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Home My WebLink AboutAKM Consulting Engineers, Inc. - 2015-06-01Dept. ID PW 18-012 Page 1 of 1 Meeting Date: 4/2/2018 �qplomEb 7-0 CITY OF HUNTINGTON BEACH REQUEST FOR. CITY COUNCIL ACTION MEETING DATE: 4/2/2018 SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Fred A. Wilson, City Manager PREPARED BY: Travis K. Hopkins, PE, Director of Public Works SUBJECT: Approve and authorize execution of Amendment No. 1 to Agreement with AKM Consulting Engineers, Inc. extending the term of the Agreement to June 1, 2020 (Edgewater Sewer Lift Station) Statement of Issue: An amendment to the current Agreement with AKM Consulting Engineers, Inc., is necessary to extend the term in order to complete construction of the Edgewater Sewer Lift Station. Financial Impact: No additional funds are being added to the Agreement. Recommended Action: Approve and authorize the Mayor and City Clerk to execute "Amendment No. 1 to Agreement Between the City of Huntington Beach and AKM Consulting Engineers, Inc." Alternative Action(s): Do not approve and direct staff on how to proceed. Analysis: On June 1, 2015, the City entered into an agreement with AKM Consulting Engineers, Inc. to provide On -Call Civil Engineering Services for a three-year period, ending June 1, 2018. AKM is the design engineer of record for the Edgewater Sewer Lift Station project, which is currently under construction and expected to be completed in approximately 12 months. As the design engineer of record, it is necessary to extend the term of the agreement in order for AKM to provide on -going services through the completion of the project. Amendment No. 1 will extend the term of the agreement for an additional two -years. Environmental Status: Not applicable Strategic Plan Goal: Enhance and maintain infrastructure Attachment(s): 1. "Amendment No. 1 to Agreement Between the City of Huntington Beach and AKM Consulting Engineers, Inc." HB -149- Item 6. - 1 AMENDMENT NO. 1 TO AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND AKM CONSULTING ENGINEERS, INC. THIS AMENDMENT is made and entered into by and between the CITY OF HUNTINGTON BEACH, a California municipal corporation, hereinafter referred to as "City," and AKM CONSULTING ENGINEERS, INC., a California corporation, hereinafter referred to as "Consultant." WHEREAS, City and Consultant are parties to that certain agreement, dated June 1, 2015, entitled "Professional Services Contract Between The City of Huntington Beach and AKM Consulting Engineers, Inc. For On Call Civil Engineering Services," which agreement shall hereinafter be referred to as the "Agreement;" and City and Consultant wish to extend the Term of the Agreement for two (2) additional years in order for Consultant to complete the remaining tasks, NOW, THEREFORE, it is agreed by City and Consultant as follows: EXTENSION OF TERM The term of the Agreement is hereby extended for two (2) additional years. The Agreement shall now expire on June 1, 2020. 2. REAFFIRMATION Except as specifically modified herein, all other terms and conditions of the Agreement shall remain in full force and effect. 18-6362/176072/DKO AKM CONSULTING ENGINEERS, INC., print name ITS: (circle one) Chairman/Presiden ice President AND By: print name ITS: (circle one) S etary/Chief Financial Officer/Asst. Secrctary ensurer 18-6362/176072/DKO CITY OF HUNTINGTON BEACH, a municipal corpgration oft, a State of Califorljia, / .A Mayor INITIATED AND APPROVED: Director of Public orks REVIVE ,WDAPPROVED: itgwer City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 • www.huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk April 5, 2018 AKM Consulting Engineers, Inc. Attn: John Loague 553 Wald Irvine, CA 92618 Dear Mr. Loague: Enclosed is a fully executed copy of the "Amendment No. 1 to Agreement Between the City of Huntington Beach and AKM Consulting Engineers, Inc." Sincerely, Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand FERRUZZO & FERRUZZO, LLP ATTORNEYS AT LAW A LIMITED LIABILITY PARTNERSHIP, INCLUDING PROFESSIONAL CORPORATIONS VASKO R MITZEV 3737 BIRCH STREET, SUITE 400 Partner NEWPORT BEACH, CALIFORNIA 92660 rz, a Cn L-j Li NIi'chael Gates, Esq CITY OF HUNTINGTON BEACH 2000 Main Street P O Box 190 Huntington Beach, CA 92648 Tom Herbel, City Engineer CITY OF HUNTINGTON BEACH 2000 Main Street P O Box 190 Huntington Beach, CA 92648 DECEMBER 23, 2015 Fred A Wilson, City Mgr CITY OF HUNTINGTON, BEACH 2000 Main Street P O Box 190 Huntington Beach, CA 92648 Joe Dale, Construction Mgr CITY OF HUNTINGTON BEACH 2000 Main Street P O Box 190 Huntington Beach, CA 92648 TELEPHONE (949) 608 6900 TELEPHONE (714) 834 9322 TELEPHONE (714) 641 1690 FACSIMILE (949) 608-6994 FACSIMILE (714) 834 9358 FACSIMILE (714) 641 1780 WWW FERRUZZO COM i A214A 4\365905 V I Travis K. Hopkins, PE CITY OF HUNTINGTON BEACH 2000 Main Street P O Box 190 Huntington Beach, CA 92648 City Clerk Joan L Flynn, CMC CITY OF HUNTINGTON BEACH 2000 Main Street P O Box 190 Huntington Beach, CA 92648 City Council, c/o Mayor Jim Katapodis CITY OF HUNTINGTON BEACH 2000 Main Street P O Box 190 Huntington Beach, CA 92648 Re AKM consulting Engineers' Demand for Preservation of Evidence and Litigation Bold of Tangible and Electronically Stored Information ("ESI") I Dear Mr Gates. l We represent AKM Consulting Engineers' ("AKM") in its claim against the City of Huntington Beach ("City") AKM has previously filed its Claim with the City, it is attached as Exhibit A Please direct all further correspondence to my attention I presume you will be the focused contact for the City and will direct all further correspondence strictly to your attention, unless otherwise inforiied This initial intioduction and demand is globally addressed AKM demandsland City is hereby on notice to preserve any and all information and evidence that may be related to AKM's claim related to the City's affirmative termination of AKM's professional services, breach of contract, November 20, 2015 Termination of Professional Services FERRUZZO & FERRUZZO, LLP ATTORNEYS AT LAW A Limited Liability Partnership, including Profess,onal Corporations Michael Gates, Esq. December 23, 2015 Page 2 Contract for As -Needed Construction Management and Administrative Support Services, defamation, trade libel, commercial disparagement with respect to existing and prospective AKM officers, agents, representatives, clients, leads, contracts, projects and accounts, including construction management and inspection services for the Trinidad Lift Station No. 29 Project collectively "Subject Matter"), for the period 2013 to the present. i A separate demand prior to initiation of litigation and service of process will be served on the City. This Evidence Preservation Demand is specifically articulated in the identification of names, documents and subject matter, through Attachment B. The City should expect that this evidence will be sought in discovery, shortly after initiation of litigation by AKM This advance notice affords the City sufficient time and opportunity to organize responsive information and preserve it in anticipation Of its demand production and use in litigation We hereby demand City and anyone working on its behalf not destroy, conceal, or alter any such hard copy or electronic information in any way City has a duty to preserve all potentially relevant electronically stored data Hereinafter, all of the individuals listed in Attachment B and City, and its subsidiaries, divisions, agents, or employees shall, for brevity, be collectively referred to as «City„ Consistent with that duty, we request that City's data be preserved and maintained in a readily accessible format, and in accordance with the following safeguards 1. City must take jany and all necessary steps to preserve all electronically stored information ("ESI") that may be relevant to this Subject Matter EST includes any and all files, metadata, pst files, electronic calendars, text messages, emails, phone records, or any other electronically stored information ESI may be found on many locations, including but not limited to computers, cell phones (work and personal), hard drives, backup tapes, network servers, flash drives, USB drives, CDs, DVDs, remote backup services, security camera storage drives, offsite data storage locations, and any other electronic storage device or location City must stop fits continued use of relevant electronic equipment, computers, cell phones, or other storage devices, and preserve all such ESI of City and any other agent or representative of City The continued use of such equipment might cause the evidence to be )-farmed