached to a document titled/for the purpose of containing pages, and dated The signer(s) capacity or authority is/are as: ❑ Individual(s) ❑ Attorney -in -Fact ❑ Corporate Officer(s) Title(s) ❑ Guardian/Conservator ❑ Partner - Limited/General ❑ Trustee(s) ❑ Other: representing: Name(s) of Person(s) or Entity0es) Signer is Representing Method of Signer Identification Proved to me on the basis of satisfactory evidence: 0 form(s) of identification 0 credible witness(es) Notarial event is detailed in notaryjournal on: Page # Entry # Notary contact: Other ❑ AdditionalSigner(s) ❑ Signer(s)Thumbprint(s) 71 0 Copyright 2007-2017 Notary Rotary, PO Box 41400, Des Moines, IA 50311-0507. All Rights Reserved. Item Number 101772. Please contact your Authorized Reseller to purchase copies of this form. EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION 1. Provision of Insurance. Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City. Contractor agrees to provide insurance in accordance with requirements set forth here. If Contractor uses existing coverage to comply and that coverage does not meet these requirements, Contractor agrees to amend, supplement or endorse the existing coverage. 2. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager. 3. Coverage Requirements. A. Workers' Compensation Insurance. Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with California law for all of the subcontractor's employees. The insurer issuing the Workers' Compensation insurance shall amend its policy by endorsement to waive all rights of subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers.. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its elected or appointed officers, agents, officials, employees and volunteers. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance, and if necessary umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office form CG 00 01, in an amount not less than one million dollars ($1,000,000) per occurrence, two million dollars ($2,000,000) general aggregate and two million dollars ($2,000,000) completed operations aggregate. The policy shall cover liability arising from premises, operations, products -completed operations, personal and advertising injury, and liability assumed under an T.E. Roberts, Inc. Page C-1 insured contract (including the tort liability of another assumed in a business contract). C. Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of Contractor arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than one million dollars ($1,000,000) combined single limit for each accident. 4. Other Insurance Requirements. The policies are to contain, or be endorsed to A. Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these requirements to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors. B. Additional Insured Status. All liability policies including general liability, products and completed operations, excess liability, pollution liability, and automobile liability, if required, shall provide or be endorsed to provide that City, its elected or appointed officers, agents, officials, employees and volunteers shall be included as additional insureds under such policies. C. Primary and Non Contributory. Contractor's insurance coverage shall be primary insurance and/or the primary source of recovery with respect to City, its elected or appointed officers, agents, officials, employees and volunteers. Any insurance or self-insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. D. Notice of Cancellation. All policies shall provide City with thirty (30) calendar days' notice of cancellation or nonrenewal of coverage (except for nonpayment for which ten (10) calendar days' notice is required) for each required coverage except Builders Risk Insurance, which shall contain an endorsement with said required notices. 5. Additional Agreements Between the Parties. The parties hereby agree to the following: A. Evidence of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation and other endorsements as specified herein for each coverage. All of the executed documents referenced in this Contract must be returned to City within ten T.E. Roberts, Inc. Page C-2 (10) regular City business days after the date on the "Notification of Award". Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. City reserves the right to require complete, certified copies of all required insurance policies, at any time. B. City's Right to Revise Requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor ninety (90) calendar days' advance written notice of such change. If such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. C. Right to Review Subcontracts. Contractor agrees that upon request, all agreements with subcontractors or others with whom Contractor enters into contracts with on behalf of City will be submitted to City for review. Failure of City to request copies of such agreements will not impose any liability on City, or its employees. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format at least as broad as CG 20 38 04 13. D. Enforcement of Contract Provisions. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any requirement imposes no additional obligations on City nor does it waive any rights hereunder. E. Requirements not Limiting. Requirements of specific coverage features or limits contained in this Exhibit A are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be T.E. Roberts, Inc. Page C-3 entitled to coverage for higher limits maintained by the Contractor. Any available proceeds in excess of specified minimum limits of insurance and coverage shall be available to the City. F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any self -insured retentions on any portion of the insurance required herein and further agrees that it will not allow any indemnifying party to self -insure its obligations to City. If Contractor's existing coverage includes a self -insured retention, the self -insured retention must be declared to City. City may review options with Contractor, which may include reduction or elimination of the self -insured retention, substitution of other coverage, or other solutions. Contractor agrees to be responsible for payment of any deductibles on their policies. G. City Remedies for Non Compliance. If Contractor or any subcontractor fails to provide and maintain insurance as required herein, then City shall have the right but not the obligation, to purchase such insurance, to terminate this Contract, or to suspend Contractor's right to proceed until proper evidence of insurance is provided. Any amounts paid by City shall, at City's sole option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. H. Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor's performance under this Contract, and that involve or may involve coverage under any of the required liability policies. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. Coverage not Limited. All insurance coverage and limits provided by Contractor and available or applicable to this Contract are intended to apply to the full extent of the policies. Nothing contained in this Contract or any other agreement relating to City or its operations limits the application of such insurance coverage. J. Coverage Renewal. Contractor will renew the coverage required here annually as long as Contractor continues to provide any Work under this or any other Contract or agreement with City. Contractor shall provide proof that policies of insurance required herein expiring during the term of this Contract have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City with five (5) calendar days of the expiration of the coverages. T.E. Roberts, Inc. Page C-4 K. Maintenance of General Liability Coverage. Contractor agrees to maintain commercial general liability coverage for a period of ten (10) years after completion of the Project or to obtain coverage for completed operations liability for an equivalent period. T.E. Roberts, Inc. Page C-5 Line Item Subtotals Section Title Section 1 Grand Total Line Total $4,222,889.00 $4,222,889.00 Subcontractors Showing 4 Subcontractors Name & Address Desc License Num CADIR Amount Type All American Asphalt Grind and Cap 267073 1000001051 $173,960.00 CADIR PO Box 2229 Corona, California 92878 On Point Land Surveying Inc. Surveying 8601 1000003100 $16,320.00 1910 Orange Tree Lane Redlands, California 92374 Structures Unlimited concrete work 550710 1000010800 $169,225.00 3387 Chicago Avenue Riverside, California 92507 Superior Pavement Markings Striping 776306 1000001476 $16,844.00 5312 Cypress Street Cypress, California 90630 Page 1 of 2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT CONTRACT NO 7966-1 DATE: September 26, 2022 BY: w(, TO: ALL PLANHOLDERS Ci Engineer The following changes, additions, deletions, or clarifications shall be made to the Contract Documents — all other conditions shall remain the same. NOTICE INVITING BIDS Change the Engineer's Estimate to $4,900,000 SPECIAL PROVISIONS Replace the first paragraph with the following: 7-8.6.4 Dewatering Groundwater will be encountered during the excavation of the Balboa Island Water Replacement project. The Contractor will be responsible for providing, installing, maintaining, and operating a (well -point) dewatering system in the project area when groundwater is encountered. The contractor shall demonstrate experience with well point dewatering systems and their in-house capabilities or list a dewatering subcontractor who will perform these services. Lack of dewatering experience or not listing a qualified dewatering sub -contractor will be grounds for bid rejection. The Contractor's dewatering operations shall conform with all requirements of the OCSD's Special Purpose Discharge Permit. See Section 7-5, as amended.. for specific requirements. The elevation of free groundwater may vary depending on tides. For bidding purposes, the Contractor shall assume that free groundwater will be encountered at all excavations over three feet of cover. Page 2 of 2 Bidders must sign this Addendum No. 1 and attach it to the bid proposal. Bid may not be considered unless this signed Addendum No. 1 is attached. I have carefully examined this Addendum and have included full payment in my Proposal. T. L- Fob erts,Ins Bidder's Name (Please Print) q-ZB 2022 Dat �� C'r2S1c�fnt Authorized Signature & Title���D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PROJECT NO. 23W13 & 23W11 CONTRACT NO. 7966-1 PART 1 - GENERAL PROVISIONS 1 SECTION 1— TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 1-2 TERMS AND DEFINITIONS 1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents 2-6 WORK TO BE DONE 2-9 SURVEYING 2-9.1 Permanent Survey Markers 2-9.2 Survey Service SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.3 Markup SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General 5-2 PROTECTION 5-4 RELOCATION 1 1 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 5 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 5 6-1.1 Construction Schedule 5 6-7 TIME OF COMPLETION 6 6-7.1 General 6 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 6 6-9 LIQUIDATED DAMAGES 7 6-11 SEQUENCE OF CONSTRUCTION 7 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 8 74 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services 7-2 LABOR 7-2.2 Prevailing Wages 7-5 PERMITS 7-7 COOPERATION AND COLLATERAL WORK 7-8 WORK SITE MAINTENANCE 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets 7-8.5 Sanitary Sewers 7-8.5.2 Sewage Bypass and Pumping Plan 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) 7-10 SAFETY 7-10.3 Haul Routes 7-10.4 Safety 7-10.4.1 Work Site Safety 7-10.5 Security and Protective Devices 7-10.5.3 Steel Plate Covers 7-17 TEMPORARY WATER MAIN BY-PASS 7-17.1 General 7-18 WATER MAIN PRESSURE TESTING, DISINFECTION AND FLUSHING 7-18.1 General SECTION 9 - MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK 9-3 PAYMENT 9-3.1 General 9-3.2 Partial and Final Payment. PART 2 - CONSTRUCTION MATERIALS SECTION 200 — ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class 201-2 REINFORCEMENT FOR CONCRETE 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel SECTION 203 — BITUMINOUS MATERIALS 203-5 SLURRY SEAL 203-5.1 General 203-5.4 Emulsion -Aggregate Slurry (EAS) 203-5.4.1 General 203-5.4.2 Materials 203-6 ASPHALT CONCRETE 203-6.5 Type III Asphalt Concrete Mixtures 8 8 8 8 8 9 10 10 10 10 10 10 10 11 13 13 13 13 14 14 14 14 15 15 15 15 15 15 21 21 21 21 22 22 22 22 22 22 22 22 22 22 22 22 22 22 23 23 SECTION 209 — PRESSURE PIPE 23 209-1 IRON PIPE AND FITTINGS 23 209-1.1 Ductile Iron Pipe 23 209-1.1.2 Materials 23 SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 24 212-5 VALVES 24 212-5.2 Butterfly Valves 24 212-5.2.1 General 24 SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 25 214-4 PAINT FOR STRIPING AND MARKINGS 25 214-4.1 General 25 214-4.3 Preformed Green Thermoplastic Markings 25 214-6 PAVEMENT MARKERS 25 214-6.3 Non -Reflective Pavement Markers 25 214-6.3.1 General 25 214-6.4 Retroreflective Pavement Markers 25 214-6.4.1 General 25 SECTION 215 - TRAFFIC SIGNS 25 PART 3 - CONSTRUCTION METHODS 26 SECTION 300 - EARTHWORK 26 300-1 CLEARING AND GRUBBING 26 300-1.3 Removal and Disposal of Materials 26 300-1.3.1 General 26 300-1.3.2 Requirements 26 SECTION 302 - ROADWAY SURFACING 27 302-1 COLD MILLING OF EXISTING PAVEMENT 27 302-1.1 General 27 302-1.7 Work Site Maintenance 27 302-4 SLURRY SEAL SURFACING 27 302-4.8 Spreading and Application 27 302-4.9 Field Sampling and Testing 27 302-4.12 Rolling of Slurry Sealed Surface 28 302-4.13 Street Sweeping and Cleanup 28 302-5 ASPHALT CONCRETE PAVEMENT 28 302-5.1 General 28 302-5.4 Tack Coat 28 302-5.8 Manholes (and Other Structures) 28 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 28 302-6.7 Traffic and Use Provisions 28 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 29 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 29 303-5.1 Requirements 29 303-5.1.1 General 29 303-5.4 Joints 29 303-5.4.1 General 29 303-5.5 Finishing 29 303-5.5.2 Curb 29 303-5.5.4 Gutter 30 303-7 COLORED CONCRETE 30 303-7.1 General 30 SECTION 306 — OPEN TRENCH CONDUIT CONSTRUCTION 30 306-2 DELIVERY, STORAGE, HANDLING, AND PROTECTION OF PIPELINE MATERIALS, FITTINGS, VALVES, AND APPURTENANCES 30 306-2.7 Shutdowns of Existing Pipelines 30 306-2.7.3 Temporary Bypasses 30 306-5 DEWATERING 31 306-8 PREFABRICATED PRESSURE PIPE 32 306-8.9 Pipeline Pressure Testing, Disinfection, and Commissioning 32 SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 32 314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 32 314-2.1 General 32 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 32 314-4.1 General 32 314-4.2 Control of Alignment and Layout 33 314-4.2.1 General 33 314-4.4 Thermoplastic Traffic Striping and Pavement Markings 33 314-4.4.1 General 33 314-4.4.2 Surface Preparation 33 314-4.7 Application of Preformed Green Thermoplastic Markings 34 314-5 PAVEMENT MARKERS 34 314-5.1 General 34 SECTION 315 - TRAFFIC SIGN INSTALLATION 34 PART 6 — TEMPORARY TRAFFIC CONTROL 34 SECTION 600 - ACCESS 34 600-1 GENERAL 34 600-2 VEHICULAR ACCESS 35 600-3 PEDESTRIAN ACCESS 35 SECTION 601— WORK AREA TRAFFIC CONTROL 35 601-1 GENERAL 35 601-2 TRAFFIC CONTROL PLAN (TCP) 36 PART 7 — STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS 37 SECTION 700 — MATERIALS 37 700-5 TRAFFIC SIGNAL MATERIALS 37 700-5.8 Detectors 37 SECTION 701— CONSTRUCTION 37 701-17 TRAFFIC SIGNAL CONSTRUCTION 37 701-17.6 Detectors 37 701-17.6.3 Inductive Loop Detectors 37 PART 8 — LANDSCAPING AND IRRIGATION 37 SECTION 800 - MATERIALS 37 800-1 LANDSCAPING MATERIALS 37 800-1.1 Topsoil 37 800-1.1.1 General 37 SECTION 801- INSTALLATION 801-1 GENERAL 801-6 MAINTENANCE AND PLANT ESTABLISHMENT APPENDIX Appendix A — OCSD Application for Special Purpose Discharge Permit & Sample IV] 37 37 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PROJECT NO. 23W13 & 23W11 CONTRACT NO. 7966-1 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. W-5390-S); (3) the City's Design Criteria and Standard Drawings for Public Works Construction, (2021 Edition); (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements. The City's Design Criteria and Standard Drawings for Public Works Construction are available at the following website: http://www. newportbeachca.gov/government/departments/public-works/resources Copies of the Standard Specifications for Public Works Construction may be purchased online at www bnibooks.com/products/standard-specifications-public-works-construction or call 888-BNI BOOK (888-264-2665). The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 1 — TERMS DEFINITIONS ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 TERMS AND DEFINITIONS Add the following definition: City — City of Newport Beach SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT At the time of the award and until completion of work, the Contractor shall possess a Class "A" license. At the start of work and until completion of work, the Contractor and all Subcontractors shall possess a valid Business License issued by the City. Page SP 1 of 39 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents If there is a conflict or discrepancy between different Contract Documents, the more stringent requirement as determined by the Engineer shall control. 2-6 WORK TO BE DONE The work necessary for the completion of this contract consists of: • Construction or new 8-inch and 6-inch PVC distribution main; • Construction of new 8-inch and 6-inch valves; • Construction of new fire hydrants and water services; • Abandonment of existing asbestos cement pipe (West Irvine Terrace) and removal of existing cast-iron pipe (Balboa Island). The work necessary for the completion of this contract also includes distributing notices, providing traffic control, and pavement replacement per the Contract Documents. 2-9 SURVEYING 2-9.1 Permanent Survey Markers Delete the second paragraph and replace with the following: The Contractor shall submit to the Engineer, a minimum of 7 days prior to the start of work, a list of controlling survey monuments which may be disturbed. The Contractor shall: a) set survey points outside the affected work area that reference and locate each controlling survey monument that may be disturbed, b) file a Corner Record or Record of Survey with the County Surveyor after setting the survey points to be used for re-establishment of the disturbed controlling survey monuments, and c) file a Corner Record or Record of Survey with the County Surveyor after reestablishment of the disturbed (permanent) controlling survey monuments. The Contractor shall protect all survey monuments during construction operations. In the event that existing survey monuments are removed or otherwise disturbed during the course of work, the Contractor shall restore the affected survey monuments at his sole expense. The Contractor's Licensed Surveyor shall file the required Corner Record or Record of Survey with the County Surveyor upon monument restoration. Existing street centerline ties and property corner monuments are to be preserved. The Contractor shall be responsible for the cost of restoring all survey ties and/or monuments damaged by the Work. Page SP 2 of 39 2-9.2 Survey Service Delete this section and replace with the following: The Contractor's California Licensed Land Surveyor shall utilize/follow the existing City survey records used for the project design to provide all construction survey services that are required to construct the improvements. The design surveyor for this project is Coast Surveying, Inc. and can be contacted at (714) 918 - 6266. At a minimum, two (2) sets of cut -sheets for all areas shall be included in the bid price and copies of each set shall be provided to the City 48- hours in advance of any work. SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.2.3 Tool and Equipment Rental Tool and equipment rental rates shall be based on the current Caltrans rental rates. 3-3.2.3 Markup 3-3.2.3.1 Work by the Contractor Delete this section and replace with the following: The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profit: 1) Labor ............................................ 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. 3-3.2.3.2 Work by a Subcontractor Delete this section and replace with the following: When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3.1 shall be applied by the Subcontractor to the actual costs and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the total subcontracted cost may be added by the Contractor. To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. Page SP 3 of 39 SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer with full information as to the progress of the work in its various parts and shall give the Engineer timely (48-hours minimum) notice of the Contractor's readiness for inspection. Submittals are required for all construction material. The Engineer shall select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed the work, such tests and inspections shall be paid for by the Contractor. SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General The Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the work to verify points of connection and potential conflicts. No segment of work shall begin until the contractor has potholed and verified points of connection and related connection material requirements, and coordinated the final/existing layout of the laterals/pipeline with the Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground. Within seven (7) calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings. Removal by sandblasting is not allowed. Any surface damaged by the removal effort shall be repaired to its pre - construction condition or better at the contractor's expense. 5-2 PROTECTION In the event that an existing pull box, meter box or any other utility box is damaged by the Work and is not re -useable, the Contractor shall provide and install a new replacement pull box, meter box or any other utility box of identical type and size at no additional cost to the City. Page SP 4 of 39 5-4 RELOCATION All City owned pull boxes, water meter boxes, water valve boxes, sewer cleanout boxes and survey monument boxes (collectively known as "utility boxes") which are affected by the Work shall be replaced to finish grade with new utility boxes. During asphalt paving operation, manholes and utility boxes within paving area shall be temporarily lowered and covered. Upon completion of paving operation, manholes and utility boxes shall be permanently adjusted to finish grade. The Contractor shall adjust all temporarily lowered manholes and utility boxes to the new finished grade within five (5) calendar days of completing the AC finished course. The Contractor will be required to contact Southern California Edison, The Gas Company, cable television companies, telecommunication companies and any other utility companies to have their existing utilities adjusted to finish grade. The Contractor shall coordinate with each utility company for the adjustment of their facilities in advance of work to avoid potential delays to the project schedule. The Contractor shall provide the necessary survey control for all utility companies to adjust boxes and vaults to the final grade. The Contractor will be required to coordinate with these companies for inspection of the work. SECTION 6 - PROSECUTION. PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule The anticipated Notice to Proceed for this contract will be November 2022. No work shall begin until a Notice to Proceed has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a baseline schedule to the Engineer for approval a minimum of five working days prior to the pre -construction meeting. The Engineer will review the baseline schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved baseline schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the baseline schedule and has demonstrated the ability to maintain the schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job. Contractor shall update the schedule periodically or as directed by the Engineer to reflect any delay or extension of time. In addition, Contractor shall prepare 2-week look -ahead schedules on a bi-weekly basis with detailed daily activities. Page SP 5 of 39 6-7 TIME OF COMPLETION 6-7.1 General The Contractor shall complete all work under the Contract within 200 consecutive working days after the date on the Notice to Proceed. The Contractor shall ensure the availability and delivery of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time. Unless otherwise approved by the Engineer, construction shall start on [date]. Normal working hours are limited to 7:00 a.m. to 4:30 p.m., Monday through Friday. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., outside of the working hours. Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 4:30 p.m. to 6:30 p.m. on weekdays or 8:00 a.m. to 6:00 p.m. on Saturdays only. A request for working outside the normal working hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $146 per hour when such time periods are approved. The following days are designated City holidays and are non -working days- 1 . January 1st (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) 4. Last Monday in May (Memorial Day) 5. July 4th (Independence Day) 6. First Monday in September (Labor Day) 7. November 11th (Veterans Day) 8. Fourth Thursday and Friday in November (Thanksgiving and Friday after) 9. December 24th, (Christmas Eve) 10. December 25th (Christmas) 11. December 26th thru 30th (City Office Closure) 12. December 31 st (New Year's Eve) If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, the Contractor shall submit a full size set of plans to the Engineer. Retention payment and bonds will not be released until the as -built plans are reviewed and approved by the Engineer. A set of approved plans and specifications shall be on the job site at all times. The Contractor shall maintain as -built drawings of all Page SP 6 of 39 work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up-to-date and reviewed by the Engineer at the time each progress payment is submitted. Any changes to the approved plans that have been made with approval from the Engineer shall be documented on the as -built plans. The Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to the Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7.1 for completion of the work, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $1,000. Execution of the Contract shall constitute agreement by the City and Contractor that the above liquidated damages per calendar day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. 6-11 SEQUENCE OF CONSTRUCTION 6-11.1 Multiple Headings. In order to meet the contract schedule, the Contractor will be allowed to initiate and maintain two or more construction headings. However, the Contractor will not be allowed to have multiple phases of work occurring that have the corresponding traffic control devices in conflict with each other. Total open trench at any one time is not to exceed 500 linear feet. 6-11.2 Sequencing Construction to Maintain Water Service. The proposed water main connections will need to be sequenced in order to maintain water services to the project area. The sequencing will need to be coordinated with the City a minimum of seven calendar days prior to beginning any connections and/or shut downs of existing water mains. The Contractor shall be required to submit a sequencing plan prior to any construction for review and approval by the City. Due to a slurry seal project for the West Irvine Terrace Community scheduled for summer 2023, the following sequence of construction shall be followed: Prior to July 2023 West Irvine Terrace Page SP 7 of 39 After September 4tn (Labor Day 2023) 2. Little Balboa Island 3. Balboa Island SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If the Contractor elects to use City water, Contractor shall arrange for a meter and tender a $973.00 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. Water used during construction shall be paid for by the Contractor. This includes water for flushing and pressure testing water lines, compaction, dust control, irrigation during maintenance period for landscaping, etc. City shall designate to the Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing such water. 7-2 LABOR 7-2.2 Prevailing Wages In accordance with California Labor Code Section 1720.9, hauling and delivery of ready - mixed concrete for public works contracts are subject to prevailing wages. 7-5 PERMITS Delete the first sentence and add the following to the end of this section: "An OSHA permit to perform excavation or trench work will be required for this project and shall be the responsibility of the Contractor to obtain prior to the start of the work. All groundwater, pipeline dewatering and flushing shall be discharged to the nearest sewer facility. The Contractor will not be allowed to discharge any groundwater, pipeline dewatering or flushing to any storm drain facility or discharge it to the ocean. The Contractor will be required to apply for a Special Purpose Discharge Permit from the OCSD for discharging of all groundwater, pipeline dewatering and flushing to the nearest sewer facility. A copy of the Application Form, Certification of Accuracy of Information, Sewer Connection Verification Statement, Certification of Responsible Officer and Option to Designate Signatory are attached as Appendix A. The Page SP 8 of 39 Contractor will need to obtain this permit and comply with all of its requirements in order to discharge to the nearest sewer facilities. The permit fee is $2,365.58 and shall be paid by the Contractor. The Contractor shall allocate a minimum of fifteen (15) working days for this process. The Contractor will be required to analyze a representative sample of the groundwater to be dewatered by the Project, for Total Toxic Organics (TTO's), Volatile Organic Compounds, Selenium, Heavy Metals, Arsenic, and Total Dissolved Solids (as a minimum). In cases where chlorine addition is used for disinfection, the Contractor shall also monitor for chlorine. The Contractor will be required to install and maintain a desilting tank for settling and removal of solids in the groundwater before discharge to the sewer mains. Contractor will be required to install a flow meter on the discharge line from the desilting tank. The meter shall have a known accuracy of ±5%, and upon commencement of construction dewatering, the Contractor must report volume totals to OCSD on a weekly basis. A sample port with valve assembly shall be installed on the discharge line from the desilting tank, and in an accessible location for subsequent sampling by both the Contractor and OCSD. The Contractor will be prohibited from discharging during a rain/storm event. The Contractor shall conduct monitoring of the groundwater discharge as specified for the purpose of determining the status of compliance and suitability for discharge. For the purpose of monitoring the groundwater discharge associated with the Project, the Contractor shall collect grab samples from the desilting effluent discharge within the first week upon commencement of the discharge, and lastly, approximately one month before project shutdown. The constituents to be analyzed will include heavy metals (chrome, copper, nickel, zinc), plus arsenic and selenium (by EPA method 6010B), total suspended solids, and total toxic organics (by EPA method 624). Copies of all sampling results/lab reports must be submitted to OCSD within 15 days of the sampling date. The project site is less than 1 acre, therefore, the preparation of a SWPPP is not required. The statewide general NPDES permit does not apply either to this project. 7-7 COOPERATION AND COLLATERAL WORK City forces will perform all shut downs of water, sewer and storm drain facilities as required. The Contractor shall provide the City advanced notice a minimum of seven calendar days prior to the time contractor desires the shutdown these City facilities. A four-hour shut down of water facilities during the daytime hours of 10:00 a.m. to 2:00 p.m. or a six -hour shut down between the nighttime hours of 11:00 p.m. to 5:00 a.m. will be allowed. The Contractor will be responsible for completing all water connections within the time period allowed. The times and dates of any utility to be shut down must be coordinated with the Engineer. It is the Contractor's responsibility to notify the affected businesses and residents of the upcoming water shutdown with a form provided by the Engineer at least 48 hours in advance of the water shut down. Page SP9of39 7-8 WORK SITE MAINTENANCE 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer in advance. It is the Contractor's responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, the Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre -construction condition. The Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-8.5 Sanitary Sewers 7-8.5.2 Sewage Bypass and Pumping Plan The Contractor shall bypass all sewage flows during sewer related construction operations as required. The Contractor shall at all times be responsible for the operation of the bypass system, including furnishing the necessary equipment and making arrangements to obtain power as required. If pumping is required, the Contractor shall provide redundant pumping capabilities to remain on site if the primary system fails. Primary bypass system and backup bypass systems shall be designed to handle 120% of the peak flow as specified by the City. The effluent level in the bypass pumping manhole shall not be allowed to rise more than 1 foot above the crown of the incoming sewer pipe. Plans for bypassing shall be submitted by the Contractor to the City for approval prior to related construction activity, allowing at least 10 working days for review and return of comments. Approval by the City does not in any way relieve the Contractor of its responsibilities provided for in this section of any public liability for sewage spills under this Contract. 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) The Contractor shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. Page SP 10 of 39 f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. The BMP will be approved by the Engineer prior to any work. The City will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by City and back -charging the Contractor for all costs plus 15 percent. The Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) Contactor shall retain a Qualified SWPPP Developer (QSD) to prepare a SWPPP for the project. The contractor shall implement and maintain the requirements of the SWPPP, including all required BMPs during all phases of the work. The implementation of the SWPPP shall be performed by a Qualified SWPPP Practitioner (QSP) to be retained by the Contractor. SWPPP implementation shall be subject to inspection by the City and any identified deficiencies shall be corrected by the Contractor at the Contractor's expense. The SWPPP shall be amended by the Contractor whenever there is a change in design, construction, operation or maintenance which has a significant effect on the potential for discharge of pollutants. The SWPPP shall also be amended by the Contractor if it proves to be ineffective in significantly reducing pollutants from the construction site. Each submittal shall include two (2) hard copies and one (1) Adobe Acrobat "pdf' copy. The SWPPP must be kept at the construction site during construction and also be available for review when requested by the Regional Water Quality Control Board (RWQCB) or the City. Contractor is not responsible for filing a Notice of Intent (NOI) for permit coverage or a Notice of Termination (NOT) at project end. City will file the NOI and NOT through the State Water Resources Control Board (SWRCB) SMARTS system. The Contractor shall prepare and electronically submit all reports required by General Permit (including the Annual Report) to the City throughout the duration of the project for the City's review and submittal to the SWRCB SMARTS system. The Annual Report shall be submitted no later than August 1 st of each year and must include a summary and evaluation of all sampling and analysis results, original laboratory reports, chain of custody forms, a summary of all corrective actions taken during the compliance year, and identification of any compliance activities or corrective actions that were not implemented. In the event the City incurs any administrative civil liability (fine) imposed by the RWQCB as a result of Contractor's failure to fully implement the provisions of this section, the Engineer may withhold from payments otherwise due the Contractor a sufficient amount to cover the fine. Page SP 11 of 39 7-8.6.4 Dewatering Groundwater will be encountered during the excavation of the Balboa Island Water Replacement project. The Contractor will be responsible for providing, installing, maintaining, and operating a (well -point) dewatering system in the project area if groundwater is encountered. The contractor shall demonstrate experience with well point dewatering systems and their in-house capabilities or list a dewatering subcontractor who will perform these services. The Contractor's dewatering operations shall conform with all requirements of the OCSD's Special Purpose Discharge Permit. See Section 7-5, as amended, for specific requirements. The elevation of free groundwater may vary depending on tides. For bidding purposes, the Contractor shall assume that free groundwater will be encountered at all excavations over three feet of cover. The Contractor shall provide and maintain, at all times during construction, ample means and devices to promptly remove and properly dispose of all water from any source, including groundwater, and water migrating through the bedding of existing sewers or storm drains or other existing utilities, entering the excavations. Costs for dewatering of all water shall be the Contractor's responsibility and shall be included within the Lineal Foot Price for Project Dewatering and no additional compensation will be allowed therefor. The Contractor shall confirm that the receiving sewer system has the capacity to take the estimated flows during dry and wet weather conditions and whether or not the water quality is acceptable and will not cause any permit violations. The following discharges are prohibited: oil, grease, fuel, sludge, trash, chemicals, and any other items which would adversely affect water quality. Water shall not be discharged into OCSD sewer facilities during a wet -weather storm event. For all dewatering operations, each disposal point shall have a calibrated, non- resettable totalizing effluent flow meter with a flow accuracy of plus or minus 5 percent to track the dewatering discharges. The Contractor shall submit weekly reports showing total amount of discharge at each point with meter readings and other data necessary to support the quantity reported. Also, an accessible sample collection point shall be provided immediately upstream of all points of discharge. The Contractor shall provide OCSD's Source Control staff and Engineer unrestricted access to the facility and site to inspect, monitor, or verify compliance with OCSD's Permit requirements. All dewatering operations require the use of a desilting tank with a stainless steel sampling port and a drip container so that the Engineer may collect periodic dewatering samples. Additionally, the desilting tanks shall be covered with sturdy and air -tight covers so no odors can escape, and no illegal dumping is possible. The air -tight covers shall be maintained throughout the dewatering period, and only removed when necessary for silt removal or other maintenance activities. The desilting tank shall be Page SP 12 of 39 located in a safe and easily accessible location. The system used for desilting the water shall be a baffled structure and shall provide not less than 5 minutes detention time and have a "flow -through" velocity not exceeding 0.2 foot per second at the anticipated peak flow. The desilting box shall be cleaned as required to maintain the detention time and flow -through limitations specified above. The intent is to avoid any addition of soil materials from dewatering operations into the receiving sewer system. All dewatering operations with detectable levels of TTO's, or evidence of TTO's in the extraction zone, or significant amounts of volatile organics, may require the use of granular activated carbon (GAC) filters in lead -lag arrangement or other suitable technology to meet OCSD's TTO limit of 0.58 mg/L and mitigate a Lower Explosion Limit (LEL) event. Note that additional particle filtration is typically provided upstream of the GAC filters to prevent fouling and to extend the life of the carbon. The GAC filters shall be equipped with a stainless steel sampling port and a drip container on the final stage discharge outlet so that the Engineer may collect periodic dewatering samples. Additionally, the GAC filters shall be air -tight so no odors can escape, and no illegal dumping is possible. The air -tight covers shall be maintained throughout the dewatering period, and only removed when necessary for carbon change out or other maintenance activities. The GAC filters shall be located in a safe and easily accessible location. Each GAC filter shall provide enough detention time to meet OCSD's TTO limit of 0.58 mg/L. The carbon shall be changed in the lead GAC filter when the TTO as measured in the discharge of the lead GAC filter is at 0.58 mg/L, or as required. The GAC filters and additional particle filtration equipment upstream of the GAC filters shall be cleaned as required to maintain the detention time and flow -through limitations as specified above. The intent is to avoid any addition of soil materials from dewatering operations into the receiving sewer system or fouling of the GAC filter carbon media. The method of pretreatment and point of disposal of water shall be subject to the District's Source Control staff and the Engineer's approval. 