or altered, Specifically, we demand the computers, cell phones, digital voicemail storage, and/or other equipment containing any ESI be taken out of service immediately and preserved from access or usage by others in a secure location The continued use of such items is a failure to comply with this demand for preservation of evidence and spoliation of evidence It is hereby demanded that City make no modifications, upgrades, or updates to its handheld electronic devices ( aka cellular phones or other type of device Such acts could be construed as affirmative destructive conduct to the content contained on the device FERRUZZO & FERRUZZO, LLP ATTORNEYS AT LAW A ,,nitad Labwty Par•nersh-p, including Professional Corpo•ations Michael Gates, Esq. December 23, 2015 Page 3 All Ca Civ. Proc 2031 310 0)(1), The following types of electronic data and/or the electronic data of City should be preserved in native format with rrietadata intact, in accordance with the steps set forth below 1 All materials of any kind relevant to this Subject Matter and related to Attachment B, • All electronic mail and information about electronic mail (including message contents, header inform tion, metadata, and logs of e-mail system usage) sent or received by anyone relating to this�Subject Matter, • All databases, }ncluding field and structural information as well as records, containing any information relating to this Subject Matter; • All logs of act Ivrty on any computer systems that have been used to process or store data ; containing information relating to this Subject Matter; • All other electronic data containing information about, or relating to this Subject Matter, including but riot limited to (a) all word processing files and file fragments, (b) electronic data created by�� applications that process financial, accounting and billing information, (c) all electronic calendar and scheduling program files and file fragments, and (d) all electronic spreadsheet fil 1 s and file fragments • All text and ph ne messaging and email communications sent by any of the Exhibit B-named parties or other City agents, representatives or employees, regarding AKM, AKM's employees, agents, representatives, clients, leads and/or accounts, projects, past or present Given this notice, City should immediately obtain forensic computer experts to take an exact copy of all ESI in City�s possession, custody, or control Best practices dictate that forensic images be made of each medium of ESI (computer, phone, tablet, server hard drive, etc.) to preserve ESI from the above named parties and related to the Subject Matter. 2. /VI With regard tc� online storage and/or direct access storage devices attached to City's computers, mainframe and/or minicomputers. we request that City not modify or delete any existing electronic data files thati meet the criteria set forth above, unless an exact true and correct mirror copy has been made and wl be preserved and kept accessible No ESI should e recycled as e-waste and no electronic medium, including laptop, computer, tablet, phone, server, I iard drive, desktop, usb, flash drive, etc , should be destroyed, recycled or sold/altered or donate FERRUZZO & FERRUZ20, LLP ATTORNEYS AT LAW A Limited Liability Partnership, including Professi nal Corporations Michael Gates, Esq. December 23, 2015 Page 4 3. A With regard to all electronic media used for offline storage, including magnetic tapes and cartridges, CDs, DVD , and the like, used with any computer, that contain any electronic information relating to this Subjec Matter, we request that City stop any activity that may result in the loss of such data This request is intended to cover all removable electronic media used for data storage in any device containin backup and/or archive data sets including computer systems, including magnetic tapes and ca ridges, magneto -optical disks, floppy diskettes, and other media, whether used with personal computers, mimcomputers or mainframes or other computers, and whether containing back up and/or archive data sets and other electronic data, for all of City's computer sy stems 4. ATA City should no dispose of any electronic data storage devices and/or media that may contain electronic data meetrn the criteria listed above, even if those devices/media might be subject to replacement due to fai ure and/or upgrade and/or other reasons. 5. FIXE DRIVES ON STAND—ALONE PERSONAL COMPUTERS AND We request th t City not alter or erase relevant electronic data that existed on fixed drives attached to stand-alon microcomputers and/or network workstations at the time of filing of this action, or perform o her procedures such as data compression and disk refragmentation or optimization routines that may impact such data, unless an exact copy has been made of such active files and of directory listings (including hidden files) for all directories containing such files and that it completely restore any deleted electronic files and file fragments and arrange to preserve all such data during the pendency of this litigation 6. We request that City preserve copies of all programs, applications and utilities that may be used to process electronic data discussed in this letter 7. LOG OF SYSTEM MODIFICATIONS We request that City maintain an activity log to document modifications made to any electronic data processing system that may affect any system's capability to process any electronic data relating to this Subject Matter, regardless of whether such modifications were made by employees, contractors, vendors and/or any other third parties FERRUZZO & FERRUZ40, LLP .ATTORNEYS AT LAW A Limited Liabot*y Partnership, including Pro'essipnal Corpo,ations Michael Gates, Esq. December 23, 2015 Page 5 8. Please immediately take the following steps with regard to all the fixed drives attached to any personal computers used by anyone under City's control • An exa t copy should be made of all electronic data relating to the subject matter of the lrti ation, • Full directory listings (including hidden files) for all directories and subdirectories should be written, • All removable electronic media, such as floppy diskettes, magnetic tapes and cartridges, CDs, DVDs and the like that existed before the delivery of this letter and that contain relevant data should collected, maintained intact and kept available during the pendency of this litigation 9. EVIDIENCE CREATED AFTER RECEIPT OF Any relevant electronic data created after receipt of this letter should be preserved in a manner consistent witb the directions in this letter Spoliation of e idence shall result in AKM's demand for evidentiary, issue, monetary, or tort claims, as well as pos able sanctions, judgment as a matter of law, and an award of our attorneys fees We have an ex ' ectation of reviewing certain documents that my client knows exist and that would normally be cre ted and retained by an entity like the City, should those documents not be available, we will need to review the document retention and production process for deletion or other risk of impropriety Please feel free to contact me to discuss any aspect of this letter Very truly yours, FERRUZ, ZO FERR>O, LLP By G 'K� ASKO R EXHIBIT "A" JM AGAINST THE CITY OF HUNTINGTON BEACH (For Damages to Persons or Personal Property) Received by via: U.S. Mail ❑ Inter -Office Mail ❑ Over the Counter ❑ File Number: Siamn A claim must be filed with the City or event occurred. Be sure your space is insufficient, please uI mailed or delivered to: City of Huntington Beach, Clerk of the City of Huntington Beach within six (6) months after which the Incident claim is against the City of Huntington Beach -- not another public entity. Where a additional paper and identify information by section. Completed claims must be City Clerk, 2000 Main Street, P.O. Box 190, Huntington Beach, California 92648 To the Honorable Mayor and City Council, The City of Huntington Beach, California CLAIMANT INFORMATION Name: AKM Consulting Engineers Address: 553 Wald Irvine CA 92618 City State Zip Code Phone Numbers: Home: ( ) Work: �� 949 753-7333 Date of Birth: N!A Driver's License Number. N/A Name, telephone and post office address to which claimant desires notice to be sent If other than above: CLAIM INFORMATION Occurrence or event from whicFj Place (exact & specific location): claim arose. Date: September 4, 2015 Time: Huntington Beach, CA Specify how and under what circumstances caused the injury or damage occur. did the particular occurrence, event, act or omission you claim See attached claim cover letter What particular action, by the City See attached claim cover letter or its employee(s), caused the alleged damage or injury? Give a description of the In the "No Injury". (If your claim involves See attached claim cover letter. or loss known at the time of this claim. If there was no Injury, state a vehicle, Include year, make and model): Name/Address of any other persons) Injured: s J., CLAIM AGAINST THE CITY OF HUNTINGTON BEACH (For Damages to Persons or Personal Property) CLAIM INFORMATION (Continued) Name/Address of the owner of any damaged property: AKM Consulting Engineers 553 Wald, Irvine, CA 92618 DAMAGES CLAIMED - LESS THAN $10,000 Amount claim as of this date $ Estimated Amount of Future Costs: $ Total Amount Claimed: $ Basis of computation of amounts claimed (include copies of all bills, invoices, receipts and estimates): DAMAGES CLAIMED - MORE THAN $10,000 You must Indicate court jurisdiction: Municipal: Superior: X CLAIM INVESTIGATION Give the name of the City employee(s) causing the damage or injury: Tom Herbel (City Engineer) and Andrew Ferngno (Civil Engineer) Was this incident reported to a law enforcement agency? 