7-10 SAFETY 7-10.3 Haul Routes Haul routes shall be submitted to the Engineer for review and approval. 7-10.4 Safety 7-10.4.1 Work Site Safety The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. The Contractor shall fully comply with all state, federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. The right of the Engineer or the City's representative to conduct construction review or observation of the Contractor's performance shall not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site. Page SP 13 of 39 7-10.5 Security and Protective Devices 7-10.5.3 Steel Plate Covers Steel plates utilized for trenching shall be the slip resistant type per Caltrans standards. In addition, steel plates on asphalt pavement shall be pinned and recessed flush with existing pavement surface. 7-17 TEMPORARY WATER MAIN BY-PASS 7-17.1 General As a part of the Balboa Island Water Main Replacement Project, the Contractor will be responsible for installation of the temporary by-pass water system (highline) as described in these special provisions and the plans. The Contractor can commence installation of new mains once the temporary by-pass system is in place and has passed a disinfection test. The Contractor shall have the by- pass line inspected by City personnel prior to commencing the project. If at any time, the temporary by-pass water system is damaged, it will be the Contractor's responsibility to repair and replace any damaged or destroyed section to the satisfaction of the City. All costs associated with repair and replacement of the highline will be the sole responsibility of the Contractor. The Contractor shall adhere to the following special provisions when installing temporary by-pass systems: 1. Water service shall be maintained to all customers at all times except as necessary to install the temporary by-pass system. The Contractor's method of providing such continuous service shall be approved by the City prior to construction. 2. It is recommended that two (2) 2-inch steel by-pass lines shall be installed, one on either side of the alley adjacent to the meter boxes. All temporary piping crossing streets shall be buried and paved flush with the existing surface. 3. The Contractor shall make arrangements for disinfection and bacteriological testing and certification of the by-pass systems. The Contractor shall be responsible for disinfection and flushing the by-pass systems as well as pulling the bacteriological samples and running the incubations tests for coliform bacteria. 4. The Contractor will then relocate meters and connect services to temporary by- pass systems. Upon acceptance by the City of new water mains, after the water services have been reinstalled by the Contractor, the Contractor will disconnect the temporary by-pass system at each service connection and reinstall meters. Page SP 14 of 39 The temporary water main by-pass system installed at any given time shall not exceed the water services between any single alley section (from local street intersection to local street intersection) unless approved in writing by the City in advance of the work, including specific limits of the proposed by-pass. 7-18 WATER MAIN PRESSURE TESTING, DISINFECTION AND FLUSHING 7-18.1 General The Contractor will be responsible for pressure testing, disinfection and flushing of the new water mains. The Contractor shall adhere to the following special provisions for pressure testing, disinfection and flushing of new water mains and services and Sections 207-21.7, 207- 21.7.1, 207-21.7.2, 306-1.4.5 (Water pressure test) and 306-1.4.7 (Water main Disinfection) of the Standard Special provisions: 1. Water service shall be maintained to all customers at all times except as necessary to transfer service from the old main to the new main. The Contractor's method of providing such continuous service shall be approved by the City prior to construction. 2. Contractor shall pressure test new main lines including any services prior to disinfection. 3. The Contractor shall make arrangements for disinfection and bacteriological testing and certification of the new main and services. The Contractor shall be responsible for disinfection and flushing the main and services as well as pulling the bacteriological samples and running the incubations tests for coliform bacteria. 4. Upon successful completion of the pressure testing and disinfection, the Contractor shall thoroughly flush all mains and services prior to connection to customers. Flushing of services shall be done at the new angle stop and fittings shall be utilized such that the meter box is not flooded by the flushing operation. SECTION 9 - MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK Contractor shall submit a detailed schedule of value for all lump sum bid items to the Engineer within 15 days after award of contract. 9-3 PAYMENT 9-3.1 General Page SP 15 of 39 Revise paragraph two to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The following items of work pertain to the bid items included within the Proposal: Item No. 1 Mobilization and Demobilization (West Irvine Terrace): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 1A Mobilization and Demobilization (Balboa Island): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 2 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item includes providing four (4) CMS and updating messages on the CMS as requested by the Engineer. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 3 Excavation Safety: Work under this item shall include, adequate sheeting, shoring and bracing or equivalent methods for the protection of the life and limb, which shall comply to applicable safety orders including, but no limited to, planning designing, engineering, furnishing, constructing, and removing temporary sheeting, shoring and bracing, and any other work necessary to conform to the requirements of any permits, OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. Item No. 4 Traffic Striping: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing existing pavement striping and markers, installing temporary and permanent pavement striping, markings and Page SP 16 of 39 markers, installing street signs and posts, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 5 Surveying Services: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs of surveying, establishing horizontal and vertical controls, providing construction staking, establishing centerline ties, adjusting survey monuments, filing pre- and post -construction corner records with the county, reestablishing property corners disturbed by the work, preparing record of survey, protecting and restoring existing monuments and other survey items as required to complete the work in place. Item No. 6 Furnish and Install 6-inch PVC Water Main (AWWA C900, DR 14 CL 305): Remove existing (6" to 12") cast-iron pipe and install in same alignment: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing existing pavement and conflicting improvements, temporary and permanent support and protection of existing utilities, potholing and exposing utilities in advance of work, excavating, temporary patching or plating, controlling ground and surface water, trenching, shoring, bracing, grading, compacting, furnishing and installing 6-inch PVC water main including fittings, couplings, joint restraints, and thrust blocks, installing metallic warning and locator tape, placing bedding and backfill material, connecting to existing water facilities, removal, abandonment or protection of interfering portions of existing utilities or improvements, repaving, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 7 Furnish and Install 8-inch PVC Water Main: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing existing pavement and conflicting improvements, temporary and permanent support and protection of existing utilities, potholing and exposing utilities in advance of work, excavating, temporary patching or plating, controlling ground and surface water, trenching, shoring, bracing, grading, compacting, furnishing and installing 8-inch PVC water main including fittings, couplings, joint restraints, and thrust blocks, installing metallic warning and locator tape, placing bedding and backfill material, connecting to existing water facilities, removal, abandonment or protection of interfering portions of existing utilities or improvements, repaving, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 8 Furnish and Install Connection to Existing Water Main Per Connection Detail: Work under this item shall include furnishing and installing all pipe material including, but not limited to, removing and disposing existing pavement/ concrete and temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operations, confirming valve end fitting, trench excavation, shoring, bracing, controlling ground and surface water, bedding, backfill, compaction, slurry backfill, installing PVC pipe, fittings, couplings, thrust blocks, coatings, providing connection to existing piping, removing, abandoning or protecting interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposing of Page SP 17 of 39 excess excavation materials and all other work items as required to complete the work in place. Item No. 9 Furnish and Install 6-inch Ductile Iron Resilient Wedge Gate Valve: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for furnishing and installing a 6-inch ductile iron resilient wedge gate valve including the valve operator, valve box and cover and valve extension, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 10 Furnish and Install 8-inch Ductile Iron Resilient Wedge Gate Valve: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for furnishing and installing a 8-inch ductile iron resilient wedge gate valve including the valve operator, valve box and cover and valve extension, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 11 Furnish and Install Fire Hydrant: Work under this item shall include removing existing fire hydrant and valve and returning to CNB Utilities Yard, furnishing and installing a new fire hydrant assembly in accord with City Standard STD-501, including but not limited to, fire hydrant, breakable spool, fire hydrant bury, PVC pipe, 6- inch ductile iron resilient wedge gate valve, valve operator, valve box and cover, valve extension, fittings, pavement and sidewalk removal, temporary paving and patching or trench plates, trench excavation, shoring, bracing, controlling ground and surface water, bedding, backfill, compaction, slurry backfill, thrust block, coatings, metallic warning tape or locater wire, removing, abandoning or protecting interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposing of excess excavation materials and all other work items as required to complete the work in place. Item No. 12 Furnish and Install 1-inch Service Connection Per CNB Std-502: Work under this item shall include furnishing and installing service connection including, but not limited to, service saddle, corporation stop, copper tubing, fittings, angle meter or curb stop, meter box and customer valve, adapters, nuts, bolts, gaskets, pavement replacement, temporary paving and patching or trench plates, trench excavation, shoring, bracing, controlling ground and surface water, bedding, backfill, compaction, slurry backfill, coatings, connecting to existing meter within the meter box, adjusting customer piping to meter, removing existing service connection from existing main to meter, abandoning or protecting interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposing of excess excavation materials and all other work items as required to complete the work in place. Item No. 13 Furnish and Install 2-inch Service Connection Per CNB Std-503: Work under this item shall include furnishing and installing service connection including, but not limited to, service saddle, corporation stop, copper tubing, fittings, angle meter or curb stop, meter box and customer valve, adapters, nuts, bolts, gaskets, pavement replacement, temporary paving and patching or trench plates, trench excavation, shoring, bracing, controlling ground and surface water, bedding, backfill, compaction, Page SP 18 of 39 slurry backfill, coatings, connecting to existing meter within the meter box, adjusting customer piping to meter, removing existing service connection from existing main to meter, abandoning or protecting interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposing of excess excavation materials and all other work items as required to complete the work in place. Item No. 14 Cut and Plug Water Main and Abandon in Place: Work under this item shall include furnishing all labor, materials and equipment to cut and plug the existing water main as shown on the plans and abandoning in place the existing water main, including, but not limited to, excavation, backfill, compaction, pavement removal and replacement, and all other work items as required to complete the work in place. Item No. 15 Remove Existing Valve, Remove Existing Valve Can, Lid, Riser and Bury: Work under this item shall include pavement removal, removing the existing valve including, but not limited to, valve can, lid, riser and bury, plugging ends of existing main with concrete (18" minimum) and abandoning existing water main in place, excavation, backfill, pavement replacement and all other work items as required to complete the work in place. Item No. 16 Remove Existing AC Pipe (4"-8"): Work under this item shall include furnishing all labor, materials and equipment to remove and dispose of the existing asbestos cement pipe in accordance with local, state and federal regulations and all other work items as required to complete the work in place. Item No. 17 Furnish and Install Temporary Water Main Bypass System: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for furnishing and installing a temporary water main bypass system (highline) including piping, valves, fittings, removing the temporary water main bypass system, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 18 Pressure Test, Disinfect and Flush Water Main: Work under this item shall include successfully pressure testing, disinfecting and flushing the new water mains per the project specifications. Item No. 19 Pothole Utilities and Connections: Work under this item shall include potholing of all utilities and connections prior to PVC pipeline construction including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, excavation, exposing existing utility or point of connection, verifying horizontal and vertical location, providing information to the City, backfill, compaction, and all other work items as required to complete the work in place. Item No. 20 Trench Dewatering and Discharge: Work under this item shall include all material, labor and equipment (well point system) for providing dewatering of groundwater from trenches associated with trenching and installation of new pipelines and appurtenances, including permitting by City and other regulatory agencies, and discharge and disposal of groundwater according to all permit requirements. Also, work under this item shall include preparing an application for the OCSD Special Purpose Page SP 19 of 39 Discharge Permit including necessary groundwater quality testing, obtaining the permit, paying for the permit fee, implementing the permit requirements including the desilting tank, meter and other facilities, and providing the required monitoring testing and reporting requirerents included in the OCSD permit, and all other appurtenant work to comply with the OCSD permit for all project dewatering. Item No. 21 Remove and Construct Concrete Curb and Gutter: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing concrete curb and gutter, grading and compacting subgrade, reconstructing existing curb openings and curb drains, constructing concrete curb and gutter, constructing asphalt concrete slot paving adjacent to the curb and gutter, re -chiseling the curb face for existing underground utilities, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 22 Remove and Construct Concrete Cross Gutter: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing concrete cross gutter and spandrels, grading and compacting subgrade, placing and compacting crushed miscellaneous base, installing smooth galvanized steel bars, constructing concrete cross gutter, constructing asphalt concrete slot paving adjacent to cross gutter, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 23 Remove and Construct Concrete Sidewalk: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing sidewalk, grading and compacting subgrade, constructing concrete sidewalk, installing expansion joint material, constructing weakened plane joints, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 24 Remove and Construct Alley Approach: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing existing alley approach, grading and compacting subgrade, placing and compacting crushed miscellaneous base, constructing concrete alley approach, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 25 Cold Mill 2-inch Asphalt Concrete Pavement (Irvine Terrace): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for cold milling the asphalt concrete pavement, constructing temporary asphalt concrete ramps along milled edges, hauling and disposing the milled material offsite, and all other work items as required to complete the work in place per City Std- 106-A. Item No. 26 Place 2-Inch Asphalt Concrete Finish Course (Irvine Terrace): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for applying a tack coat, spreading and compacting the asphalt concrete Page SP 20 of 39 finish course and all other work items as required to complete the work in place per City Std-106-A. Item No. 27 Remove and Construct 8-Inch Thick P.C.C. Alley/Street Pavement (Little Balboa Island): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing existing improvements and constructing 8-inch thick P.C.C. alley or street pavement (5-foot minimum width) and all other work items as required to complete the work in place per City Std-106-A. Item No. 28 Base Pave w/Asphalt Concrete (Irvine Terrace & Balboa Island): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for applying a tack coat, spreading, compacting and base paving trench flush with hot mix asphalt concrete and all other work items as required to complete the work in place. Base paving for Alley 402-A and 402-B shall be 4-inches thick and trench width only. Item No. 29 Provide As -Built Plans: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $5,000 is determined for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. Item No. 30 Provide Allowance for Unforeseen Condition: An amount of $50,000 is to be included for unknown underground obstructions, as directed by the Engineer based on a time and materials basis. Item No. 31 Replace Damaged Landscaping/Hardscape: Work under this item shall include, but not be limited to, all labor, tools, equipment, and material costs for replacing any existing landscaping or hardscape damaged by work and all other work items as required to complete the work in place. 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 200 — ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS Page SP 21 of 39 200-2.1 General Crushed Miscellaneous Base (CMB) shall be used as the untreated base material. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. 201-2 REINFORCEMENT FOR CONCRETE 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2-inch minimum cover unless shown otherwise on the plans. SECTION 203 — BITUMINOUS MATERIALS 203-5 SLURRY SEAL 203-5.1 General Slurry seal shall be emulsion -aggregate slurry (EAS) conforming to 203-5.4. 203-5.4 Emulsion -Aggregate Slurry (EAS) 203-5.4.1 General Emulsion -aggregate slurry (EAS) shall be Type I-CQS-1h conforming to 203-3 203-5.4.2 Materials 203-5.4.2.2 Emulsified Asphalt Emulsified asphalt shall be of quick set type. 203-5.4.2.4 Latex Latex shall be Ultrapave 65K produced by the Textile Rubber and Cement Company, Inc., or equal approved by the Engineer in advance of ordering the latex additive. It shall be Page SP 22 of 39 added to the emulsified asphalt by the co -mill method at the emulsion plant at the rate of 2'/2 percent of weight of the emulsified asphalt. Latex -added emulsified asphalt shall be kept in a suspended state by an agitating mixer and mixed every three days. 203-6 ASPHALT CONCRETE 203-6.5 Type III Asphalt Concrete Mixtures Asphalt concrete finish course and leveling course shall be Type III-C3-PG 64-10 (20% max RAP). Asphalt concrete base course shall be Type III-B2-PG 64-10 (20% max RAP). SECTION 209 — PRESSURE PIPE 209-1 IRON PIPE AND FITTINGS 209-1.1 Ductile Iron Pipe 209-1.1.2 Materials All flanged pipe joints shall be joined utilizing Type 316 Stainless Steel nuts, washers and hex -head bolts. Gasket shall be full-faced, cloth reinforced Buna-N rubber. Flex and transition couplings used to join pipes in water main construction shall have all threaded parts and joining hardware fabricated from Type 316 Stainless Steel. Pipe harness assemblies, valve and fitting restraints and shackle -clamp assemblies shall be joined utilizing Type 316 Stainless Steel all -thread rod, nuts, bolts and washers. Clamps, shackles and other hardware may be carbon steel or ductile iron where appropriate, but must be coated liberally with corrosion protective mastic compound. Bolted connectors fabricated from stainless steel shall have threaded parts coated liberally with an approved anti -seize compound. All bolted and threaded fasteners shall be manufactured in the United States of America and shall conform to the minimum requirements for strength, material construction and dimension as established by the ASTM and the ANSI Specifications. All fasteners shall be accompanied by written certification from the manufacturer stating compliance with the appropriate specification. All mechanical joints shall be restrained joints. Water main fittings shall be manufactured in accord with AWWA C110 (ANSI A21-10) and shall be ductile iron. Cast Iron fittings shall not be accepted. Compact body fittings (AWWA C153) will not be permitted unless otherwise specified. Mechanical joint fittings shall be manufactured in accord with AWWA C110 and shall have retainer glands. All flanged pipe and fitting shall be shop fabricated, not field fabricated. Adapter flanges shall be ANSI B16.5 pattern, Class 150 flanges. Bolts and nuts for all installations shall Page SP 23 of 39 be Type 316 Stainless Steel. Threads shall be coated with a liberal amount of anti - seize compound. Flange gaskets shall be full-faced Buna-N, nylon impregnated rubber. Ductile iron pipe fittings and valves buried underground shall be protected with a polyethylene encasement (plastic film wrap) in accord with AWWA C105 (ANSI A 21.5). Wrap shall be loose 8-mil thick polyethylene. SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 212-5 VALVES 212-5.2 Butterfly Valves 212-5.2.1 General All butterfly valves shall be of the tight -closing, rubber -seat type, conforming to the design standards of ANSI/AWWA C504 latest revision, except where noted herein. Valves shall be bubble -tight at the rated pressure in either direction and shall be suitable for throttling service and/or operation after longs periods of inactivity. Manufacturer shall be ISO 9001 Certified or have similar certification up and above AWWA. All butterfly valves shall be from the same manufacturer. Valves shall be manufactured by the Henry Pratt Co. or approved equal. All valve bodies shall be constructed of cast iron ASTM A126, Class B with ANSI B16.1 flange drilling. All valves shall have 316 stainless steel exterior body bolts. Discs shall be of the concentric design. Valve discs shall be constructed of ductile iron ASTM A536, Grade 65-45-12 with a 316 stainless steel edge. Valves shall have a one piece through shaft of 18-8 stainless steel, corresponding to the requirements of AWWA C504, latest revision. The shafts shall fasten to the disc by means of a threaded disc pin or through pin providing a positive leak proof connection of the shaft to the disc. Seats shall be simultaneously bonded and vulcanized to the body of the valve. All interior surfaces in contact with water, excluding stainless steel and disc shall be rubber lined or epoxy coated. Valves with the rubber seat located on the valve disc will not be permitted. Seats shall be designed so that no adjustments or maintenance is required. All shaft bearings shall be of the self-lubricating, corrosion -resistant, sleeve type. Bearings shall be designed for horizontal and/or vertical shaft loading. Shaft packing shall be self-adjusting and suitable for pressure or vacuum service. The flow path for valves shall be fully rubber lined. The valve disc shall be Fusion Bonded Epoxy Coated with an AWWA NSF-61 coating system or liquid epoxy on wetted interior surfaces 16 mils, holiday free. Exterior coating shall have 16 mils of liquid epoxy. All valves to be painted at the factory by the valve manufacture. All valves shall be hydrostatic and leak tested in accordance with ANSI/AWWA C504, latest revision with the following modification: Valves shall be tested and rated at 200 PSI to facilitate field system hydro -test. All valves to be tested with the actuator installed as a complete unit by the valve manufacture. Provide certified test reports with Page SIR 24 of 39 all valve shipments. Manufacturer furnishing valves shall present proof of compliance with ANSI/AWWA C504, latest revision. The valve actuators are to be installed and tested at the factory by the valve manufacture. All actuators shall be provided with 316 stainless steel exterior body bolts. SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 214-4 PAINT FOR STRIPING AND MARKINGS 214-4.1 General Temporary striping shall be Rapid Dry paint. Final striping shall be reflectorized thermoplastic. Add Section 214-4.3 — Preformed Green Thermoplastic Markings 214-4.3 Preformed Green Thermoplastic Markings Green background bike lane and Sharrow legends shall consist of preformed thermoplastic markings and be the PreMark product by Ennis -Flint, Product No. "PM6902763" (arrow), "PM6902766L" (bike) and "PM6902769L" (Sharrow), or approved equal. The background/marking shall include the ViziGrip anti-skid treatment. Background shall be EF Bike Lane Green. 214-6 PAVEMENT MARKERS All pavement markers shall comply with Section 85 of the State of California Standard Specifications. 214-6.3 Non -Reflective Pavement Markers 214-6.3.1 General All new non -reflective pavement markers Types A and AY shall be ceramic. 214-6.4 Retroreflective Pavement Markers 214-6.4.1 General All retroreflective pavement markers shall be 3M Series 290 with glass -covered faces, or approved equal. SECTION 215 - TRAFFIC SIGNS Signs shall be standard size per the California MUTCD unless otherwise shown. Retroreflective sheeting shall be Type 4 or greater. Sign shall be made of aluminum (0.08 inch thickness). Page SP 25 of 39 New sign posts shall be 14 gauge 2 inch square (OD) unistrut installed into a 12 gauge 2 '/4 inch unistrut (OD) base. Sign mounting hardware and brackets shall be stainless steel. Unless otherwise specified, mounting hardware shall be 5/16"-18. PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.3 Removal and Disposal of Materials Removal and disposal of material shall be done by City approved licensed and Franchised Commercial Solid Waste Haulers. A current list of approved haulers can be found on the City's website at: http://newportbeachca.gov/index.aspx?page=157 and then selecting the link for Franchised Haulers List. 300-1.3.1 General The Contractor shall maintain the job site in a clean and safe condition. The Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by the Engineer. All areas of roadway removal and replacement shall have a minimum trench width of 3-feet to facilitate maximum compaction. Contractor shall meet with the Engineer to mark out the areas of roadway removal and replacement. Non -reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill. The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer and provide appropriate confirmation documentation from the recycling facility. All material disposal manifests shall be provided to the Engineer prior to release of final retention. The Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. 300-1.3.2 Requirements (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveway, and Alley Intersections. Concrete shall be removed from existing joint to existing joint. Alternatively, with prior approval from the Engineer, existing concrete may be neatly sawed to form straight edges to join proposed concrete improvements. Saw cuts on Page SP 26 of 39 concrete surfaces shall be a minimum of two (2) inches deep. Saw cuts on asphalt pavement shall be full depth. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means. SECTION 302 - ROADWAY SURFACING 302-1 COLD MILLING OF EXISTING PAVEMENT 302-1.1 General The milled pavement shall be paved with asphalt concrete (base course, leveling course or finish course) on the same day that the cold milling is performed. The limits of work for each working day or night shall extend only as far as both cold milling and placement of asphalt concrete can be completed to assure that no pavement is left milled without placement of asphalt concrete base course, level course or finish course at the end of the each work day or night. 302-1.7 Work Site Maintenance In addition to the required motorized street sweepers following the cold milling machine, the Contractor shall provide two (2) additional motorized sweepers for the duration of the grinding and paving operation. 302-4 SLURRY SEAL SURFACING 302-4.8 Spreading and Application Slurry seal shall be sufficiently cured for vehicle traffic without tracking or damage to the surface by 3:00 p.m. on the same day. In case of damage done by vehicles and/or pedestrians upon slurry that has not been sufficiently cured, the Contractor shall replace all of the damaged work at the Contractor's expense and no additional compensation shall be made by the City. Prior to applying slurry seal, the Contractor shall clean all work surfaces and remove all loose materials, vegetation, oil, and other foreign material. Additionally, all locations with weeds shall be treated by an approved weed -killer before any slurry seal is applied. 302-4.9 Field Sampling and Testing Upon the Engineer's direction, the Contractor shall slurry seal a test section within the construction limits for each slurry seal mix design. The Contractor shall apply the slurry seal test section as directed by the Engineer. No slurry seal shall be applied until the test slurry seal section have been approved the Engineer. Field samples that do not meet the requirements of Table 302-4.9.1 shall be re -tested. The Contractor shall be responsible for all cost associated with the re -testing. Page SP 27 of 39 Add Section 302-4.12 Rolling of Slurry Sealed Surface 302-4.12 Rolling of Slurry Sealed Surface Contractor shall roll all cul-de-sacs, turning knuckles, street ends and parking stalls with pneumatic (rubber) tire rollers. Pneumatic tire rollers shall conform to Section 302-2.3.5 Add Section 302-4.13 Street Sweeping and Cleanup 302-4.13 Street Sweeping and Cleanup Upon completion of the edge grinding operation, Contractor shall clean all sidewalks, parkways, driveways and gutters. Contractor shall provide street sweeping of all streets to pick up raveling sand. Street sweeping shall occur twice; one week and two weeks after placement of slurry seal. 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General All cracks'/4-inch or greater in width shall be cleaned, have weed kill applied and sealed with a hot -applied crack sealant approved by the Engineer. In residential areas, no highway rated equipment or trucks are to be used (eg. no super trucks). Use truck and trailers or transfers. Use of heavier rated trucks must be approved by Engineer. The top layer of asphalt concrete (finish course) shall be placed in a separate lift. Longitudinal joints between two passes of asphalt concrete shall be along a lane line. Holes, spalls, and cracks greater than 1/4-inch in width shall be filled and compacted to 95% minimum. The pavement shall then be cleaned with a power broom. 302-5.4 Tack Coat Tack coat shall be trackless. 302-5.8 Manholes (and Other Structures) All manholes, water valve boxes, and utility boxes shall be temporarily lowered prior to pavement cold milling. Upon completion of asphalt concrete finish course, the top of manholes, water valve boxes, and utility boxes shall be adjusted to grade to meet the smoothness requirement as specified in 302-5.6.2. 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 302-6.7 Traffic and Use Provisions The Contractor shall not allow vehicular traffic on new concrete until the concrete has attained a minimum compressive strength of 3000 psi. High early strength concrete may be attained to meet the time constraints by the use of additional portland cement or chemical admixtures in accordance with Section 201-1 and with prior approval of the Page SP 28 of 39 Engineer. The cost of high early strength concrete shall be included in the unit prices for all concrete bid items. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 303-5.1 Requirements 303-5.1.1 General Sidewalks and curb access ramps shall be opened to pedestrian access on the day following concrete placement. In addition, all forms shall be removed, irrigation systems shall be repaired, and backfill or asphalt concrete patchback shall be placed within 72 hours following concrete placement. Contractor shall provide field survey elevations twenty (20) feet on either side of the proposed concrete improvements along the flowline to confirm positive drainage. If positive drainage is not attainable, Contractor shall notify the Engineer prior to completing the concrete improvements. Concrete replacement shall extend from existing joint to existing joint. 303-5.4 Joints 303-5.4.1 General The Contractor shall sawcut parallel to the centerline of the alley, 2 feet along each side of centerline, over the entire length of the alley. The Contractor may also sawcut the property lines, adjacent to the alley, in lieu of scoring the pavement along the property lines or constructing an edged cold joint. All sawcuts shall be made to a depth of 2 inches. 303-5.5 Finishing 303-5.5.2 Curb The Contractor shall repaint any red curb that is damaged or removed. The curb shall be repainted to match the original red curb lengths." Red Paint shall be "Red Fast Dry", Product Code 181 manufactured by American Traffic Products, Inc. or approved equal. Paint can be purchased by contacting Scott Givens, Roadline Products, 562-404-8889. The Contractor shall repaint any blue curb that is damaged or removed. The curb shall be repainted to match the original blue curb lengths. Curb marking shall be reinstalled within 48 hours from re -pouring of concrete curbs. Contractor shall place Temporary No Parking ANYTIME signs on barricades where red Page SP 29 of 39 curb marking has been removed and maintain the signs until the curb marking has been replaced. 303-5.5.4 Gutter The Contractor shall hold the flow line tolerances to within 0.01 feet of those elevations shown on the plan. 303-7 COLORED CONCRETE 303-7.1 General Delete the first sentence and replace with the following: Colored concrete shall be produced by Method B (Integral Color) as described in Section 303-7.3. SECTION 306 — OPEN TRENCH CONDUIT CONSTRUCTION 306-2 DELIVERY, STORAGE, HANDLING, AND PROTECTION OF PIPELINE MATERIALS, FITTINGS, VALVES, AND APPURTENANCES 306-2.7 Shutdowns of Existing Pipelines 306-2.7.3 Temporary Bypasses The Contractor will be responsible for the installation of a temporary by-pass system as described in these special provisions and the plans. The Contractor can commence installation of new mains once the temporary by-pass system is in place and has passed a disinfection test. The Contractor shall have the by- pass line inspected by City personnel prior to commencing the project. If at any time, the temporary by-pass water system is damaged, it will be the Contractor's responsibility to repair and replace any damaged or destroyed section to the satisfaction of the City. The Contractor shall adhere to the following special provisions when installing temporary by-pass systems: 5. Water service shall be maintained to all customers at all times except as necessary to install the temporary by-pass system. The Contractor's method of providing such continuous service shall be approved by the City prior to construction. 6. It is recommended that two (2) 2-inch steel by-pass lines shall be installed, one on either side of the alley adjacent to the meter boxes. All temporary piping crossing streets shall be buried and paved flush with the existing surface. Page SP 30 of 39 7. The Contractor shall make arrangements with the City's Utilities Division for disinfection, bacteriological testing and certification of the by-pass systems. The Contractor shall be responsible for disinfection and flushing the by-pass systems as well as pulling the bacteriological samples and running the incubations tests for coliform bacteria. 8. The Contractor will then remove meters and connect services to temporary by- pass systems. Upon acceptance by the City of new water mains, after the water services have been reinstalled by the Contractor, the Contractor will disconnect the temporary by-pass system at each service connection and reinstall meters. The temporary water main by-pass system installed at any given time shall not exceed the water services between any single alley section (from local street intersection to local street intersection) unless approved in writing by the City in advance of the work, including specific limits of the proposed by-pass. 306-5 DEWATERING The Contractor shall provide and maintain at all times during construction, ample means and devices with which to promptly remove and properly dispose of all water, from any source, entering the excavations or other parts of the work. Dewatering shall be accomplished by methods which will ensure a dry excavation and preservation of the lines and grades of the bottoms of excavations. For pipeline work, the methods may include sump pumps, deep wells, well points, suitable rock or gravel placed below the required bedding for draining and pump purposes, temporary pipeline and other means. Dewatering for structures and pipelines shall commence when groundwater is first encountered and shall be continuous until such times as water can be allowed to rise in accord with the provisions of this section or other requirements. Standby pumping equipment shall be provided on the jobsite. A minimum of one standby unit (one for each ten in the event well points are used) shall be available for immediate installation should any well unit fail. The design and installation of well points or deep wells shall be suitable for the accomplishment of the work. Disposal of water from dewatering operations shall be the sole responsibility of the Contractor and shall comply with OCSD's Special Purpose Discharge Permit. See Section 7-5 (Permits) and Section 7-8.6.4 (Dewatering) for requirements. The Contractor shall dispose of the water from the work in a suitable manner without damage to adjacent property. Conveyance of the water shall be such as to not interfere with traffic flow. Water shall be desilted before disposal to any sewer system. The system used for desilting the water shall be baffled structure and shall provide not less than five minutes detention time and shall be designed to have a "flow -through" velocity not exceeding 0.2 feet per second at the anticipated peak flow. The desilting box shall be cleaned as required to maintain the detention time and flow -through limitations specified above. Page SP 31 of 39 The Contractor shall ensure that all extracted and discharged water meets the OCSD's Special Purpose Discharge Permit water quality criteria. 