0 Yes M No If yes, which agency? Police Report Number?: Who reported it? Names/Addresses of all witnesses, hospitals, doctors, etc. Additional information that might be helpful in considering this claim: See attached letters to Mr. Travis Hopkins, Director of Public Works WARNING: IT IS A CRIMINAL OFFENSE TO FILE A FALSE CLAIM (Penal Code § 72, Insurance Code § 556.1) I have read the matters and statements in the above claim and I know the same to be true of my own knowledge, except as to hose matters stated upon information or belief and as to such matters I believe the same to be true. I cerblfy under penalty of perjury that the foregoing is TRUE and CORRECT. Signed this 5 day of October 20 15 at Irvine, Califoria Z Ciaimant' Ignature /�CIM AW 0 L0 AV I• AKM Consulting Engineers 553 Wald Irvine, CA 92618 Telephone 949 753 7333 Facsimile 949 753 7320 City of Huntuigton Bea 2000 Main Street, PO B Huntington Beach, CA ATTN• City Clerk AKM CONSUTING BEACH DATED O( Dear City Clerk. AKM Consulting Engir to hereafter as "the Cib under said Contract tt Construction of the Tri essentially the On -Call factual or legal basis an( Additionally City Engir. AKM from doing any i to slander AKM in the AKM will suffer finan additional work ordere spent in trying to res( determined later); and termination and Tom 1 date). Respectfully submitted AKM Consul eki Kayiran, President 190 3ERS CLAIM AGAINST THE CITY OF HUNTINGTON 5, 2015 Water Resources Infrastructure Construction Management ers (AID was under Contract with the City of Huntington Beach (referred ) for On -Call Construction Management Services and assigned Task Order provide Construction Management and Inspection Services during the idad Lift Station No 29 Protect The City terminated the Task Order, and construction Management Services Contract, for cause without sufficient as such, has breached its Contract with AKM :r Tom Herbel has proclaimed as early as late July 2015 that he will prevent rther work for the City so long as he is employed there and that he intends tarketplace. As a result of the City's both willful and negligent misconduct al loss including the balance of the Contract estimated at $188,000; plus by the City outside the scope of the Contract (estimated at $25,000); time re the dispute with the City's Public Works Depaitment (amount to be ature revenue loss due to the reputational damage caused by the improper rbel's threatened interference and slander (amount to be determined at a later EXHIBIT "B" AKM Demand for Preservation of Evidence Tol City of Huntington Beach, December 22, 2015 Exhibit "B" List of Individuals, Document Categories, Subject Matters and Issues for the Trinidad Lift Station Project To Be Preserved (In Native Medium/Form, whether tangible or ESI ("electronically stored information") INDIVIDUALS Huntington Beach: • David Verone, Contract Administrator (Trinidad Construction Project Manager) • Travis Hopkins, Director of Public Works • Michael Gates, City Attorney • Todd Broussard Principal Civil Engineer (Sewer) • Andrew Ferrigno, Senior Civil Engineer • Tom Herbel, City Engineer • Joseph Dale, Construction Manager • Jim Mend, Environmental Specialist • Loriana Hornik, Environmental Specialist • Mike Fry, SCADA Specialist • Mark Birchfield, Operations and Maintenance Supervisor • Brian Ragland, 6 tilities Manager • Gary Reinhardt, Water Inspector • Fred A Wilson, City Manager • Connie Boardman, Mayor • Jennifer McGrath, Former City Attorney Vido Artukovich & So,n/VIDMAR, a J.V. • Vido Artukovich, Managing Partner • Mark N Artukolvich, Project Superintendent/Managing Partner • Anthony Artukovich (VAS RMO/President/CEO) • Marko Artukovich, Field Forman • Anthony Majich, (Field Operator) • Paul Majich, Project Manager AKM Consulting Engineers • Zeki Kayiran, President • Emin Kayiran, Senior Construction Manager • Steve Patterson, Senior Field Engineer • Glen Dieter, Senior Field Engineer • Craig Ervin, Field Engineer • Rory Harnisch, Field Engineer • Per Tvedt, Field (Engineer (no longer employed with AKM) • John Loague, Principal Engineer (Engineering Support during the project) • Sabrina Ryan, Stlaff Engineer • Katie Neubauer, Senior Administrative Associate Rockwell Construction Services (AKM Sub -consultant) • Jim Hudson, President AESCO (City's Geotechnical Materials Testing Consultant) • Adam Chamaa, Engineering Manager, V P • Russ Scharlin, Engineering Manager, V P • Douglas T Abernathy, Senior Project Engineer (Project Materials Testing Technician) • Nada Abu-Shaban • Brian Caliston, Piroject Engineer Lee & Ro (Design Engineer of Record) • Charles Ro, Principal • S Choi, Designer • Clayton Cheng, Structural Engineer • C Golo, Structural Designer • Johnathan K Thomsic, Electrical Engineer of Record • Dave Dushyant • Derek Kurtti Dudek (Construction Management Consultant that the City hired to replace AKM) • George Litzinger, Construction Manager • John Przybyszewski, Inspector • 15Y inspector on the WAGS Project Hydroquip (Dewatering Subcontractor) • Jerry King, President Dale Hinkle (Contractor's Geotechnical Engineer who designed and stamped the settlement monitoring plan) Flo -Systems (pump supplier) • Amir Soltanieh, Owner/Sales Representative Olsen Precast (precast concrete structures supplier) • Rich Aldan, General Manager • Matt Johnson DOCUMENT CATEGORIES Requests for Information (RFIs) EADOC system related to Trinidad Lift Station and Forcemain Replacement Project Requests for Variance (RFVs) General Correspondence Photos Videos Contract Documents City's Contact with VAS's listed References to Verify Experience City's Contract alnd Task Order Authorization with Dudek (Both WAGS and Trinidad) City's Contract alnd Task Order Authorization with AESCO Any and all correspondence and communication with other bidders, including the first (GRFCO) and second (MMC) low bidder Any and all deliverables produced by Dudek Daily Reports Deficiencies Notices of Non -Compliance Laboratory Testing and Result Reports Materials Testing Daily Reports Change Orders Potential Change Orders Contract Change) Requests Notice of Changed Conditions Progress Payments Critical Path Method (CPM) Construction Schedules & Punch Lists Short Interval Schedules or "2-Week Look -Ahead Schedules" Preconstruction Site Documentation Settlement Monitoring Data Groundwater Monitoring Data All VAS subcontracts Weekly Statemelnts of Working Days Southern Califo Inia Edison (SCE) Service Plan Any and all correspondence with SCE Southern Califorinia Gas Company "the Gas Company" Service Plan Any and all correspondence with the Gas Company Any and all correspondence with Time Warner Cable Any and all correspondence with Verizon Submittals Shop drawings Memos Construction Progress Meeting 1 through 14 Coordination Meeting #1 (04-23-2015) • Baseline CPM Scheduling Meeting • All audio recordings of any and all meetings • Preconstruction Meeting • Daily Logs • Risk Items • Schedule of Values • EADOC Support Requests • Action Items • Any and all correspondence and communications with the public (including the Trinidad Island HOA) • CALTRANS Standard specifications applicable to Trinidad Lift Station Project, • City Standards alnd Regulations applicable to Trinidad Lift Station Project • Claims and Conflict between contract documents, requested change orders and AKM interpretation/evaluation of these • Disputes betwellen AKM and any subcontractor re issues, scope, progress payments, contract interpretation and City resolution related to Trinidad Lift Station Project • Applicable Gree-i Book provisions • City Standard