306-8 PREFABRICATED PRESSURE PIPE 306-8.9 Pipeline Pressure Testing, Disinfection, and Commissioning The Contractor will be responsible for pressure testing, disinfection and flushing of the new water mains. The Contractor shall adhere to the following special provisions for pressure testing, disinfection and flushing of new water mains and services. 5. Water service shall be maintained to all customers at all times except as necessary to transfer service from the old main to the new main. The Contractor's method of providing such continuous service shall be approved by the City prior to construction. 6. Contractor shall pressure test new main lines including any services prior to disinfection. 7. The Contractor shall make arrangements with the City's Utilities Division for disinfection, bacteriological testing and certification of the new main and services. The Contractor shall be responsible for disinfection and flushing the main and services as well as pulling the bacteriological samples and running the incubation tests for coliform bacteria. 8. Upon successful completion of the pressure testing and disinfection, the Contractor shall thoroughly flush all mains and services prior to connection to customers. Flushing of services shall be done at the new angle stop and fittings shall be utilized such that the meter box is not flooded by the flushing operation. SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-2.1 General The Contractor shall remove all existing traffic striping and pavement markings by grinding. Other methods such as sandblasting will not be allowed. Temporary painted striping shall be placed within 24 hours of removal. 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.1 General Temporary painted traffic striping and markings shall be lane marking paint applied at 15 mil in one coat, as soon as possible and within 24 hours after the level course, finish Page SP 32 of 39 course or slurry seal has been placed. The width of the temporary lane line stripes shall be one-half the width of the permanent final stripes. Temporary crosswalks and stop bars stripes shall be full width and shall be placed prior to opening the street to traffic. Tabs and/or "cat -tracking" stripes shall also be placed prior to opening the street to traffic. Tabs and/or "cat -tracking" will not be accepted as temporary striping. Upon completion of AC base or leveling course, temporary striping shall be installed. 314-4.2 Control of Alignment and Layout 314-4.2.1 General The Contractor shall perform all layout, alignment, and spotting. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting. Traffic striping shall not vary more than 1/2 inch in 40 feet from the alignment shown on the plans. The Contractor shall mark or otherwise delineate the new traffic lanes and pavement markings within 24 hours after the removal or covering of existing striping or markings. No street shall be without proper striping over a weekend or holiday. Stop bars and crosswalks shall not remain unpainted overnight. 314-4.4 Thermoplastic Traffic Striping and Pavement Markings 314-4.4.1 General The final reflectorized thermoplastic striping shall not be applied until the finish course pavement or slurry seal has been in place for at least 10 days but no later than 15 days. The thermoplastic shall be applied at 1.5 mm (60 mil) to 2.0 mm (80 mil) thickness for all striping except crosswalks and limit lines which shall be 2.5 mm (100 mil) to 3.0 mm (120 mil) thickness. Striping shall be applied by extrusion method. Sprayable thermoplastic striping shall not be allowed. If the Contractor fails to perform striping as specified herein, the Contractor shall cease all contract work until the striping has been properly performed. Such termination of work shall require the Contractor to re -install "NO PARKING, TOW -AWAY" signs and re -notify the affected residents, at the Contractor's sole expense. In addition, if the Contractor removes/covers/damages existing striping and/or raised pavement markers outside of the work area, he shall re-stripe/replace such work items at no cost to the City. 314-4.4.2 Surface Preparation Primer shall be applied to concrete surfaces prior to application of thermoplastic striping. The primer shall be formulated for the intended application. The concrete surface shall be roughened along the thermoplastic striping. The width of the roughened concrete surface shall match the width of the striping. Add Section 314-4.7 — Application of Preformed Green Thermoplastic Markings Page SP 33 of 39 314-4.7 Application of Preformed Green Thermoplastic Markings Install preformed green thermoplastic markings per manufacturer's recommendations. 314-5 PAVEMENT MARKERS 314-5.1 General Raised pavement markers shall not be placed until the finish course pavement or slurry seal has been in place for at least 10 days but not later than 15 days. SECTION 315 - TRAFFIC SIGN INSTALLATION Location of traffic signs shown on plans is approximate and shall be approved by the City prior to installation. Signs shall be installed at a clear height of seven feet at minimum unless otherwise shown on plans. Unistrut base shall be installed at a depth of 18 inches in concrete and 30 inches in dirt. Contractor shall USA location prior to installing sign. Anti -seize lubricant shall be applied to hardware/fasteners prior to installation. Refer to CNB DWG 924 for typical sign installation. Signs shall be reinstalled within 72 hours of removal. Regulatory signs, including but not limited to "STOP", "YIELD", Lane Designation and/or "No Parking" signs, shall be installed on barricades and placed where the removed sign was installed. Contractor shall maintain the temporary sign(s) until the sign(s) are reinstalled. Temporary "No Parking" signs, printed with specific information regarding the no parking zone, may temporarily replace removed "No Parking" signs. PART 6 - TEMPORARY TRAFFIC CONTROL SECTION 600 -ACCESS 600-1 GENERAL Ten (10) working days prior to starting work, the Contractor shall distribute construction notices to residents within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide the notices. Forty-eight (48) hours prior to the start of construction, the Contractor shall distribute to the residents a second written notice prepared by the City clearly indicating specific dates in the space provided on the notices when construction operations will start for each block or street. An interruption of work at any location in excess of 14 calendar days shall require re -notification. The Contractor shall insert the applicable dates and times at the time the notices are distributed. Page SP 34 of 39 The written notices will be prepared by the City, but shall be completed and distributed by the Contractor. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require Contractor re -notification using an explanatory letter furnished by the City. 600-2 VEHICULAR ACCESS The Contractor shall install and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which shall be posted at least forty- eight hours in advance of the need for enforcement. The signs will be provided by the City at no cost to the Contractor. However, the City reserves the right to charge $2.00 per sign following any excessive abuse or wastage of the signs by the Contractor. In addition, it shall be the Contractor's responsibility to notify the City's Police Department at (949) 644-3717 for verification of posting at least forty-eight hours in advance of the need for enforcement. City "Temporary Tow -Away, No Parking" signs are available at the Public Works Department public counter. The Contractor shall print the hours and dates of parking restriction on the "NO PARKING -TOW AWAY" sign in 2-inch high non -erase letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting. After posting temporary "NO -PARKING -TOW AWAY" signs, the Contractor shall cover street sweeping signs and parking meters, on those streets adjacent to the construction with a "PERMIT PARKING ONLY" sign, in a manner approved by the Engineer. The contractor shall also cover all street sweeping signs on the opposite side of the street from where he has posted the "PERMIT PARKING ONLY" signs, in a manner approved by the Engineer. Immediately after construction is complete and the alley is opened to traffic, the Contractor shall remove all signs and uncover the street sweeping signs. City "PERMIT PARKING ONLY" signs are available from the Engineer. In addition to the 10-day and 48-hour notices described above, the Contractor shall hand out two temporary parking permits to each residence adjacent to the alley construction. Temporary parking permits shall be filled out and signed by the Engineer and valid during the period of construction of the adjacent alley only. 600-3 PEDESTRIAN ACCESS Pedestrian access to all storefronts, offices, residences, etc., within the limits of work must be maintained at all times. The Contractor shall cooperate with the Engineer to provide advance notice to any and all establishments whose access will be impacted by construction operations, particularly sidewalk construction. 601-1 GENERAL SECTION 601 — WORK AREA TRAFFIC CONTROL Page SP 35 of 39 The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, changeable message signs (CMS), and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction, and into and out of the affected establishments. Messages for the CMS shall be updated by the Contractor as directed by the Engineer. 601-2 TRAFFIC CONTROL PLAN (TCP) The Contractor shall provide traffic control and access in accordance with Section 7-10 of the Standard Specifications and the WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H), Latest Edition. Traffic control and detours shall incorporate the following items: 1. Emergency vehicle access shall be maintained at all times. 2. The locations and wordings of all barricades, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrian and vehicular traffic will be handled in a safe manner with a minimum of inconvenience to the public. 3. All advanced warning sign installations shall be reflectorized and/or lighted. 4. The Contractor shall accommodate the City's trash collection. If the Contractor elects to work on a street or alley during its trash collection day, it shall be the Contractor's responsibility to make alternative trash collection arrangements by contacting the City's Refuse Superintendent, at (949) 718- 3466 and all affected property owners. 5. The Contractor will be allowed to close one alley or street at a time to complete the work. Work in other alleys and streets can take place if not immediately adjacent to the first area of work and does not cause any other impacts to residents, such as loss of street parking. The Contractor shall make special accommodations to provide access for residents with disabilities in the closed alleys and streets. 6. Sidewalk closures in non-residential areas, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure and SIDEWALK CLOSED USE OTHER SIDE signs on barricades at the closest crosswalk or controlled intersection. 7. Sidewalk closures in residential areas, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure. 8. Bike lane closures shall have BIKE LANE CLOSED AHEAD, BIKE LANE CLOSED, and SHARE THE ROAD/BICYCLE WARNING (combination) signs mounted on barricades in order on the approach and at the closure. Page SP 36 of 39 PART 7 - STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS SECTION 700 — MATERIALS 700-5 TRAFFIC SIGNAL MATERIALS 700-5.8 Detectors Loop wire shall be Type 2. Loop detector lead-in cable (DLC) shall be Type B. Loop sealant shall be Hot -Melt Rubberized Asphalt Sealant. SECTION 701 — CONSTRUCTION 701-17 TRAFFIC SIGNAL CONSTRUCTION 701-17.6 Detectors 701-17.6.3 Inductive Loop Detectors All installed loop detectors shall be completely functional to the satisfaction of the Engineer within five consecutive working days after placement of pavement finish course. PART 8 - LANDSCAPING AND IRRIGATION SECTION 800 - MATERIALS 800-1 LANDSCAPING MATERIALS 800-1.1 Topsoil 800-1.1.1 General Topsoil shall be Class A (imported). SECTION 801 - INSTALLATION 801-1 GENERAL The landscape contractor or subcontractor shall provide a licensed Pest Control Advisor (PCA) prior to applying herbicide. The PCA will be responsible for preparing and approving a Pest Control Recommendation and providing Safety Data Sheets (SDS). These items shall be included with the herbicide submittal. Page SP 37 of 39 The Contractor is responsible for clearing and grubbing, pruning and removing tree roots that interfere with the work. The Contractor shall be responsible for ensuring that no tree roots are pruned or cut that could compromise the stability of the tree. The Contractor shall arrange to meet with the City Arborist a minimum of five workdays prior to beginning the work. The Contractor shall describe the method of pruning and removing minor tree roots that may be encountered during construction. The City Arborist will decide at that time if a formal submittal is required for review by the City. If the Contractor encounters large tree roots, he/she shall cease work at that location and immediately contact the City Arborist for inspection. Upon inspection, the City Arborist may require the Contractor to formally submit a plan for removing the large roots to the City for review. If required, the submittal shall adhere to the following guidelines 1. Root Pruning a. Whenever possible, root pruning shall only be done on one side of the tree unless specifically authorized by the City Arborist. b. Roots shall be cleanly severed using a root -pruning machine, ax or comparable tool. 2. Arbitrary Root Cut a. A straight cut with a root -cutting machine shall be made. b. The cut shall be a maximum 14" below grade for sidewalks and 26" for curbs and shall be made as far away from the tree base as possible. 3. Selective Root Pruning a. This process involves selectively removing offending roots when a tree trunk or root flare is less than 2 feet from the sidewalk and/or the size, species or condition of the tree warrants a root cut to be hazardous to the tree or when there is only one minor offending root to be removed and/or the damage is minimal (i.e., only one panel uplifted, etc.) b. Selective root pruning shall be performed with an ax or stump -grinding machine instead of a root -pruning machine. c. All tree roots that are within the sidewalk construction area shall be removed or shaved down. d. Roots greater than two inches in diameter that must be removed, must be pre -approved by the City Arborist. Page SP 38 of 39 e. Roots shall be selected for removal on the basis that will have the least impact on the health and stability for the tree. 801-6 MAINTENANCE AND PLANT ESTABLISHMENT The maintenance and plant establishment period shall be for a period of (90) calendar days. Page SP 39 of 39 APPENDIX - A ORANGE COUNTY SANITATION DISTRICT SPECIAL PURPOSE DISCHARGE PERMIT (SPDP) APPLICATION AND SAMPLE APPLICATION Permit No. A. Instructions Special Purpose Discharge Permits are limited term permits, with a maximum term of one year. For the Orange County Sanitation District (District) to properly evaluate and process a Special Purpose Discharge Permit, ■ The Permit Application form must be filled out completely. Your application will be returned to you if there is missing information. Clearly print or type the information requested. Please write "NIA" if the information being requested does not apply. ■ The Permit Application must be signed by the Chief Operating Officer or official company representative. The District will return your Permit Application if it is not signed by the proper company official. ■ The permit fees and other charges are due at the time the Permit Application is submitted. An application received without remittance will be returned. B. Applicant and Ownership Information Applicant: Complete Legal Entity Name Mailing Address: Street City State Zip Code Phone Number: ( ) Fax Number: ( ) Contact Name: E-mail Address: Sewer Service Address: Street City State Zip Code Please include a site map List all Principal Owners / Major Shareholders of the site and/or business: Name Title Address Name Title Address Name Title Address For Corporations Only: Year of Incorporation State of Incorporation Corporate Identification No. Prior to commencement of discharge to the local and regional sewerage system, in accordance with the policies and procedures set by the District, the permit applicant must apply for and receive a Special Purpose Discharge Permit from the District. The District may require that permit applicant enter into an agreement setting forth the terms under which the special purpose discharge is authorized in addition to or in lieu of issuance of the Special Purpose Discharge Permit. C. Project and Site Information Describe and submit the following (use additional sheets if necessary): 1. Describe project generating the discharge. Include site drawings and piping layout. 2. Reasons for the discharge request to the sewer system. 3. Analysis of the feasibility of other disposal alternatives (e.g., discharging into storm drains, reuse and reclamation, etc.). 4. Describe the following ■ Is this a one-time discharge? ❑ Yes El No ■ Do you project this discharge to last longer than one year? ElYes INo ■ Projected duration: Of project: Of discharge: ■ Does the facility on this site have a Wastewater Discharge Permit issued by he Orange County Sanitation District? Yes No If yes, provide Permit number: ■ Average daily flow (gpd) from this site: gpd ■ If this is a one-time discharge, indicate the total expected discharge for the project: ■ Rate of discharge: gpm ■ Hours of discharge: From: a.m. To: p.m. ■ Number of days per week of discharge ■ Days of week of discharge (enter X): gallons Page 2 of 9 5. Location of discharge point: Include site drawings. 6. Contaminants present in the source of discharge and level of each contaminant. Constituent Level (mg/L) Analytical Method Used Include analytical reports. 7. Detailed design and technical information (include drawings and attach additional information). ■ Pretreatment system provided to remove the contaminants. • Equipment/structure and method to prevent pass -through and interference with the sewerage system in case of temporary outages, emergency shutdown, or sewer surcharge. ■ Best management practices and pollution prevention strategies designed to minimize or eliminate the proposed discharge to the sewer. ■ System to measure and record the discharge to the sewer system (see Attachment 157 for effluent flow meter installation requirements). Page 3 of 9 If effluent measuring device is already installed, please provide the following: Date of last calibration: Type of calibration: ❑ Hydraulic Instrumentation Calibration performed in situ? ❑ Yes No The calibration of an existing effluent meter may be acceptable to the District only if: ■ performed in -situ, ■ performed within 30 days prior to this application submittal and in accordance with Attachment 162, and ■ required calibration report (Attachment 162) is submitted with this application. 8. Provisions for District's staff to gain access to the effluent sample point and measuring device for the purpose of verifying compliance. Designate your company's authorized local associate that District's staff can contact to gain access to the sample point and measuring device(s): Name: Address: Street Phone Number: ( ) Title: E-mail: D. Additional Requirements and Certification Please complete and provide the following documents with your application: ■ Certification of Accuracy of Information ■ Sewer Connection Verification Statement ■ Certification of Responsible Officer ■ Option to Designate Signatory (Optional) City State Zip Page 4 of 9 APPLICATION FOR SPECIAL PURPOSE DISCHARGE PERMIT Permit No. A. Instructions Special Purpose Discharge Permits are limited term permits, with a maximum term of one year. For the Orange County Sanitation District (District) to properly evaluate and process a Special Purpose Discharge Permit, ■ The Permit Application form must be filled out completely. Your application will be returned to you if there is missing information. Clearly print or type the information requested. Please write "NIA" if the information being requested does not apply. ■ The Permit Application must be signed by the Chief Operating Officer or official company representative. The District will return your Permit Application if it is not signed by the proper company official. ■ The permit fees and other charges are due at the time the Permit Application is submitted. An application received without remittance will be returned. B. Applicant and Ownership Information Applicant: f�i�L'Ll/ S bFNC//VFE� ((U6, r//VC Complete Legal Entity Name Mailing Address: r% �+ ( Oa0/V9-00 !S-T Street City State Zip Code Phone Number: I q) 7 9J-- 7 R $ O Fax Number: ( ) Contact Name: �'� vv h `k PP E-mail Address: Mijpl 1 e of P 0 ✓> cl v 1 u S e M g r' Sewer Service l) � � �% i'y e VJ o20" - (mach % (o (,'7 Address: Street City State Zip Code Please include a site map List all Principal Owners / Major Shareholders of the site and/or business: 61* 0 F Nam.