Plans and Specs and Standard Plans Applicable to Trinidad Lift Station Project) • All DPW authorized changes to plans and specifications related to Trinidad Lift Station • All requested changes to plans and specs by Artukovich/Vidmar, and any related City written or oral approvals • All BONDS/SURETY policies received from Artukovich/Vidmar related to the Trinidad Lift Station • All DEMANDS, als defined in the City/Artukovich/Vidmar Contract, received by the City from Artukovich/Vidmar 11 I CPT RAATTCDQ lice I ICQ • The Required C ntractor's Geotechnical Report and VAS's resistance and refusal to conduct and provide the investigation and report • City's request tol AKM for a Task Order Proposal • Removal of the First 2 Inspectors on the WAGS Project • All Change Orders, Delay Claims and Time Extensions on the WAGS Project • SCE Delay on the WAGS Project • EADOCs • AKM's Recommendation to include EADOCs in the final Contract Documents • VAS's Resistance and Refusal to use EADOCs • VAS's Bid Documents • City's Contact with VAS's listed References to Verify Experience • City's decision re VAS's required experience in the report to Council recommending award of the Trinidad Contract to VAS • Value Engineering Proposal for Changing Forcemain Alignment • Lee & Ro's Involvement During Construction • City Communication with VAS prior to award of Contract and prior to AKM's Authorization to Proceed with Services • VAS submitting RFI's to AKM/City that were to be sent to their subcontractors and/or suppliers • VAS's failure and refusal to submit the contractually required Submittal Schedule • Temporary Yard Use in within the City of Westminster, yet owned by the City of Huntington Beach • VAS's request for the project CADD files and Mr Ferrigno's decision to release the files to VAS • VAS's history/conduct in providing acceptable submittals and submittal performance • Generator Issue the generator that VAS submitted did not fit within the designed enclosure City Directed AK to do the leg work to find a generator to fit within the designed enclosure • Mark Artukovich's verbal/written responses to AKM's comments regarding VAS submitting for use of a Uni-Fla I ge • VAS characterizing poor submittal performance on their supplier • Documenting the adjacent residential structures VAS's requests for the City to perform a records search on their behalf • Coral Tree Removal and Payments Made to VAS for this work • Andrew Ferrigno's removal from the Trinidad Project • Lines of Communication Issues • Non -Compliant Pump Base and Resulting Dispute • Issue Regarding Contractor Means and Methods Regarding the Floor Drain • VAS record keeping of the submittals and RFI's • VAS's assertion that AKM was improperly communicating with their subcontractors and suppliers • Groundwater Testing and Test Pumping • Notice of Non-Clomphance for Spilling of Drilling Mud • Resident complaints regarding VAS cigarette butts left within the public right-of-way • City self perfor s an added valve to the existing waterline in order to shut off existing water service while VAS crosses underneath while installing the gravity sewer • Forcemain Redelsign • City (through Andy Ferrigno) allowing VAS to begin installing the shoring system without approvals of the Shoring system submittal or the settlement monitoring system • VAS's refusals tol provide a dewatermg plan and groundwater monitoring plan in accordance with the Contract Documents • Unauthorized/Authorized use of spliced sheet piles • Dewatering submittal conflict including Mark's profanity laden emails to Steve Patterson • Mark Artukovich/VAS attempts to proceed with excavation without the necessary approvals or authorization • VAS's request to eliminate the tremie slab from their scope of work • Andy Ferrigno's �or City's interference/interruption of AKM's services and statements re Mark Artukovich's qualifications/experience with Lift Stations • Incident involving threats made to the AESCO field technician by Anthony Majich (Equipment Operator) A Meeting was conducted onsite on August 28, 2015, between City Huntington Beach (Andy, Felrrigno, David Verone) and AESCO (Russell Scharlin, Douglas Abernathy) and VAS (Marko Artukovich, Mark Artukovich, Vito Artukovich, Anthony Artukovich, and Anthony Majich) • regarding defiant and uncooperative attitude from Contractor VAS (Marko Artukovich, Anthony Majich) VAS is directed by the City to follow the direction given by soils engineers VAS refusal to plrovide copies of their Subcontracts as required by their Contract with the City VAS refusal to provide a list of workers on the project site Lee & Ro's involvement during construction VAS refusals to emediate traffic hazard Payment dispute over use of import material for the gravity sewer pipe installation Dispute of required concrete encasement for PVC pipe in a trench with an over -width condition City Code Enforcement complaint 08-04-2015 AKM Contact with the Center for Contract Compliance Mark Artukovich's letter to the City demanding removal of Emin Kayiran from the Trinidad Project August 26, 2015 car ride with Andy Ferrigno and Emin Kayiran from City Hall to Project site Meeting with Joe Dale, Andy Ferrigno and Emin Kayiran at 2 30 PM on August 26, 2015 at City Hall Mark Artukovich Civil Harassment Filings City's Termination of the Task Order Assignment for the Trinidad Project Email Chain with Mr Ferrigno asserting that AKM has withdrawn as a design consultant and stating that AKM should "move on" from the Trinidad Project Correspondence between Zeki Kayiran and Travis Hopkins regarding City's termination of AKM's Task Order Assignment for the Trinidad Project including face-to-face meetings AKM's request for a change in design project manager for the Edgewater Lift Station Project Damage done to AKM's construction trailer City's demand to remove AKM's construction trailer AKM's government claim for damages dated October 5, 2015 Phone call and ellmails between Zeki and Michael Gates Approved deviations, variances, or changes from Trinidad Plans & Specs, created by either change order or City approval Dept. ID PW 15-026 Page 1 of 2 Meeting Date: 6/1/2015 eUu 4.1�VAI_) 146se4dr) CITY OF HUNTINGTON BEACH REQUEST FOR. CITY COUNCIL ACTION MEETING DATE: 6/1/2015 SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Fred A. Wilson, City Manager PREPARED BY: Travis K. Hopkins, PE, Director of Public Works SUBJECT: Approve and authorize execution of Professional Services Contracts for On -Call Water Engineering Services with AKM Consulting Engineers, Inc., Pacific Advanced Civil Engineering, Inc., GHD, Inc., and Lee & Ro, Inc., each in an amount not to exceed $1,000,000 Statement of Issue: The Public Works Department requires professional civil engineering services on an on -call or as needed basis to support staff for the design and construction of the capital improvement projects related to water infrastructure. Financial Impact: The City's FY 2014/15 Capital Improvement Program (CIP) Budget was adopted on September 2, 2014, and totals $42.8 million (All Funds) for approved projects citywide. Each approved CIP project has a budget containing sufficient funding for design, environmental, engineering, construction, project management and other required costs. The four recommended civil engineering contracts, totaling $4.0 million, will be funded as needed within each project's individual CIP budget. As such, no additional funding is required by this action. Recommended Action: A) Approve and authorize the Mayor and City Clerk to execute $1,000,000 "Professional Services Contract Between The City of Huntington Beach and AKM Consulting Engineers, Inc. for On -Call Civil Engineering Design Services;" and, 'B) Approve and authorize the Mayor and City Clerk to execute $1,000,000 "Professional Services Contract Between The City of Huntington Beach and Pacific Advanced Civil Engineering, Inc. for On -Call Civil Engineering Design Services;" and, C) Approve and authorize the Mayor and City Clerk to execute $1,000,000 "Professional Services Contract Between The City of Huntington Beach and GHD, Inc. for On -Call Civil Engineering Design Services;" and, D) Approve and authorize the Mayor and City Clerk to execute $1,000,000 "Professional Services Contract Between The City of Huntington Beach and Lee & Ro, Inc. for On -Call Civil Engineering Design Services." Alternative Action(s): Do not authorize the contracts and direct staff with an alternate action. Budgeted Capital Projects could be delayed until new contracts are approved. HB -127- Item 9. - I Dept. ID PW 15-026 Page 2 of 2 Meeting Date: 6/1/2015 Analysis: On January 26, 2015, the City advertised a Request for Qualifications ("RFQ") for On -Call Engineering & Professional Consulting Services. Proposals were requested and submitted in compliance with Chapter 3.03 of the Huntington Beach Municipal Code. Seventy-eight (78) proposals were received for the following eight categories of Civil Engineering services: Water Engineering, Development Plan Checking and Entitlement Review Services, Civil/Sewer Engineering, Geotechnical and Materials Testing, Traffic Engineering, Survey, Ocean Engineering, and Architectural Services. In accordance with qualifications based selected procurement per the Federal "Brooks Act," State SB 419, and the City of Huntington Beach Municipal Code Section 3.03 "Professional Services" the Public Works Department established a review board. Each firm stated their engineering category of expertise with their proposal, and proposals were then evaluated and ranked by eight (8) review boards established by the Public Works Department. At a minimum the top three (3) firms were selected for each category to increase opportunity for competitive proposals for future projects from qualified on -call consultants. The four contracts recommended in this Request for Council Action (RCA) are for support staff for the design and construction of the capital improvement projects related to water infrastructure water modeling and system master plan updates. Other categories and groupings of on -call consulting services will be brought to the City Council separately for approval. The City's Capital Improvement Program ("CIP") is approximately $42.8 million in Fiscal Year 2014/15, and exceeds $52 million with continuing of funds for projects approved from previous years. Typical design and construction support cost from use of consultants on a CIP project can vary between ten (10) to twenty (20) percent of total costs for a CIP project. Therefore, it is practical to conservatively assume minimum annual consultant costs would be around $5 million to the City for total CIP projects or approximately $15 million over the next three (3) years. Some of the typical projects for water on -call design services include; • New and/or rehabilitation of water wells • Replacement of aging water mains and distribution pipelines • Rehabilitation of water reservoirs • Water treatment systems The total amount of professional services contracts awarded in previous years is shown as follows of which water is a portion of. FY 2011/12 FY 2012/13 FY 2013/14 FY 2014/15 (Projected) $4,200,000 $2,600,000 $3,400,000 $4,500,000 Water improvement projects typically are the largest expenditure category. Therefore, four (4) consultants were selected to meet projected workload over the next three years. The sum of these contracts is $4 million over the term of the contract or an annual average of $1.33 million. Public Works Commission Action: Not required. Environmental Status: Not applicable Strategic Plan Goal: Enhance and maintain infrastructure Attachment(s): 1. Professional Services Contract between the City of Huntington Beach and AKM Consulting Engineers, Inc. for On -Call Civil Engineering Design Services 2, Professional Services Contract between the City of Huntington Beach and Pacific Advanced Civil Engineering, Inc. for On -Call Civil Engineering Design Services 3. Professional Services Contract between the City of Huntington Beach and GHD, Inc. for On -Call Civil Engineering Design Services S 4. Professional Services Contract between the City of Huntington Beach and Lee & Ro, Inc. for On -Call Civil Engineering Design Services Item 9. - 2 HB -12 s- fi M PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND AKM CONSULTING ENGINEERS, INC. FOR ON CALL CIVIL ENGINEERING SERVICES THIS AGREEMENT ("Agreement") is made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and AKM Consulting Engineers, Inc., a California Corporation hereinafter referred to as "CONSULTANT." WHEREAS, CITY desires to engage the services of a consultant to provide on call civil engineering services; and Pursuant to documentation on file in the office of the City Clerk, the provisions of the Huntington Beach Municipal Code, Chapter 3.03, relating to procurement of professional service contracts have been complied with; and CONSULTANT has been selected to perform these services, NOW, THEREFORE, it is agreed by CITY and CONSULTANT as follows: 1. SCOPE OF SERVICES CONSULTANT shall provide all services as described in Exhibit "A," which is attached hereto and incorporated into this Agreement by this reference. These services shall sometimes hereinafter be referred to as the "PROJECT." CONSULTANT hereby designates Mehmet Kayiran, who shall represent it and be its sole contact and agent in all consultations with CITY during the performance of this Agreement. 2. CITY STAFF ASSISTANCE CITY shall assign a staff coordinator to work directly with CONSULTANT in the performance of this Agreement. agree/ surfnet/professional sves mayor I Of 11 10/12 3. TERM; TIME OF PERFORMANCE Time is of the essence of this Agreement. The services of CONSULTANT are to commence on (��' 20_/,!�'(the "Commencement Date"). This Agreement shall automatically terminate three (3) years from the Commencement Date, unless extended or sooner terminated as provided herein. All tasks specified in Exhibit "A" shall be completed no later than three (3) years from the Commencement Date. The time for performance of the tasks identified in Exhibit "A" are generally to be shown in Exhibit "A." This schedule may be amended to benefit the PROJECT if mutually agreed to in writing by CITY and CONSULTANT. In the event the Commencement Date precedes the Effective Date, CONSULTANT shall be bound by all terms and conditions as provided herein. 4. COMPENSATION In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT on a time and materials basis at the rates specified in Exhibit "B," which is attached hereto and incorporated by reference into this Agreement, a fee, including all costs and expenses, not to exceed O n e Million Dollars ($ 1, 000, 000). 5. EXTRA WORK In the event CITY requires additional services not included in Exhibit "A" or changes in the scope of services described in Exhibit "A," CONSULTANT will undertake such work only after receiving written authorization from CITY. Additional compensation for such extra work shall be allowed only if the prior written approval of CITY is obtained. 6. METHOD OF PAYMENT CONSULTANT shall be paid pursuant to the terms of Exhibit "B." agree/ surfnet/professional sves mayor 2 of 11 10/12 7. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONSULTANT agrees that title to all materials prepared hereunder, including, without limitation, all original drawings, designs, reports, both field and office notices, calculations, computer code, language, data or programs, maps, memoranda, letters and other documents, shall belong to CITY, and CONSULTANT shall turn these materials over to CITY upon expiration or termination of this Agreement or upon PROJECT completion, whichever shall occur first. These materials may be used by CITY as it sees fit. 8. HOLD HARMLESS CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents and volunteers from and against any and all claims, damages, losses, expenses, judgments, demands and defense costs (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) arising out of or in connection with CONSULTANT's (or CONSULTANT's subcontractors, if any) negligent (or alleged negligent) performance of this Agreement or its failure to comply with any of its obligations contained in this Agreement by CONSULTANT, its officers, agents or employees except such loss or damage which was caused by the sole negligence or willful misconduct of CITY. CONSULTANT will conduct all defense at its sole cost and expense and CITY shall approve selection of CONSULTANT's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as limitation upon the amount of indemnification to be provided by CONSULTANT. 