+ Iona- EGA - 100 C VIC, cae r DR- IV(-,fOW GG�C u7 C* q}iebo Name Title Address Name Title Address Name Title Address For Corporations Only: Year of Incorporation State of Incorporation Corporate Identification No. Prior to commencement of discharge to the local and regional sewerage system, in accordance with the policies and procedures set by the District, the permit applicant must apply for and receive a Special Purpose Discharge Permit from the District. The District may require that permit applicant enter into an agreement setting forth the terms under which the special purpose discharge is authorized in addition to or in lieu of issuance of the Special Purpose Discharge Permit. C. Project and Site Information Describe and submit the following (use additional sheets if necessary): 1. Describe project generating the discharge. Wa-kfr M a i In 0 --,bue r I Alt s I,�� (1 laP r t le (r'n Qs )dP ; i4 en i a�S k ,1 4-t-, u u CL4 n n r ivy um Include site drawings and piping layout. I f-'{0 -ewe f- . 2. Reasons for the discharge request to the sewer system, rto /orver -f- z !2r-0c�y1r4 IrNa-F-ev level So �i41- titor(G can l- rOmaG2-fe6 !sQAe-64 ana P F�'�ton�Ny Can � _ i,) c key- m a t V? S an s Pi ed- /iv�oc 3. Analysis of the feasibility of other disposal alternatives (e.g., discharging into storm drains, reuse and reclamation, etc.). 4. Describe the following: ■ Is this a one-time discharge? Yes © No ■ Do you project this discharge to last longer than one year? El Yes ® No ■ Projected duration: Of project: —( m orn J-k7S Of discharge: y pin ■ Does the facility on this site have a Wastewater Discharge Permit issued by he Orange County Sanitation District? Yes No If yes, provide Permit number: ■ Average daily flow (gpd) from this site: -Ar LIAO Q gpd ■ If this is a one-time discharge, indicate the total expected discharge for the project: gallons ■ Rate of discharge:rj gpm ■ Hours of discharge: From: —7: DG a.m. To: S = OCR p.m. ■ Number of days per week of discharge: 1j ■ Days of week of discharge (enter X): Mon Tue Wed Thu Fri Sat Sun ?C ?< Page 2 of 9 5. Location of discharge point: crreSewer Monocle -fo �. cr rr>°h� =,�>�s�I t LO O lli c r, D h C fr �.E�S j� LP M� rcv ,eve Vi .r-f_ S� Z.�d _C is C?dcr�fe VI"? �IrlCalrr'ri'Q c�✓��i Include site drawings. (pGlr (e— 6. Contaminants present in the source of discharge and level of each contaminant. Constituent Level (mg1L) Analytical Method Used SF6 2:,Ve'C#4g •, -my- (lePtiNrS Include analytical reports. 7. Detailed design and technical information (include drawings and attach additional information). ■ Pretreatment system provided to remove the contaminants. F--e' cS ��r22 wi t� t�2 i✓�S�a/l�'d iy�-Eo 4ky- 1 .Flom ipu mx2n4 0 S.e�l �w�v�-� �v� rOO'6m„ W'Y'RS . AR w o4-e r will -(lox-) -�i�&4 h�q d.e, - sr (frn �R--r-e 1!2o "q!4 CCU -mR!L-& IV1 --O WA-0- SeuJ-elr ■ Equipment/structure and method to prevent pass -through and interference with the sewerage system in case of temporary outages, emergency shutdown, or sewer surcharge. -t7-� ,Ov.r2 S -cl re 5'e4- 012 4-0 NOc? fs -tia4 cv. > w ynzyt `HM W O-�--Y 6b1Z Q �eY-Earny��n F ,GYI�©� 41&L IOvmpS crrP V►o0cceb 012 4T-> /t��rctkor-FY1C�-l- G'Gn 12� �rirrtltci. o-F� � �'h}r rLirr� ■ Best management practices and pollution prevention strategies designed to minimize or eliminate the proposed discharge to the sewer. ■ System to measure and record the discharge to the sewer system (see Attachment 157 for effluent flow meter installation requirements). rU &rsr. V4y, . B* &!tft -h o-A BMac 5t$* of- 94w,.-, f*.►w ro TA4- 9isc,w-A&c,* A*-ouarl, (w(, Atr*rAlfn t?ttojr ) Page 3 of 9 If effluent measuring device is already installed, please provide the following: � Date of last calibration: Mwo, WIµ.1 4444w, „F&j (S. Agl-frc* �j Sek SVtw) Type of calibration: ❑ Hydraulic Instrumentation Calibration performed in situ? Yes ❑ No The calibration of an existing effluent meter maybe acceptable to the District only if. ■ performed in -situ, ■ performed within 30 days prior to this application submittal and in accordance with Attachment 16Z and ■ required calibration report (Attachment 162) is submitted with this application. 8. Provisions for District's staff to gain access to the effluent sample point and measuring device for the purpose of verifying compliance. M oll't PIS-m f Aar- ML n Mes Designate your company's authorized local associate that District's staff can contact to gain access to the sample point and measuring device(s): Name: M s 1(� W h � x2e W_ Title: Pcc `) e 0,�- M Q VI Q I-e it Address: 2�`j 1=i �C rG✓1 cadn� �sf- I�r, a Ke Itrn 0A F �0 jo street city State Zip Code Phone Number: 2 - E-mail: )�o� Qcl t, I o -, e-h ci'10aef i n3 •C D. Additional Requirements and Certification Please complete and provide the following documents with your application: ■ Certification of Accuracy of Information ■ Sewer Connection Verification Statement ■ Certification of Responsible Officer ■ Option to Designate Signatory (Optional) Page 4 of 9 Certification of Accuracy of Information 1 have personally examined and am familiar with the information submitted in the attached document, and I hereby certify under penalty of law that the submitted information is true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Official Company Representative: Name: Ai" �Jal9P( e Signature: Title: F/t-GTi_ f r Date: 7 h4 117 Name of the person to contact concerning information provided in this application: Name: M1W+ W14t(POLG Address: dZ$71 15 • Co" j4M 5m_�i�t1 r 0' 411$o (0 Title: 0107*tr A44mi4, FP%, Telephone: ( 71!) 7y}- ,m4o Page 5 of 9 Sewer Connection Verification Statement Connection to District's Sewer System (Trunklines) Connection Permit No.: Connection Address: Discharge Pipe Size: Receiving Trunkline Name / Size: Date Connection/Inspection Fees Paid: inches Maximum Flow Rate: gpm -I Connection to Local Sewer (Collection) Systems Local Sewerage Agency: City of Newport Beach Connection/Encroachment Permit No. (if applicable): Under contract with City Connection Address: Various locations in West Newport Beach Maximum Allowed by Local Sewerage Agency: Varies gpm / inches Name and Title of Local Agency Contact: Michael J. Sinacori, P.E., Assistant City Engineer Contact's Phone No: 949 ) 644-3342 Page 6 of 9 Certification of Responsible Officer I, the undersigned, do hereby certify that I meet the definition of a Responsible Officer, as outlined below: A responsible officer is defined as: 1. For a corporation: a. a president, secretary, treasurer, or vice-president in charge of a principle business function, or any other person who performs similar policy- or decision -making functions for the corporation, or b. the manager of one or more manufacturing, production, or operating facilities provided, the manager is authorized to assure long-term environmental compliance with environmental laws and regulations; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. 2. For partnership or sole proprietorship: a general partner or proprietor, respectively. 3. For a public agency: a general manager, department manager, or supervisor of a public agency who performs policy - or decision -making functions for the public agency. 1 accept the responsibility for the overall operation of the facility and/or overall responsibility for compliance with all regulatory requirements for the facility from which the wastewater discharge originates. I understand that if, in the future, this information is no longer correct, the District will be notified in writing to establish a new Responsible Officer. Name of Responsible Officer: Michael J. Sinacori, P.E. (Please Print or Type) Signature: i��ci �aruLceu Title: Assistant City Engineer Date: 7-26-17 Permit No.: Company Name: City of Newport Beach E-mail Address: Msinacori@newportbeachca.gov NOTE: All correspondence regarding permit, enforcement, and self -monitoring issues (e.g., Self -Monitoring Forms and Reminder Letters, Notices of Violation, Permit Application, etc.) shall be sent to the Responsible Officer or to the Designated Signatory if properly authorized. If there is a change in the Responsible Officer or Designated Signatory in the future, the District must be notified in writing and the appropriate form must be submitted. Page Iof 9 Certification of Responsible Officer 1, the undersigned, do hereby certify that 1 meet the definition of a Responsible Officer, as outlined below: A responsible officer is defined as: 1. For a corporation: a. a president, secretary, treasurer, or vice-president in charge of a principle business function, or any other person who performs similar policy- or decision -making functions for the corporation, or b. the manager of one or more manufacturing, production, or operating facilities provided, the manager is authorized to assure long-term environmental compliance with environmental laws and regulations; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. 2. For partnership or sole proprietorship: a general partner or proprietor, respectively. 3. For a public agency: a general manager, department manager, or supervisor of a public agency who performs policy - or decision -making functions for the public agency. I accept the responsibility for the overall operation of the facility and/or overall responsibility for compliance with all regulatory requirements for the facility from which the wastewater dis harge originates. I understand that if, in the future, this information is no longer correct, the District will be noted in writing to est41 sh a new Responsible Officer. Name of Responsible Officer: Signature: Title: Date: 7 617 Permit No.: Company Name: PAS�,,rrn.��, E-mail Address: S 9_�g NOTE: All correspondence regarding permit, enforcement, and self -monitoring issues (e.g., Self -Monitoring Forms and Reminder Letters, Notices of Violation, Permit Application, etc.) shall be sent to the Responsible Officer or to the Designated Signatory if properly authorized. If there is a change in the Responsible Officer or Designated Signatory in the future, the District must be notified in writing and the appropriate form must be submitted. Page 7 of 9 ORANGE COUNTY SANITATION DISTRICT APPLICATION FOR ....E .- SPECIAL PURPOSE DISCHARGE PERMIT APPLICATION PACKAGE CHECKLIST Date of last regular discharge (Not Including purge water for sampling): SUBMITTED ® PERMIT APPLICATION ® PERMIT FEE REMITTANCE ($2,427.56 for New Permit effective July 1, 2017 and $1,500.00 for Renewal) (Include a copy of the check) INFORMATION AND DRAWINGS REQUIREMENTS: ® I. Current Site Drawing and Process Flow Sketch ® II. Influent Lab Analysis ® III. Certificate of Responsible Officer ❑ IV. Option to Designate Signatory ® V. Effluent Meter In Situ Hydraulic Calibration Report ® VI, Sewer Connection Verification Statement ® VII. Certification of Accuracy of Information ❑ Other: The items checked above were submitted. Applicant Signature Date Note 1: All Signatures must be from the Responsible Officer or Designated Signatory. Consultant Signatures will not be accepted. Note 2: This checklist must be submitted with the SPDP Permit Application. Page 9 of 9 TestAmerica THE LEADER IN ENVIRONMENTAL TESTING ANALYTICAL REPORT TestAmerica Laboratories, Inc. TestAmerica Irvine 17461 Derian Ave Suite 100 Irvine, CA 92614-5817 Tel: (949)261-1022 TestAmerica Job ID: 440-188379-1 Client Project/Site: Newport Beach - Water - PEI #1073 For: Paulus Engineering, Inc 2871 E. Coronado St Anaheim, California 92806 Attn: Mike Whipple A-z- Authorized for release by: 712412017 4:53:32 PM Lena Davidkova, Project Manager II (949)261-1022 Jena.davidkova@testamericainc.coni he test results in this report meet all 2003 NELAC and 2009 TNI requirements for accredited arameters, exceptions are noted in this report. This report may not be reproduced except in full, nd with written approval from the laboratory. For questions please contact the Project Manager ! the e-mail address or telephone number listed on this page. Ws report has been electronically signed and authorized by the signatory. Electronic signature is tended to be the legally binding equivalent of a traditionally handwritten signature. esults relate only to the items tested and the sample(s) as received by the laboratory. Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Table of Contents CoverPage .............................................. 1 Table of Contents ......................................... 2 Sample Summary ......................................... 3 Case Narrative ........................................... 4 Client Sample Results ...................................... 5 Method Summary ......................................... 7 Lab Chronicle ............................................ 8 QC Sample Results ........................................ 9 QC Association Summary ................................... 19 Definitions/Glossary....................................... 22 Certification Summary ...................................... 23 Chain of Custody .......................................... 24 Receipt Checklists ......................................... 25 TestAmerica Irvine Page 2 of 25 7/24/2017 Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Lab Sample ID Client Sample ID 440-188379-1 Grab Sample Summary TestAmerica Job ID: 440-188379-1 Matrix Collected Received Water 07/14/171112 07/14/1712:00 TestAmerica Irvine Page 3 of 25 7/24/2017 Case Narrative Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Job ID: 440-188379-1 Laboratory: TestAmerica Irvine Narrative Job Narrative 440-188379-1 Comments No additional comments TestAmerica Job ID: 440-188379-1 Receipt The sample was received on 7/14/2017 12:00 PM; the sample arrived in good condition, properly preserved and, where required, on ice The temperature of the cooler at receipt was 3.40 C. Receipt Exceptions The following sample was activated for TDS analysis by the client on 7/20/17: Grab (440-188379-1). This analysis was not originally requested on the chain -of -custody (COC). GC/MS VOA No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. GC Semi VOA Method(s) 608: Insufficient sample volume was available to perform a.matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 440-418052 and analytical batch 440-418372.The laboratory control sample (LCS) was performed in duplicate to provide precision data for this batch.(LCS 440-418052/4-A) Method(s) 608: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 440-418052 and analytical batch 440-418070. The laboratory control sample (LCS) was performed in duplicate to provide precision data for this batch. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Metals No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. General Chemistry Method(s) SM 4500 S2 D: The following sample was diluted due to purple color: Grab (440-188379-1). Elevated reporting limits (RL) are provided. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page Organic Prep Method(s) 1664A: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 440-417477 and analytical batch 440-417491. The Laboratory Control Sample (LCS) was performed in duplicate to provide precision data for this batch Method(s) 1664A: Analysis for Hexane Extractable Material (HEM) was performed for the following sample: Grab (440-188379-1). Since the HEM result(s) was below the reporting limit (RL), the result(s) for Silica Gel Treated - Hexane Extractable Material (SGT-HEM) was reported as a non -detect. All HEM quality control criteria were met. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. VOA Prep No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. TestAmerica Irvine Page 4 of 25 7/24/2017 Client Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Client Sample ID: Grab Lab Sample ID: 440-188379-1 Date Collected: 07/14/1711:12 Matrix: Water Date Received: 07/14/17 12:00 Method: 8260B SIM - Volatile Organic Compounds (GC/MS) Analyte Result Qualifier RL MDL Unit D 1,4-Dioxane <0.50 2.0 0.50 ug/L Surrogate %Recovery Qualifier Limits Dibromofluoromethane (Surf) 90 80 -120 Method: 608 - Organochlorine Pesticides in Water Analyte Result Qualifier 4,4'-DDD <0.050 4,4'-DDE <0.050 4,4'-DDT <0.050 Aldrin <0.050 alpha-BHC <0.050 beta-BHC <0.050 Chlordane (technical) <0.50 delta-BHC <0.050 Dieldrin <0.050 Endosulfan 1 <0.050 Endosulfan II <0.050 Endosulfan sulfate <0,10 Endrin <0.050 Endrin aldehyde <0.050 Endrin ketone <0.050 gamma-BHC (Lindane) <0.050 Heptachlor <0.050 Heptachlor epoxide <0.050 Methoxychlor <0.050 Toxaphene <2.5 Prepared Analyzed Dil Fac 07/17/17 21:30 1 Prepared Analyzed Dfl Fac 07/17/17 21:30 1 RL MDL Unit D Prepared Analyzed oil Fac 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19117 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 1.0 0.50 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.20 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.20 0.10 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 18:43 1 5.0 2.5 ug/L 07/19/17 08:25 07/19/17 18:43 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Tetrachloro-m-xylene 74 16-115 07/1911 008.25 5711911 118:43 1 DCB Decachlorobiphenyl (Surr) 52 10 - 149 07119117 08:25 07119117 18:43 1 Method: 608 - Polychlorinated Biphenyls (PCBs) (GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aroclor 1221 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1232 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1016 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1242 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1248 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1254 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Aroclor 1260 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:51 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl (Surr) 52 26-115 07/19/17 08:25 07/20/1711:51 1 Method: 200.7 Rev 4.4 - Metals (ICP) - Total Recoverable Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Arsenic 0.10 0.010 0.0089 mg/L 07/18/ 7715:46 07/19/ 7713:23 1 Cadmium <0.0025 0.0050 0.0025 mg/L 07/18/1715:46 07/19/1713:23 1 Chromium 0.12 0.0050 0.0025 mg/L 07/18/1715:46 07/19/1713:23 1 Copper 0.075 0.010 0.0050 mg/L 07/1811715:46 07/19/1713:23 1 TestAmerica Irvine Page 5 of 25 7/24/2017 Client Sample Results Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 -- -- ._..._...