9. PROFESSIONAL LIABILITY INSURANCE CONSULTANT shall obtain and furnish to CITY a professional liability insurance policy covering the work performed by it hereunder. This policy shall provide coverage for CONSULTANT's professional liability in an amount not less than One Million Dollars agree/ surfnet/professional secs mayor 3 of 11 10/12 ($1,000,000.00) per occurrence and in the aggregate. The above -mentioned insurance shall not contain a self -insured retention without the express written consent of CITY; however an insurance policy "deductible" of Ten Thousand Dollars ($10,000.00) or less is permitted. A claims -made policy shall be acceptable if the policy further provides that: A. The policy retroactive date coincides with or precedes the initiation of the scope of work (including subsequent policies purchased as renewals or replacements). B. CONSULTANT shall notify CITY of circumstances or incidents that might give rise to future claims. CONSULTANT will make every effort to maintain similar insurance during the required extended period of coverage following PROJECT completion. If insurance is terminated for any reason, CONSULTANT agrees to purchase an extended reporting provision of at least two (2) years to report claims arising from work performed in connection with this Agreement. If CONSULTANT fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the CITY with required proof that insurance has been procured and is in force and paid for, the CITY shall have the right, at the CITY's election, to forthwith terminate this Agreement. Such termination shall not effect Consultant's right to be paid for its time and materials expended prior to notification of termination. CONSULTANT waives the right to receive compensation and agrees to indemnify the CITY for any work performed prior to approval of insurance by the CITY. 10. CERTIFICATE OF INSURANCE Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverage as required by this Agreement; the certificate shall: agree/ surfnet/professional svcs mayor 4 of 11 10/12 A. provide the name and policy number of each carrier and policy; B. state that the policy is currently in force; and C. shall promise that such policy shall not be suspended, voided or canceled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice; however, ten (10) days' prior written notice in the event of cancellation for nonpayment of premium. CONSULTANT shall maintain the foregoing insurance coverage in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverage shall not derogate from CONSULTANT's defense, hold harmless and indemnification obligations as set forth in this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of the policy of insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on the insurance hereinabove required. 11. INDEPENDENT CONTRACTOR CONSULTANT is, and shall be, acting at all times in the performance of this Agreement as an independent contractor herein and not as an employee of CITY. CONSULTANT shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONSULTANT and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services to be performed hereunder. 12. TERMINATION OF AGREEMENT All work required hereunder shall be performed in a good and workmanlike manner. CITY may terminate CONSULTANT's services hereunder at any time with or without cause, and whether or not the PROJECT is fully complete. Any termination of this Agreement by CITY shall agree/ surfnet/professional Svcs mayor 5 of 11 10/12 be made in writing, notice of which shall be delivered to CONSULTANT as provided herein. In the event of termination, all finished and unfinished documents, exhibits, report, and evidence shall, at the option of CITY, become its property and shall be promptly delivered to it by CONSULTANT. 13. ASSIGNMENT AND DELEGATION This Agreement is a personal service contract and the work hereunder shall not be assigned, delegated or subcontracted by CONSULTANT to any other person or entity without the prior express written consent of CITY. If an assignment, delegation or subcontract is approved, all approved assignees, delegates and subconsultants must satisfy the insurance requirements as set forth in Sections 9 and 10 hereinabove. 14. COPYRIGHTS/PATENTS CITY shall own all rights to any patent or copyright on any work, item or material produced as a result of this Agreement. 15. CITY EMPLOYEES AND OFFICIALS CONSULTANT shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the applicable provisions of the California Government Code. 16. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONSULTANT's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below. CITY and CONSULTANT may designate different addresses to which subsequent notices, certificates or agree/ surfnet/professional sves mayor 6 of 11 10/12 other communications will be sent by notifying the other parry via personal delivery, a reputable overnight carrier or U. S. certified mail -return receipt requested: TO CITY: City of Huntington Beach ATTN: Duncan Lee 2000 Main Street Huntington Beach, CA 92648 17. CONSENT TO CONSULTANT: AKM Consulting Engineers, Inc. Attn: Mehmet Kayiran 553 Wald Irvine, California 92618 When CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be a consent/approval to any subsequent occurrence of the same or any other transaction or event. 18. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 19. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of matters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 20. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining agree/ surfnet/professional Svcs mayor 7 of 11 10/12 covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 21. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 22. IMMIGRATION CONSULTANT shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of the United States Code regarding employment verification. 23. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONSULTANT and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONSULTANT understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for agree/ surfnet/professional svcs mayor 8 of 11 10/12 CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONSULTANT. 24. ATTORNEY' S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the nonprevailing party. 25. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement, shall so survive. 26. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 27. SIGNATORIES Each undersigned represents and warrants that, its signature hereinbelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully for any injuries or damages to CITY in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. 28. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this agree/ surfnet/professional svcs mayor 9 of 11 10/12 Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached exhibits, contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. 29. EFFECTIVE DATE This Agreement shall be effective on the date of its approval by the City Council. This Agreement shall expire when terminated as provided herein. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers. agree/ surfnet/professional svcs mayor 10 of 11 10/12 CONSULTANT, AKM Consulting Engineers, Inc. COMPANY NAME A California Corporation By: ` Zczj�t' i�z•�ir-�r, print name ITS: (circle one) Chairman/PresidenAAbe President SAND By: C Meijrn ill r print name ITS: (circle one) Secretary, nancial Off r/Asst. Secretary - Treasurer CITY OF HUNTINGTON BEACH, a municipal corporation of the State of INITIATED AND APPROVED: Director of Public'Corks REVIE D APPROVED: 4 — P it Manager APPROVED AS'XYO,FORM: City Attorney agree/ surfnet/professional svcs mayor I I of 11 10/12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND AKM CONSULTING ENGINEERS, INC. FOR ON CALL CIVIL ENGINEERING SERVICES Table of Contents Scopeof Services.....................................................................................................I CityStaff Assistance................................................................................................2 Term; Time of Performance.....................................................................................2 Compensation..........................................................................................................2 ExtraWork...............................................................................................................2 Methodof Payment..................................................................................................3 Disposition of Plans, Estimates and Other Documents...........................................3 HoldHarmless.........................................................................................................3 Professional Liability Insurance.............................................................................4 Certificate of Insurance............................................................................................5 IndependentContractor............................................................................................6 Terminationof Agreement.......................................................................................6 Assignmentand Delegation......................................................................................6 Copyrights/Patents...................................................................................................7 CityEmployees and Officials..................................................................................7 Notices.........................................................................................7 Consent....................................................................................................................8 Modification............................................................................................................. 8 SectionHeadings.....................................................................................................8 Interpretation of this Agreement..............................................................................8 DuplicateOriginal....................................................................................................9 Immigration............................................................................................................... 9 Legal Services Subcontracting Prohibited................................................................9 Attorney's Fees..........................................................................................................10 Survival.....................................................................................................................10 GoverningLaw.........................................................................................................10 Signatories.................................................................................................................10 Entirety......................................................................................................................10 EffectiveDate.................................................................................11 EXHIBIT "A" A. STATEMENT OF WORK: (Narrative of work to be performed) CONSULTANT shall provide consulting services on an 'as -needed' basis for projects to be determined during the term of the agreement. During the term of the agreement, CITY may elect to solicit proposals from CONSULTANT. CITY shall issue task order for each project based upon the scope of services, work schedule, and fee proposal submitted to CITY for its review and approval. B. CONSULTANT'S DUTIES AND RESPONSIBILITIES: CONSULTANT'S duties and responsibilities shall be per CONSULTANT'S Statement of Qualification (Exhibit A.1), consistent with the City of Huntington Beach Request for Qualifications for On -Call Engineering & Professional Consulting Services. Upon award, and the contract period, if CONSULTANT chooses to assign different personnel to the project, CONSULTANT must submit the names and qualifications of these staff to CITY for approval before commencing work. C. CITY'S DUTIES AND RESPONSIBILITIES: 1. Furnish scope of work request for each project. 2. Furnish construction plans and specifications to the CONSULTANT. D. WORK PROGRAM/PROJECT SCHEDULE: A project schedule will be developed for each project assigned by CITY. EXHIBIT A � tkhibit A Water Resources L0 Infrastructure AKM Consulting Engineers Construction 553 Wald Management Irvine, CA 92618 Telephone: 949.753.7333 Municipal Facsimile: 949.753.7320 Services February 18, 2015 City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 Attention: Mr. Jim Slobojan Subject: Statement of Qualifications; City of Huntington Beach On -Call Engineering and Professional Consulting Services Dear Mr. Slobojan: In response to your Request for Qualifications (RFQ) dated January 26, 2015, Addendum 1 dated February 9, 2015, and Addendum 2 dated February 10, 2015, AKM Consulting Engineers has prepared this Statement of Qualifications (SOQ) for service category "A. Civil Engineering" and service category "F. Water" as defined in the RFQ. Our response addresses all requirements and information contained in the initial RFQ and subsequent Addendums 1 and 2. As requested, our submission elaborates on our qualifications to perform the anticipated work program, and describes our understanding of the unique challenges and conditions present in the City of Huntington Beach as well as our methodology for completing a typical project. Our contact information is as follows: LEGAL NAME OF FIRM YEAR FIRM ESTABLISHED: CONTACT INFORMATION: m FIRM BACKGROUND AKM CONSULTING ENGINEERS, INC. 553 Wald, Irvine, California 92618 i 1990 G Mr. John Loague, P.E. Jloague(a akmce.com Phone: (949) 753-7333 FAX: (949) 753-7320 AKM Consulting Engineers, established in 1990 as a California Corporation, is a multi -disciplined professional organization that specializes in providing engineering and related services to a client list of over 100 cities and public agencies in the Southern California area. It is privately owned. Our staff consists of 20 AKM PrvposcaLN&. 15-1013 1 City of Yu.ntin�onw3"wJv SOQ - On CalLEnq n.eerin*a.n& Felw",cuy 18, 2015 a+ld prole__ aLCovwilt"10-Sery cew employees, including 10 registered engineers, specializing in water resources projects. We maintain a single office located at 553 Wald, in Irvine California, from where all staff is based. The scope of services offered by AKM includes all facets of planning, design, and construction management for water, potable water, recycled water, wastewater and storm water projects, with construction values ranging up to $30,000,000. Additionally, AKM provides in-house electrical, mechanical, structural, and chemical engineering disciplines in support of our water resources engineering work. The focus of our experience is within Southern California (primarily Orange and Los Angeles Counties), and all key project team members are fully acquainted with the local and regional issues affecting the planning, design and construction of public works facilities. AKM is currently providing engineering services to the City and maintains a City of Huntington Beach Business License. PROJECT MANAGEMENT AND QA/QC PROGRAM — Every project at AKM undergoes rigorous quality control reviews to ensure that all work delivered to our clients is of the highest caliber, addressing all identified project needs and issues. During project identification, the intent and purpose of the project are determined through extensive interaction with the client. Thereupon, a work plan is established and a resource loaded work breakdown structure and schedule are prepared. The project is regularly reviewed by the Project Manager who monitors progress against the established work breakdown structure and schedule. Any technical difficulties, schedule slips or previously unforeseen conditions are immediately recognized, quantified and addressed. The status is reported to the client in regular project reports. As a result, responsive and proactive project management is utilized. QUALIFICATIONS AND EXPERIENCE — AKM Consulting Engineers has extensive local experience in all disciplines associated with general civil, wastewater, stormwater, and potable water projects including pipeline design, hydraulics, pump station and well design, traffic control, trenchless construction, hydrology and hydraulics, and stormwater pipelines, channels, and pump station design. We have been providing these services to our Southern California client base since our inception in 1990. AKM currently provides on -call engineering services to the City of Tustin, West Basin Municipal Water District, Orange County Public Works division, and Moulton Niguel Water District. We have also provided on -call design services to the City of Huntington Beach in the past, preparing designs for numerous watermain replacement projects in the City's downtown area, and also, the Warner Avenue Gravity Sewer and Pump Station Project. All work at AKM is reviewed for completeness, technical accuracy, and constructability. We take pride in the detailed, high quality product which we produce for each and every one of our assignments. AKM t ropoiaLNo: 15-1013 2 cityOfffunatiaeach, soQ -0n cal,Engdn.ee +i*avd, Fawc a,ry 18, 2015 aMcL{�ro{ �wv�a�cowbuLtivtc�seNvice� This approach benefits our clients by reducing construction costs, minimizing construction issues, limiting community impacts from construction, and produces an overall superior final product. PROJECT TEAM —Our most senior level staff will undertake projects assigned by the City. All members have over 13 years of experience in the planning and design of Public Works projects with extensive knowledge related to the design of water, wastewater, and storm drain projects in a costal environment. We understand the critical