--- - -- - Client Sample ID: Grab Lab Sample ID: 440-188379-1 Date Collected: 07/14/17 11:12 Matrix: Water Date Received: 07/14/17 12:00 Method: 200.7 Rev 4.4 - Metals (ICP) - Total Recoverable (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Lead 0.040 0.0050 0.0038 mg/L 07/18/1715:46 07119/1713:23 1 Molybdenum 0.071 0.020 0.010 mg/L 07/18/1715:46 07/19/1713:23 1 Nickel 0.079 0.010 0.0050 mg/L 07118/1715:46 07/19/1713:23 1 Selenium <0.0087 0.010 0.0087 mg/L 07/18/1715:46 07/19/1713:23 1 Silver <0.0050 0.010 0.0050 mg/L 07/18/1715:46 07119/1713:23 1 Zinc 0.26 0.020 0.012 mg/L 0711811715:46 07/19/1713:23 1 Method: 245.1 - Mercury (CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury <0.00010 0.00020 0.00010 mg/L 07/17/17 23:31 07/18/17 17:33 1 General Chemistry Analyte Result Qualifier HEM (Oil & Grease) <1.5 SGT-HEM (Oil and Grease - Nonpolar) <1.5 Total Dissolved Solids 1100 Cyanide, Total <0.013 Ammonia (as N) 3.5 Total Sulfide <0.054 RL MDL Unit D Prepared Analyzed Dil Fac 5.2 1.5 mg/L 07/15/17 06:38 07/15/17 08:43 1 5.2 1.5 mg/L 07/15/17 06:38 07/15/17 08:43 1 10 5.0 mg/L 07/21/17 08:06 1 0.025 0.013 mg/L 07/21/1711:40 07/24/1715:34 1 1.0 0.50 mg/L 07/19/1717:23 5 0.10 0.054 mg/L 07/18/1716:11 2 Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac Biochemical Oxygen Demand <2.0 2.0 2.0 mg/L 07/14/17 15:17 1 General Chemistry - Dissolved Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Sulfide, Dissolved <0.027 HF 0.050 0.027 mg/L 07/17/17 15:10 07/18/17 13:57 1 Page 6 of 25 TestAmerica Irvine 7/24/2017 Client: Paulus Engineering, Inc Method Summary TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Method Method Description Protocol Laboratory 8260E SIM Volatile Organic Compounds (GC/MS) 9W846 TAL IRV 608 Organochlorine Pesticides in Water 40CFR136A TAL IRV 608 Polychlorinated Biphenyls (PCBs) (GC) 40CFR136A TAL IRV 200.7 Rev 4.4 Metals (ICP) EPA TAL IRV 245.1 Mercury (CVAA) EPA TAL IRV 1664A HEM and SGT-HEM 1664A TAL IRV SM 2540C Solids, Total Dissolved (TDS) SM TAL IRV SM 4500 CN E Cyanide, Total SM TAL IRV SM 4500 NH3 G Ammonia SM TAL IRV SM 4500 S2 D Sulfide, Total SM TAL IRV SM5210B BOD, 5 Day SM TAL IRV Protocol References: 1664A = EPA-821-98-002 40CFR136A = "Methods for Organic Chemical Analysis of Municipal Industrial Wastewater", 40CFR, Part 136, Appendix A, October 26, 1984 and subsequent revisions. EPA = US Environmental Protection Agency SM = "Standard Methods For The Examination Of Water And Wastewater", SW846 ='Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates. Laboratory References: TAL IRV = TestAmerica Irvine, 17461 Derian Ave, Suite 100, Irvine, CA 92614-5817, TEL (949)261-1022 TestAmerica Irvine Page 7 of 25 7/24/2017 Lab Chronicle Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Client Sample ID: Grab Lab Sample ID: 440-188379-1 Date Collected: 07/14/17 11:12 Matrix: Water Date Received: 07/14/17 12:00 Batch Batch Prep Type Type Method Run Total/NA Analysis 8260B SIM Total/NA Prep 608 Total/NA Analysis 608 Total/NA Prep 608 Total/NA Analysis 608 Total Recoverable Prep 200.2 Total Recoverable Analysis 200.7 Rev 4.4 Total/NA Prep 245.1 Total/NA Analysis 245.1 Total/NA Prep 1664A Total/NA Analysis 1664A Total/NA Analysis SM 2540C Total/NA Prep Distill/CN Total/NA Analysis SM 4500 CN E Total/NA Analysis SM 4500 NH3 G Dissolved Prep SM 4500 S2 B Dissolved Analysis SM 4500 S2 D Total/NA Analysis SM 4500 S2 D Total/NA Analysis SM5210B DII Initial Final Batch Prepared Factor Amount Amount Number or Analyzed Analyst Lab 1 10 mL 10 mL 417740 07/17/17 21:30 GK TAL IRV 250 mL 2 mL 418052 07/19/17 08:25 FTD TAL IRV 1 418070 07/19/17 18:43 KS TAL IRV 250 mL 2 mL 418052 07/19/17 08:25 FTD TAL IRV 1 418372 07/20/17 11:51 IVA TAL IRV 25 mL 25 mL 417923 07/18/17 15:46 JL TAL IRV 1 418136 07/19/17 13:23 EN TAL IRV 20 mL 20 mL 417767 07/17/17 23:31 DB TAL IRV 1 418223 07/18/17 17:33 EN TAL IRV 965 mL 1000 mL 417477 07/15/17 06:38 JCi TAL IRV 1 417491 07/15/17 08:43 JCi TAL IRV 1 100 mL 100 mL 418541 07/21/17 08:06 XL TAL IRV 50 mL 50 mL 418607 07/21/17 11:40 EC1 TAL IRV 1 419060 07/24/17 15:34 EC1 TAL IRV 5 0.8 mL 8 mL 418202 07/19/17 17:23 MMH TAL IRV 7.5 mL 7.5 mL 417684 07/17/17 15:10 HTL TAL IRV 1 7.5 mL 7.5 mL 417890 07/18/17 13:57 HTL TAL IRV 2 7.5 mL 7.5 mL 417928 07/18/17 16:11 HTL TAL IRV 1 417307 07/14/17 15:17 MMP TAL IRV Laboratory References: TAL IRV = TestAmerica Irvine, 17461 Derian Ave, Suite 100, Irvine, CA 92614-5817, TEL (949)261-1022 Page 8 of 25 TestAmerica Irvine 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Method: 8260E SIM - Volatile Organic Compounds (GC/MS) Lab Sample ID: MB 440-41774012 Client Sample ID: Method Blank Matrix: Water Prep Type: Total/NA Analysis Batch: 417740 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac 1,4-Dioxane <0.50 2.0 0.50 ug/L 07/1711719:56 1 MB MB Surrogate %Recovery Qualifier Limits Prepared 'Analyzed Dil Fac Dibromofluoromethane (Surr) 89 80 -120 6711711 119.56 1 • Lab Sample ID: LCS 440-41774013 Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 417740 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,4-Dioxane 10.0 10.2 ug/L 102 70 -125 LCS LCS Surrogate %Recovery Qualifier Limits Dibromofluoromethane (Surr) 90 80-120 Lab Sample ID: 440-188379-1 MS Matrix: Water Analysis Batch: 417740 Sample Sample Analyte Result Qualifier TA-Dioxane <0.50 MS MS Surrogate %Recovery Qualifier Dibromofluoromethane (Surf) 90 Lab Sample ID: 440-188379-1 MSD Matrix: Water Analysis Batch: 417740 Sample Sample Analyte Result Qualifier 1,4-Dioxane <0.50 MSD MSD Surrogate %Recovery Qualifier Dibromofluoromethane (Surf) 92 Client Sample ID: Grab Prep Type: Total/NA Spike MS MS %Rec. Added Result Qualifier Unit D %Rec Limits 10.0 10.5 ug/L 105 70 -130 Limits 80 - 120 Client Sample ID: Grab Prep Type: Total/NA Spike MSD MSD %Rec. RPD Added Result Qualifier Unit D %Rec Limits RPD Limit 10.0 11.6 ug/L 116 70 -130 10 30 Limits 80-120 Method: 608 - Organochlorine Pesticides in Water Lab Sample ID: MB 440-418052/1-A Matrix: Water Analysis Batch: 418070 Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch:418052 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac 4,4'-DDD <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 4,4'-DDE <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:69 1 4,4'-DDT <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Aldrin <0.050 0.10 0.060 ug/L 07/19/17 08:25 07/19/17 17:59 1 alpha-13HC <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 TestAmerica Irvine Page 9 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Method: 608 - Organochlorine Pesticides in Water (Continued) Lab Sample ID: MB 440-418052/1-A Client Sample ID: Method Blank Matrix: Water Prep Type: Total/NA Analysis Batch: 418070 Prep Batch: 418052 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac beta-BHC <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Chlordane (technical) <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/19/17 17:59 1 delta-BHC <0.050 0.20 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Dieldrin <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endosulfan 1 <0.050 0.10 0.050 ug/L 07/19/17 08:26 07/19/17 17:59 1 Endosulfan II <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endosulfan sulfate <0.10 0.20 0.10 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endrin <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endrin aldehyde <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Endrin ketone <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 gamma-BHC (Lindane) <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Heptachlor <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Heptachlor epoxide <0.050 0.10 0.050 ug/L 07119/17 08:25 07/19/17 17:59 1 Methoxychlor <0.050 0.10 0.050 ug/L 07/19/17 08:25 07/19/17 17:59 1 Toxaphene <2.5 5.0 2.5 ug/L 07/19/17 08:25 07/19/17 17:59 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed DH Fac Tetrachloro-m-xylene 81 16 -115 07119117 08:25 0711911717:59 1 DCB Decachlorobiphenyl (Surr) 80 10 -149 07/19/17 08:25 07/19/17 17:59 1 Lab Sample ID: LCS 440-418052/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 418070 Prep Batch: 418052 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 4,4'-DDD 0.400 0.374 ug/L 93 31-141 4,4'-DDE 0.400 0.374 ug/L 94 30 -145 4,4'-DDT 0.400 0.351 ug/L 88 25 -150 Aldrin 0.400 0.388 ug/L 97 42 -122 alpha-BHC 0.400 0.401 ug/L 100 37-134 beta-BHC 0.400 0.357 ug/L 89 17-147 delta-BHC 0.400 0.397 ug/L 99 19-140 Dieldrin 0.400 0.390 ug/L 98 36 -146 Endosulfan 1 0.400 0.398 ug/L 99 45-150 Endosulfan11 0.400 0.390 ug/L 97 10-150 Endosulfan sulfate 0.400 0.375 ug/L 94 26-144 Endrin 0.400 0.420 ug/L 105 30-147 Endrin aldehyde 0.400 0.371 ug/L 93 47-115 Endrin ketone 0.400 0.371 ug/L 93 52-116 gamma-BHC (Lindane) 0.400 0.377 ug/L 94 32-127 Heptachlor 0.400 0.372 ug/L 93 34 -115 Heptachlor epoxide 0.400 0.399 ug/L 100 37 -142 Methoxychlor 0.400 0.395 ug/L 99 55-115 LCS LCS Surrogate %Recovery Qualifier Limits Tetrachloro-m-xylene 89 16-115 DCB Decachlorobiphenyl (Surr) 76 10-149 TestAmerica Irvine Page 10 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Method: 608 - Organochlorine Pesticides in Water (Continued) Lab Sample ID: LCSD 440-418052/3-A Matrix: Water Analysis Batch: 418070 Analyte 4,4'-DDD 4,4'-DDE 4,4'-DDT Aldrin alpha-BHC beta-BHC delta-BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin aldehyde Endrin ketone 3amma-BHC (Lindane) Heptachlor -leptachlor epoxide Aethoxychlor Spike Added LCSD LCSD Result Qualifier 0.400 0.366 0.400 0.366 0.400 0.348 0.400 0.383 0.400 0.397 0.400 0.350 0.400 0.390 0.400 0.388 0.400 0.392 0.400 0.380 0.400 0.375 0.400 0.414 0.400 0.363 0.400 0.370 0.400 0.364 0.400 0.370 0.400 0.392 0.400 0.393 LCSD LCSD Surrogate %Recovery Qualifier Limits Tetrachloro-m-xylene 84 16-115 GCB Decachlorobiphenyl (Surr) 70 10- 149 Client Sample ID: Lab Control Sample Dup Prep Type: Total/NA Prep Batch: 418052 %Rec. RPD Unit D %Rec Limits RPD Limit ug/L 91 31- 441 2 35 ug/L 91 30 -145 2 35 ug/L 87 25 -150 1 35 ug/L 96 42 -122 1 35 ug/L 99 37 -134 1 35 ug/L 88 17.147 2 35 ug/L 98 19-140 2 35 ug/L 97 36-146 1 35 ug/L 98 45 -150 1 35 ug/L 95 10-150 3 35 ug/L 94 26 -144 1 35 ug/L 104 30-147 1 35 ug/L 91 47-115 2 35 ug/L 93 52 -115 0 35 ug/L 91 32 -127 3 35 ug/L 92 34 -115 1 35 ug/L 98 37 -142 2 35 ug/L 98 55 -115 1 35 Method: 608 - Polychlorinated Biphenyls (PCBs) (GC) F-Lab Sample ID: MB 440-418052/1-A Client Sample ID: Method Blank Matrix: Water Prep Type: Total/NA Analysis Batch: 418372 Prep Batch: 418052 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Aroclor 1221 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1232 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1016 <0.50 1.0 0.50 ug/L 07/19117 08:25 07/20/17 11:11 1 Aroclor 1242 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1248 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1254 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 Aroclor 1260 <0.50 1.0 0.50 ug/L 07/19/17 08:25 07/20/17 11:11 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac DCB Decachlorobiphenyl (Surr) 70 26 -115 07/19/17 08:25 07/20/17 11:11 1 Lab Sample ID: LCS 440-418052/4-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 418372 Prep Batch: 418052 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Aroclor 1016 4.00 3.47 ug/L 87 50-115 TestAmerica Irvine Page 11 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Method: 608 - Polychlorinated Biphenyls (PCBs) (GC) (Continued) Lab Sample ID: LCS 440-41805214-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 418372 Prep Batch: 418052 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Aroclor 1260 4.00 3.44 ug/L 86 10 -127 LCS LCS Surrogate %Recovery Qualifier Limits DCB Decachlorobiphenyl (Surr) 70 26-115 • Lab Sample ID: LCSD 440-41805215-A Client Sample ID: Lab Control Sample Dup Matrix: Water Prep Type: Total/NA Analysis Batch: 418372 Prep Batch: 418052 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit Aroclor 1016 4.00 3.55 ug/L 89 50-115 2 30 Aroclor 1260 4.00 3.54 ug/L 89 10 -127 3 30 LCSD LCSD Surrogate %Recovery Qualifier Limits DCB Decachlorobiphenyl (Surr) 80 26-115 Method: 200.7 Rev 4.4 - Metals (ICP) Lab Sample ID: MB 440-41792311-A Matrix: Water Analysis Batch: 418136 MB MB Analyte Result Qualifier Arsenic <0.0089 Cadmium <0.0025 Chromium <0.0025 Copper <0.0050 Lead <0.0038 Molybdenum <0.010 Nickel <0.0050 Selenium <0.0087 Silver <0.0050 Zinc <0.012 Lab Sample ID: LCS 440-417923/2-A Matrix: Water Analysis Batch: 418136 Analyte Arsenic Cadmium Chromium Copper Lead Molybdenum Nickel Selenium Silver RL 0.010 0.0050 0.0050 0.010 0.0050 0.020 0.010 0.010 0.010 0.020 MDL Unit 0.0089 mg/L 0.0025 mg/L 0.0025 mg/L 0.0050 mg/L 0.0038 mg/L 0.010 mg/L 0.0050 mg/L 0.0087 mg/L 0.0050 mg/L 0.012 mg/L Spike LCS LCS Added Result Qualifier 0.500 0.500 0.500 0.524 0.500 0.516 0.500 0.503 0.500 0.512 0.500 0.525 0.500 0.515 0.500 0.494 0.250 0.240 Page 12 of 25 Client Sample ID: Method Blank Prep Type: Total Recoverable Prep Batch: 417923 D Prepared Analyzed Dil Fac 07/18/1715:46 07/19/1713:19 1 07/18/1715:46 07/19/1713:19 1 07118/1715:46 07/19/1713:19 1 07/18/1716:46 07/19/1713:19 1 07/18/1715:46 07/1911713:19 1 07/18/1715:46 07/1911713:19 1 07/18/1715:46 07/19/1713:19 1 07/18/1715:46 07/19/1713:19 1 07/18/1715:46 07/19/1713:19 1 07/18/1715:46 07/19/1713:19 1 Client Sample ID: Lab Control Sample Prep Type: Total Recoverable Prep Batch:417923 %Rec. Unit D %Rec Limits mg/L 100 85 -115 mg/L 105 85-115 mg/L 103 85 -115 mg/L 101 85 -115 mg/L 102 85 -115 mg/L 105 85-115 mg/L 103 85-115 mg/L 99 85-115 mg/L 96 85-115 TestAmerica Irvine 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI *1073 Method: 200.7 Rev 4.4 - Metals (ICP) (Continued) - - Lab Sample ID: LCS 440-417923/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total Recoverable Analysis Batch: 418136 Prep Batch: 417923 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Zinc 0.500 0.506 mg/L 101 85-115 Lab Sample ID: 440-188379-1 MS Matrix: Water Analysis Batch: 418136 Sample Sample Analyte Result Qualifier Arsenic 0.10 Cadmium <0.0025 Chromium 0.12 Copper 0.075 Lead 0.040 Molybdenum 0.071 Nickel 0.079 Selenium <0.0087 Silver <0.0050 Zinc 0.26 Lab Sample ID: 440-188379-1 MSD Matrix: Water Analysis Batch: 418136 Sample Sample Analyte Result Qualifier Arsenic 0.10 Cadmium <0.0025 Chromium 0.12 Copper 0.075 Lead 0.040 Molybdenum 0.071 Nickel 0.079 Selenium <0.0087 Silver <0.0050 Zinc 0.26 Spike Added MS MS Result Qualifier 0.500 0.616 0.500 0.491 0.500 0.676 0.500 0.616 0.500 0.528 0.500 0.584 0.500 0.598 0.500 0.486 0.250 0.255 0.500 0.786 Spike MSD MSD Added Result Qualifier 0.500 0.604 0.500 0.483 0.500 0.644 0.500 0.595 0.500 0.508 0.500 0.562 0.500 0.571 0.500 0.465 0.250 0.250 0.500 0.753 ------------- ----- Method: 245.1 - Mercury (CVAA) Lab Sample ID: MB 440-41776711-A Matrix: Water Analysis Batch: 418223 MB MB Analyte Result Qualifier Mercury <0.00010 Client Sample ID: Grab Prep Type: Total Recoverable Prep Batch: 417923 %Rec. Unit D %Rec Limits mg/L 102 70-130 mg/L 98 70-130 mg/L 111 70-130 mg/L 108 70 -130 mg/L 98 70-130 mg/L 103 70-130 mg/L 104 70-130 mg/L 97 70 -130 mg/L 102 70-130 mg/L 105 70-130 Client Sample ID: Grab Prep Type: Total Recoverable Prep Batch: 417923 %Rec. RPD Unit D %Rec Limits RPD Limit mg/L 100 70.130 2 20 mg/L 97 70-130 2 20 mg/L 105 70 -130 5 20 mg/L 104 70-130 4 20 mg/L 94 70-130 4 20 mg/L 98 70 -130 4 20 mg/L 98 70-130 5 20 mg/L 93 70 -130 4 20 mg/L 100 70-130 2 20 mg/L 98 70 -130 4 20 Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch:417767 RL MDL Unit D Prepared Analyzed Dil Fac 0.00020 0.00010 mg/L 07/17/17 23:31 07/18/17 17:09 1 Lab Sample ID: LCS 440-417767/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 418223 Prep Batch: 417767 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Mercury 0.00800 0.00725 mg/L 91 85.115 TestAmerica Irvine Page 13 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 Lab Sample ID: 550-85686-AB-1-F MS Matrix: Water Analysis Batch: 418223 Sample Sample Analyte Result Qualifier Mercury <0.00010 Lab Sample ID: 550-85686-AB-1-G MSD Matrix: Water Analysis Batch: 418223 Sample Sample Analyte Result Qualifier Mercury <0.00010 Method: 1664A - HEM and SGT-HEM Lab Sample ID: MB 440-41747711-A Matrix: Water Analysis Batch: 417491 MB MB Analyte Result Qualifier HEM (Oil & Grease) <1.4 Lab Sample ID: LCS 440-417477/2-A Matrix: Water Analysis Batch: 417491 Analyte HEM (Oil & Grease) Lab Sample ID: LCSD 440-41747713-A Matrix: Water Analysis Batch: 417491 Analyte HEM (Oil & Grease) TestAmerica Job ID: 440-188379-1 Client Sample ID: Matrix Spike Prep Type: Total/NA Prep Batch: 417767 Spike MS MS %Rec. Added Result Qualifier Unit D %Rec Limits 0.00800 0.00611 mg/L 76 70 -130 Client Sample ID: Matrix Spike Duplicate Prep Type: Total/NA Prep Batch: 417767 Spike MSD MSD %Rec. RPD Added Result Qualifier Unit D %Rec Limits RPD Limit 0.00800 0.00606 mg/L 76 70-130 1 20 Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch: 417477 RL MDL Unit D Prepared Analyzed Dil Fac 5.0 1.4 mg/L 07/15/17 06:38 07/15/17 08:43 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 417477 Spike LCS LCS %Rec. Added Result Qualifier Unit D %Rec Limits 40.0 31.90 mg/L 80 78-114 Client Sample ID: Lab Control Sample Dup Prep Type: Total/NA Prep Batch: 417477 Spike LCSD LCSD %Rec. RPD Added Result Qualifier Unit D %Rec Limits RPD Limit 40.0 35.10 mg/L 88 78 -114 10 11 Method: SM 2540C - Solids, Total Dissolved (TDS) Lab Sample ID: MB 440-418541/1 Matrix: Water Analysis Batch: 418541 MB MB Analyte Result Qualifier Total Dissolved Solids <5.0 Lab Sample ID: LCS 440-418541/2 Matrix: Water Analysis Batch: 418541 Client Sample ID: Method Blank Prep Type: Total/NA RL MDL Unit D Prepared Analyzed Dil Fac 10 5.0 mg/L 07/21/17 08:06 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Total Dissolved Solids 1000 984 mg/L 98 90 - 110 Page 14 of 25 TestAmerica Irvine 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Method: SM 2540C -Solids, Total Dissolved (TDS) (Continued) Lab Sample ID: 440-188487-J-2 DU Client Sample ID: Duplicate Matrix: Water Prep Type: Total/NA Analysis Batch: 418541 Sample Sample DU DU RPD Analyte Result Qualifier Result Qualifier Unit D RPD Limit Total Dissolved Solids 11000 11000 mg/L 0 5 Method: SM 4500 CN E - Cyanide, Total Lab Sample ID: MB 440-418607/1-A Matrix: Water Analysis Batch: 419060 MB MB Analyte Result Qualifier Cyanide, Total <0.013 Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch: 418607 RL MDL Unit D Prepared Analyzed Dil Fac 0.025 0.013 mg/L 07121/1711:40 07/24/1715:34 1 Lab Sample ID: LCS 440-418607/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 419060 Prep Batch: 418607 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Cyanide, Total 0.200 0.188 mg/L 94 90-110 Lab Sample ID: 440-188314-1-1-B MS Matrix: Water Analysis Batch: 419060 Client Sample ID: Matrix Spike Prep Type: Total/NA Prep Batch: 418607 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Cyanide, Total <0.013 0.200 0.165 mg/L 83 70-115 Lab Sample ID: 440-188314-1-1-C MSD Client Sample ID: Matrix Spike Duplicate Matrix: Water Prep Type: Total/NA Analysis Batch: 419060 Prep Batch: 418607 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Cyanide, Total <0.013 0.200 0.159 mg/L 80 70 -115 4 15 Method: SM 4500 NH3 G --Ammonia Lab Sample ID: MB 440-418202/10 Matrix: Water Analysis Batch: 418202 MB MB Analyte Result Qualifier Ammonia (as N) <0.10 Lab Sample ID: LCS 440-418202/11 Matrix: Water Analysis Batch: 418202 Client Sample ID: Method Blank Prep Type: Total/NA RL MDL Unit D Prepared Analyzed Dil Fac 0.20 0.10 mg/L 07/19/1716:51 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Ammonia (as N) 5.00 4.95 mg/L 99 90 -110 TestAmerica Irvine Page 15 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Method: SM 4500 NH3 G - Ammonia (Continued) Lab Sample ID: MRL 440-418202/9 Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 418202 Spike MRL MRL %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Ammonia (as N) 0.200 0.162 J mg/L 81 10 - 200 Lab Sample ID: 440-188462-N-1 MS Matrix: Water Analysis Batch: 418202 Sample Sample Spike Analyte Result Qualifier Added Ammonia (as N) 0.13 J 5.00 Lab Sample ID: 440-188462-N-1 MSD Matrix: Water Analysis Batch: 418202 Sample Sample Spike Analyte Result Qualifier Added Ammonia (as N) 0.13 J 5.00 Method: SM 4500 S2 D - Sulfide, Total Lab Sample ID: MB 440-417928/3 Matrix: Water Analysis Batch: 417928 MB MB Analyte Result Qualifier Total Sulfide <0.027 Lab Sample ID: LCS 440-417928/4 Matrix: Water Analysis Batch: 417928 Spike Analyte Added Total Sulfide 0.500 Lab Sample ID: LCSD 440-417928/5 Matrix: Water Analysis Batch: 417928 Spike Analyte Added Total Sulfide 0.500 Lab Sample ID: 720-80676-E-3 MS Matrix: Water Analysis Batch: 417928 Client Sample ID: Matrix Spike Prep Type: Total/NA MS MS %Rec. • Result Qualifier Unit D %Rec Limits 5.32 mg/L 104 90. 110 Client Sample ID: Matrix Spike Duplicate Prep Type: Total/NA MSD MSD %Rec. RPD Result Qualifier Unit D %Rec Limits RPD Limit 5.31 mg/L 104 90 -110 0 15 Client Sample ID: Method Blank Prep Type: Total/NA RL MDL Unit D Prepared Analyzed Dil Fac 0.050 0.027 mg/L 07/18/1716:10 1 Client Sample ID: Lab Control Sample Prep Type: Total/NA LCS LCS %Rec. Result Qualifier Unit D %Rec Limits 0.418 mg/L 84 80 -120 Client Sample ID: Lab Control Sample Dup Prep Type: Total/NA LCSD LCSD %Rec. RPD Result Qualifier Unit D %Rec Limits RPD Limit 0.411 mg/L 82 80-120 2 20 Client Sample ID: Matrix Spike Prep Type: Total/NA Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Total Sulfide <0.027 F1 0.500 0.331 F1 mg/L 66 70-130 Page 16 of 25 TestAmerica Irvine 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Method: SM 4500 S2 D - Sulfide, Total (Continued) Lab Sample ID: 720-80676-E-3 MSD Client Sample ID: Matrix Spike Duplicate Matrix: Water Prep Type: Total/NA Analysis Batch: 417928 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Total Sulfide <0.027 F1 0.500 0.316 F1 mg/L 63 70-130 5 30 Lab Sample ID: MB 440-417684/1-A Client Sample ID: Method Blank Matrix: Water Prep Type: Dissolved Analysis Batch: 417890 Prep Batch: 417684 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Sulfide, Dissolved <0.027 0.050 0.027 mg/L 07/17/17 15:10 07/18/17 13:57 1 Lab Sample ID: LCS 440-417684/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Dissolved Analysis Batch: 417890 Prep Batch: 417684 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Sulfide, Dissolved 0.500 0.402 mg/L 80 80-120 Lab Sample ID: 440-188389-C-1-B MS Client Sample ID: Matrix Spike Matrix: Water Prep Type: Dissolved Analysis Batch: 417890 Prep Batch: 417684 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Sulfide, Dissolved <0.027 F1 0.500 0.326 F1 mg/L 65 70 -130 Lab Sample ID: 440-188389-C-1-C MSD Client Sample ID: Matrix Spike Duplicate Matrix: Water Prep Type: Dissolved Analysis Batch: 417890 Prep Batch: 417684 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Sulfide, Dissolved <0.027 F1 0.500 0.323 F1 mg/L 65 70-130 1 30 Method:_ SM5210B - BOD, 5 Day Lab Sample ID: USB 440-417307/1 Client Sample ID: Method Blank Matrix: Water Prep Type: Total/NA Analysis Batch: 417307 USB USB Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac Biochemical Oxygen Demand <2.0 2.0 2.0 mg/L 07/14/ 77 08:17 1 Lab Sample ID: LCS 440-417307/4 Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 417307 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Biochemical Oxygen Demand 199 179 mg/L 90 85 -115 TestAmerica Irvine Page 17 of 25 7/24/2017 QC Sample Results Client: Paulus Engineering, Inc Project/Site: Newport Beach - Water - PEI #1073 TestAmerica Job ID: 440-188379-1 Method: SM5210B - BOD, 5 Day (Continued) Lab Sample ID: LCSD 440-417307/5 Client Sample ID: Lab Control Sample Dup Matrix: Water Prep Type: Total/NA Analysis Batch: 417307 Spike LCSD LCSD %Rec. RPD Analyte. Added Result Qualifier Unit D %Rec Limits RPD Limit Biochemical Oxygen Demand 199 184 mg/L 92 85-115 2 20 C TestAmerica Irvine Page 18 of 25 7/24/2017 QC Association Summary Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 GC/MS VOA Analysis Batch: 417740 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 8260E SIM MB 440-417740/2 Method Blank Total/NA Water 8260E SIM LCS 440-417740/3 Lab Control Sample Total/NA Water 8260E SIM 440-188379-1 MS Grab Total/NA Water 8260E SIM 440-188379-1 MSD Grab Total/NA Water 8260E SIM GC Semi VOA Prep Batch: 418052 Lab Sample ID Client Sample ID • Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 608 MB 440-41805211-A Method Blank Total/NA Water 608 LCS 440-418052/2-A Lab Control Sample Total/NA Water 608 LCS 440-418052/4-A Lab Control Sample Total/NA Water 608 LCSD 440-418052/3-A Lab Control Sample Dup Total/NA Water 608 LCSD 440-418052/5-A Lab Control Sample Dup Total/NA Water 608 Analysis Batch: 418070 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 608 418052 MB 440-418052/1-A Method Blank Total/NA Water 608 418052 LCS 440-418052/2-A Lab Control Sample Total/NA Water 608 418052 LCSD 440-418052/3-A Lab Control Sample Dup Total/NA Water 608 418052 Analysis Batch: 418372 L b a Sample ID kmenc c ampie w Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 608 418052 MB 440-418052/1-A Method Blank Total/NA Water 608 418052 LCS 440-418052/4-A Lab Control Sample Total/NA Water 608 418052 LCSD 440-418052/5-A Lab Control Sample Dup Total/NA Water 608 418052 Metals Prep Batch: 417767 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 245.1 MB 440-417767/1-A Method Blank Total/NA Water 245.1 LCS 440-417767/2-A Lab Control Sample Total/NA Water 245.1 550-85686-AB-1-F MS Matrix Spike Total/NA Water 245.1 550-85686-AB-1-G MSD Matrix Spike Duplicate Total/NA Water 245.1 Prep Batch: 417923 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total Recoverable Water 200.2 MB 440-417923/1-A Method Blank Total Recoverable Water 200.2 LCS 440-417923/2-A Lab Control Sample Total Recoverable Water 200.2 440-188379-1 MS Grab Total Recoverable Water 200.2 440-188379-1 MSD Grab Total Recoverable Water 200.2 TestAmerica Irvine Page 19 of 25 7/24/2017 QC Association Summary Client: Paulus Engineering, Inc Project/Site: Newport Beach -,Water - PEI #1073 Metals (Continued) Analysis Batch: 418136 Lab Sample ID Client Sample ID 440-188379-1 Grab MB 440-41792311-A Method Blank LCS 440417923/2-A Lab Control Sample 440-188379-1 MS Grab 440-188379-1 MSD Grab Analysis Batch: 418223 TestAmerica Job ID: 440-188379-1 Prep Type Matrix Method Prep Batch Total Recoverable Water 200.7 Rev 4.4 417923 Total Recoverable Water 200.7 Rev 4.4 417923 Total Recoverable Water 200.7 Rev 4.4 417923 Total Recoverable Water 200.7 Rev 4.4 417923 Total Recoverable Water 200.7 Rev 4.4 417923 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 245.1 417767 • MB 440-417767/1-A Method Blank Total/NA Water 245.1 417767 LCS 440-417767/2-A Lab Control Sample Total/NA Water 245.1 417767 550-85686-AB-1-F MS Matrix Spike Total/NA Water 245.1 417767 550-85686-AB-1-G MSD Matrix Spike Duplicate Total/NA Water 245.1 417767 General Chemistry Analysis Batch: 417307 Lab Sample ID Client Sample ID 440-188379-1 Grab USB 440-417307/1 Method Blank LCS 440-417307/4 Lab Control Sample LCSD 440-417307/6 Lab Control Sample Dup Prep Batch: 417477 Lab Sample ID Client Sample ID 440-188379-1 Grab MB 440-417477/1-A Method Blank LCS 440-417477/2-A Lab Control Sample LCSD 440-417477/3-A Lab Control Sample Dup Analysis Batch: 417491 Prep Type Matrix Method Prep Batch Total/NA Water SM5210B Total/NA Water SM5210B Total/NA Water SM5210B Total/NA Water SM5210B Prep Type Matrix Method Prep Batch Total/NA Water 1664A Total/NA Water 1664A Total/NA Water 1664A Total/NA Water 1664A Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water 1664A 417477 MB 440-417477/1-A Method Blank Total/NA Water 1664A 417477 LCS 440-417477/2-A Lab Control Sample Total/NA Water 1664A 417477 LCSD 440-41747713-A Lab Control Sample Dup Total/NA Water 1664A 417477 Prep Batch: 417684 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Dissolved Water SM 4500 S2 B MB 440-417684/1-A Method Blank Dissolved Water SM 4500 S2 B LCS 440-417684/2-A Lab Control Sample Dissolved Water SM 4500 S2 B 440-188389-C-1-B MS Matrix Spike Dissolved Water SM 4500 S2 B 440-188389-C-1-C MSD Matrix Spike Duplicate Dissolved Water SM 4500 S2 B Analysis Batch: 417890 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Dissolved Water SM 4500 S2 D 417684 MB 440-417684/1-A Method Blank Dissolved Water SM 4500 S2 D 417684 LCS 440-41768412-A Lab Control Sample Dissolved Water SM 4500 S2 D 417684 TestAmerica Irvine Page 20 of 25 7/24/2017 QC Association Summary Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 General Chemistry (Continued) Analysis Batch: 417890 (Continued) Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188389-C-1-B MS Matrix Spike Dissolved Water SM 4500 S2 D 417684 440-188389-C-1-C MSD Matrix Spike Duplicate Dissolved Water SM 4500 S2 D 417684 Analysis Batch: 417928 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water SM 4500 S2 D MB 440-417928/3 Method Blank Total/NA Water SM 4500 S2 D - LCS 440-417928/4 Lab Control Sample Total/NA Water SM 4500 S2 D LCSD 440417928/5 Lab Control Sample Dup Total/NA Water SM 4500 S2 D 720-80676-E-3 MS P� Matrix Spike Total/NA Water • SM 4500 S2 D 720-80676-E-3 MSD Matrix Spike Duplicate Total/NA Water SM 4500 S2 D Analysis Batch: 418202 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water SM 4500 NH3 G MB 440-418202/10 Method Blank Total/NA Water SM 4500 NH3 G LCS 440-418202/11 Lab Control Sample Total/NA Water SM 4500 NH3 G MRL 440-418202/9 Lab Control Sample Total/NA Water SM 4500 NH3 G 440-188462-N-1 MS Matrix Spike Total/NA Water SM 4500 NH3 G 440-188462-N-1 MSD Matrix Spike Duplicate Total/NA Water SM 4500 NH3 G Analysis Batch: 418541 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water SM 2540C MB 440-418541/1 Method Blank Total/NA Water SM 2540C LCS 440-418541/2 Lab Control Sample Total/NA Water SM 2540C 440-188487-J-2 DU Duplicate Total/NA Water SM 2540C Prep Batch: 418607 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water Distill/CN MB 440-418607/1-A Method Blank Total/NA Water Distill/CN LCS 440-418607/2-A Lab Control Sample Total/NA Water Distill/CN 440-188314-1-1-B MS Matrix Spike Total/NA Water Distill/CN 440-188314-1-1-C MSD Matrix Spike Duplicate Total/NA Water Distill/CN Analysis Batch: 419060 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-188379-1 Grab Total/NA Water SM 4500 CN E 418607 MB 440-418607/1-A Method Blank Total/NA Water SM 4500 CN E 418607 LCS 440-418607/2-A Lab Control Sample Total/NA Water SM 4500 CN E 418607 440-188314-1-1-B MS Matrix Spike Total/NA Water SM 4500 CN E 418607 440-188314-1-1-C MSD Matrix Spike Duplicate Total/NA Water SM 4500 CN E 418607 TestAmerica Irvine Page 21 of 25 7/24/2017 Definitions/Glossary Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 Qualifiers General Chemistry Qualifier Qualifier Description HF Field parameter with a holding time of 15 minutes. Test performed by laboratory at clienPs request. F1 MS and/or MSD Recovery is outside acceptance limits. J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Glossary Abbreviation These commonly used abbreviations may or may not be present in this report. a Listed under the "D" column to designate that the result is reported on a dry weight basis %R Percent Recovery CFL Contains Free Liquid CNF Contains No Free Liquid DER Duplicate Error Ratio (normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit (DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re -analysis, Re -extraction, or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration (Radiochemistry) EDL Estimated Detection Limit (Dioxin) LOD Limit of Detection (DoD/DOE) LOQ Limit of Quantitation (DoD/DOE) MDA Minimum Detectable Activity (Radiochemistry) MDC Minimum Detectable Concentration (Radiochemistry) MDL Method Detection Limit ML Minimum Level (Dioxin) NC Not Calculated ND Not Detected at the reporting limit (or MDL or EDL if shown) PQL Practical Quantitation Limit QC Quality Control RER Relative Error Ratio (Radiochemistry) RL Reporting Limit or Requested Limit (Radiochemistry) RPD Relative Percent Difference, a measure of the relative difference between two points TEF Toxicity Equivalent Factor (Dioxin) TEQ Toxicity Equivalent Quotient (Dioxin) TestAmerica Irvine Page 22 of 25 7/24/2017 Accreditation/Certification Summary Client: Paulus Engineering, Inc TestAmerica Job ID: 440-188379-1 Project/Site: Newport Beach - Water - PEI #1073 La®oraiory: i estAmerica Irvine - - - - - - unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below. - Authority Program EPA Region Identification Number Expiration Date California State Program g CA ELAP 2706 06-30-18 The following analytes are included in this report, but accreditation/certification is not offered by the governing authority: Analysis Method Prep Method Matrix Analyte 1664A 1664A Water SGT-HEM FOR and Grease - Nonpolar) 608 608 Water 4,4'-DDD 608 608 Water 4,4'-DDE 608 608 Water 4,4'-DDT 608 608 Water Aldrin 608 608 Water alpha-BHC 608 608 Water Aroclor 1016 608 608 Water Aroclor 1221 608 608 Water Aroclor 1232 608 608 Water Aroclor 1242 608 608 Water Aroclor 1248 608 608 Water Aroclor 1254 608 608 Water Aroclor 1260 608 608 Water beta-BHC 608 608 Water Chlordane (technical) 608 608 Water delta-BHC 608 608 Water Dieldrin 608 608 Water Endosulfan 1 608 608 Water Endosulfan II 608 608 Water Endosulfan sulfate 608 608 Water Endrin 608 608 Water Endrin aldehyde 608 608 Water Endrin ketone 608 608 Water gamma-BHC (Lindane) 608 608 Water Heptachlor 608 608 Water Heptachlor epoxide 608 608 Water Methoxychlor 608 608 Water Toxaphene TestAmerica Irvine Page 23 of 25 7/24/2017 Poisno }o uM40 6LE29 L Otib z z O a O o:;nr»3r.1�t- C F U U U ' m m u"`yy o o Z .. m ii x�agx� ma m U ma=x� E a xZnS Y. zRia 3owu9 m . O � aai uoa o!' iLn E E FE � m sPOIoS Panlossl0 ZS 0054WS im: � ro � y ul omi � E N ino m O Q c E E � m W3H•1'�SIW3H•V699L"••� - ePlueA�OOSY 9 N� !.m. \ N oPWns loL•0 ZS OOSVWS, E cg, m u A¢O S bOe • olBOaae BOLZSWS : Aluo suexol0.6'L • WIS- 909ZB \ Q U c EAmyoW-L'96Z'mZ'Oy"sS'IN'oW'9d'�O0'PO'sV•L'OOL E O F� ii E . m C 2 a Nseeluowwy-N•'J CHN00SO14B c y J � o ao F � 8 Lssd 909'6Jd 909 ��` � > m h o_ E a S _ �J3 $ . AD �� ,3 a > m J I] _ W m C\ E C o �� o o E ID O Q E E i P �• N 30 l7 m m g m lu m N o; an d 1 E E E L U u Vcc) o u O m f �. 03 �Q 3 y rr c o o c m c m h d o Z V CJ o ^ G E ro a j , T o N O; E _ "T.. M c _ W a u ro= _ n U L V c N G ym7 m a N 7 C Z m C 9 N 7 ? U Q C N !O d a c _a c U o m T T m K v T m .T.. y m C o t U� S'. W E m 1 00 N a a Z o o. y _ L z v. m T .� 5 o t �Y F� 8 m mW oar`o bm m� 3a '.� oa EL 8'm m N - Inn 4� ? a W c c K U IL U U U O- ¢ N U ¢ va U tr` W tt Z in N U Page 24 of 25 7/24/2017 Login Sample Receipt Checklist Client: Paulus Engineering, Inc Job Number: 440-188379-1 Login Number: 188379 List Number: 1 Creator: Avila, Stephanie 1 Question List Source: TestAmerica Irvine Answer Comment Radioactivity wasn't checked or is </= background as measured by a survey True meter. The cooler's custody seal, if present, is intact. N/A Not present Sample custody seals, if present, are intact. N/A Not Present The cooler or samples do not appear to have been compromised or True tampered with. Samples were received on ice. True Cooler Temperature is acceptable. True Cooler Temperature is recorded. True COC is present. True COC is filled out in ink and legible. True COC is filled out with all pertinent information. True Is the Field Sampler's name present on COC? True There are no discrepancies between the containers received and the COC. True Samples are received within Holding Time (excluding tests with immediate True HTs) Sample containers have legible labels. True Containers are not broken or leaking. True Sample collection date/times are provided. True Appropriate sample containers are used. True Sample bottles are completely filled. True Sample Preservation Verified. N/A There is sufficient vol. for all requested analyses, incl. any requested True MS/MSDs Containers requiring zero headspace have no headspace or bubble is True <6mm (114"). Multiphasic samples are not present. True Samples do not require splitting or compositing. True Residual Chlorine Checked. N/A TestAmerica Irvine Page 25 of 25 7/24/2017 [13] w M CC-1 0 1IErER SPECIFICATION SHEET BATTERY POWERED FLANGED ELECTROMAGNETIC FLOW METER DESCRIPTION McCrometer's Dura Mag is the easy choice for tough applications. With a 5-year battery life, Dura Mag eliminates the need for AC power connection while providing the easiest installation possible for a flanged mag flow meter. The meter is available to fit a common range of irrigation line sizes, from 4"to 12"diameter pipe. Dura Mag offers accuracy of +/-1 % with only 2D of upstream and 1 D of downstream straight pipe required for most installations, all with the durability that the agricultural market has come to expect from McCrometer for the past 60 years. The integrated electronic converter is secured with tamper evident screws. The meter offers flow rate and totalizer with a 5-year battery life. Dura Mag features two 3.6V lithiumthionyl chloride (Li-SOCl2) D size batteries and one back-up battery. The batteries are easily replaced in the field in under 10 minutes. Pulse and 4-20mA output are available for remote meter reading or SCADA. Dura Mag is compatible with McCrometer CONNECT wireless systems, which allows users to access flow data by simply logging on to the Internet. This eliminates costly manual meter reading. FREQUENTLY ASKED QUESTIONS Q: What is the expected life of the battery pack? A: The battery pack is covered under warranty for 3 years, but is expected to last 5 years. Q: Is there a data logger? A: Yes, every Dura Mag comes standard with an internal data logger for easy data recording and transfer. Q: What alarms are available? A: Two alarms: Empty pipe alarm and low battery. Q: What if I need to connect to telemetry? A: Choose one of the pulse or 4-20mA output options. If using one of McCrometer's telemetry options, choose the telemetry -ready 7-pin connector. Aili mcuolV�TER 3255 WEST STETSON AVENUE • HEMET, CALIFORNIA 92545 USA www.mccrometer.cam TEL:951.652-6811 r 800-220-2279 • FAX:951-652-3078 Printed In The US.A, Lit. k 30122-59 Rev. 1.116-23-17 Copyright m 2014-2017 McCrometer, Inc. All printed material should not be changed or altered without permission of McCrometer. Any published technical data and instructions are subject to change without notice. Contact your McCrometer representative for current technical data and instructions. FPI Mag* is a registered trademark of McCrometer, Inc. SPECIFICATIONS Pipe Sizes 4", 6", 8 , 10 , 12" Accuracy * ±1%or± 0.075% of standard full scale Display 2-Line LCD display (no backlight), 16 characters per line Non-volatile memory • Anti -reverse totalizer (standard) Total (to 9 digits of precision) Flow Rate and Velocity (to 5 digits of precision) Two alarms: low battery and empty pipe Note: To preserve battery life a button on the front of the converter activates the display, Power Battery Standard: two 3.6V lithium-thionyl chloride (Li-SOCI) D size batteries. Batteries are field replaceable DC Power Linear power supply 10-35VDC, 2AW Battery Life 5 years (3-year warranty) Outputs Pulse Output Digital pulse (open collector) output for volumetric and/or alarm Analog Output 4-20mA (not galvanically separated from the power supply). DC powered option only. Data Storage Data logger (standard with all models), minimum of five years of data stored Environmental Operating _4° to 140°F (-20° to 60°C) Temperature Storage Temperature -40° to 149°F (-40° to 65°C) Electrical connects Optional quick connect for easy installation Pipe Run Requirements 2D Upstream / 1 D Downstream Pressure Rating 150 psi Options and Two alarms: low battery and empty pipe Accessories Data logger cable (sold separately) DC power w/battery backup Pulse & 4 20mA output Annual verification / calibration Units US gallons US gallons x1000 (standard totalizer) US gallons 0,000,000 cubic inches cubic feet cubic feet x1000 cubic centimeters cubic decimeters milliliters, liters deciliters hectoliters kiloliters megaliters cubic meters cubic meters x1000 acre feet acre inches imperial gallons imperial gallons x1000 imperial gallons xl,000,000 standard barrels oil barrels miner inch days Unit Rate Scales seconds, minutes, hours, days * All Dura Mag meters are calibrated in a NIST traceable gravimetric test stand with a minimum straight run of 10D upstream and 2D downstream. A calibration certification report is provided with each Dura Mag meter certifying the specification accuracy in our laboratory test. Alternative piping configurations or electrical environments may impact the performance of the meter in the field. METER GROUNDING RECOMMENDATIONS METER BODY DIMENSIONS AND WEIGHTS Grounding the meter body for safety according to national (NEC) or local electrical codes is recommended on ALL meter installations. For best performance, grounding the fluid column is recommended when the meter is installed in an electrically noisy environment, such as with VFD pumps or nearby electrical systems with insufficient grounding. Conductive or uncoated pipe - the uncoated pipe flange can be used to establish a connection to earth ground. Plastic or internally coated pipe - grounding rings can be installed to establish a connection to earth ground See the Dura Mag IOM Manual, Lit. # 30122-53, for more information on grounding configurations using grounding rods and grounding rings. Pipe Size (Nominal) Standard GPM Flow Ranges Min - Max DIMENSIONS (Lav Lencciths in Inches * Estimated Shipping Weight (lbs.) A* g I C 4" 30 -1,000 13.4" 9.0" 9.25" 70 6" 60 - 2,000 14.6" 11.0" 10.25" 80 105 - 3,500 16.1" 13.5" 11.25" 115 i8" 10" 165 - 5,500 18.5" 16.0" 12.5" 140 12" 195 - 6,500 19.7" 19.0" 13.5" 190 * Shipping weights are estimated and may change due to specific order packaging. Side View End View MCCROMM 3255 WEST STETSON AVENUE • HEMET, CALIFORNIA 92545 USA www.mccrometer.com Iwo+ TEL: 951-652-6811.800-220.2279 • FAX: 951-652-3078 Printed In The USA. Lit. N 30122-59 Rev.1.1 16.23.17 Copyright * 2014-2017 McCrometer, Inc. All printed material should not be changed or altered without permission of McCrometer. Any published technical data and instructions are subject to change without notice. Contact your McCrometer representative for current technical data and Instructions. FPI Mag* is a regi stered trademark of McCrometer, Inc. OC ui @ 2P