nature of the work and schedule. By assigning senior level experienced staff, issues during design and construction will be minimized and more rapidly addressed, which will help keep the project on schedule and within budget. Specialty consultants (geotechnical, surveying, environmental, corrosion, landscaping , traffic control, etc...) are included as needed depending on the project being undertaken. PROJECT METHODOLOGY VO AKM's approach to each project is specifically tailored meet the goals, objectives, schedules, and budgets identified by our Clients. Our work plans are detailed and specific to each project's unique requirements. Project development begins at the RFP stage and culminates in the creation of final reports or design documents. PROJECT IDENTIFICATION: Requests for proposals are immediately reviewed by officers of the Company to assess the technical requirements of the work and the project delivery schedule. All RFP's issued by the City will receive an affirmative response. The proposal is then assigned to a principal of the company with 20 plus years of experience, who will not only be responsible for preparation of the proposal, but who will also participate in the work in a significant capacity until project completion. PROPOSAL PREPARATION: The best way to minimize or eliminate change orders during design phase services is to develop a detailed proposal which identifies all project issues and objectives, and realistically estimates costs and schedules for completion of the work. This can only be achieved by veteran staff that has extensive experience and expertise in the type of work to be undertaken. At AKM, staff assigned to the preparation of the proposal are firm principals with over 20 years of experience in the water resources engineering industry. These individuals are also actively engaged in the day to day activities associated with the planning and design of the projects, and therefore are thoroughly familiar with the effort, resources, and tasks required to deliver a technically superior project on schedule and under budget. PROJECT INITIATION: AKM initiates each project with a kick-off meeting. Key members of the AKM team attend the meeting to provide introductions, discuss lines of communication, review project issues, schedule, and budget. This meeting is then followed up with focused meetings between staff and the project team to gather a central understanding of operational issues, desired project objectives, Client design criteria, AKM P ropoaaLNo. 15-1013 S Crzy oftowa SoQ Felw"v-ry 18, 2015 avicLProfewCovia.LCowbultt WSewicek maintenance information, operational data, and field testing (if needed). During the project initiation phase, design surveys, geotechnical investigations, and utility research is typically undertaken. PRELIMINARY DESIGN: For more complex design projects, a preliminary design report is usually prepared. The report provides a basis for design development, evaluates alternatives, assesses costs, identifies design and construction schedules, outlines permit and easement requirements, and provides concept solutions for project technical challenges. The report also often contains 20% design level drawings to help illustrate the proposed project design. Prior to submission, the��ill undergo a complete QAIQC review. The final report will form the basis for all subsequent design work. FINAL DESIGN: The concepts identified in the PDR f prepared) will be expanded upon in the Final Design Phase to create a comprehensive, detailed set of construction documents suitable for bidding purposes. All design disciplines will be addressed, including but not limited to, civil, structural, mechanical, electrical, corrosion, and traffic engineering. Plans will include all necessary details and diagrams to properly illustrate the work, and will be prepared at a scale which is easy to read and clear to understand. Complementing the project, plans will be a comprehensive specification package. The project specifications will provide a complete description of the project and related issues, required construction phasing, and detailed requirements for all materials and equipment engineered into the project. Our final design services also include permit processing, environmental support service, traffic engineering, right-of-way acquisition, construction cost estimates, and water quality management plans. All design projects undergo extensive QA/Q_C and constructability reviews prior to submission. Plans, specifications, and estimates are typically submitted at the 60%, 90%, 100%, and final design levels for review and comment by the City. Final deliverables, including signed and sealed Mylar drawings, electronic files of plans in PDF and AutoCadd formats, and a complete specification package (hard copy, PDF version, and Microsoft Word version) will be provided. COST ESTIMATES: We appreciate the need for accurate cost estimates on all projects produced. At AKM, our estimates are primarily based upon recent bid results and adjusted for special requirements which are unique to each job. AKM maintains an extensive data base of bid results that has been assembled from our own projects and from agencies in Southern California. We augment this data with manufacturer price quotes for equipment, and materials. We rarely utilize price estimating programs or books, as it is our belief that such tools render less accurate estimates. BID AND CONSTRUCTION PERIOD SERVICES: AKM typically provides engineering support services during the bid and construction period consisting of responses to RFI's, issuance of Addendum, participation AKM fPropoaaLNo: 15-1013 City ofSOP- On-CaaFnq%ne 6ng,a*ui, February 18, 2015 a. t& Pro fev�i onaL Co w�uW"AW ServLc� in project meetings, and start-up assistance. Our focus is to provide immediate reviews and response to all documents forwarded to our attention to minimize delays to the construction process. UNDERSTANDING OF THE CITY'S ENVIRONMENT AKM has provided engineering design and construction support services to the City in the past, and is very familiar with City requirements and standards, as well as the local conditions in which the work will take place. Some of the issues common to most, if not all projects, are as follows: v`q COASTAL DEVELOPMENT PERMI : Most,work within the City is within the coastal zone and requires a \n� Coastal Development Permit. Generally, this permit is secured by the City, with support from the design consultant. However, at the City's request, AKM will engage a subconsultant to provide this service. CAL TRANS PERMITTING:("anrojects in the City encroach into Caltrans right-of-way. AKM has secured Caltrans permits in the past for both the City and other jurisdictional agencies. GROUNDWATER: High groundwater conditions are present in the City. (A111.0roject designs must consider dewatering and its impact on surrounding improvements. AKM has extensive experience dealing with high groundwater conditions. SOILS: Soils in the City are sandy and can be difficult to shore. Designs must consider shoring of all excavations and stabilization of subgrade conditions for structure or pipeline installation. CONTAMINATED SOILS: There are many oil pipelines and related facilities located throughout the City. Contaminated soils are often encountered. During the design phase, it is essential that existing soils and groundwater are screened for hydrocarbon contamination. We have reviewed the City's standard agreement included in the RFQ, and will execute it without exception. Thank you for your consideration of our SOQ. We appreciate the opportunity to be of continued service to the City of Huntington Beach. Should you have any questions regarding the contents of our SOQ, or require additional information, please do not hesitate to contact the undersigned. Very truly yours, AKM Con ting Engineers J n Loag e, Principal AKM ProposaLNo- 15-1013 City ofRatiz onBeac�SOQ - 0n-Ca bEng wertng,avid. Fein nary 18, 2015 avl&Profe�LCan&t lr'uugse vic REQUEST FOR PROPOSAL VENDOR APPLICATION FORM TYPE OF APPLICANT: ❑ NEW 0 CURRENT VENDOR Legal Contractual Name of Corporation: AKM Consulting Engineers Contact Person for Agreement: Mehmet Kayiran Corporate Mailing Address: 553 Wald City, State and zip Code: Irvine, CA 92618 E-Mail Address: mkayiran@akmce.com Phone: 949-753-7333 Contact Person for Proposals: John Loague Title: Principal Business Telephone: 949-753-7333 Fax: 949-753-7320 E-Mail Address: Jloague@akmce.com Business Fax: 949-753-7320 Is your business: (check one) ❑ NONPROFIT CORPORATION F-_j FOR PROFIT CORPORATION Is your business: (check one) Fw] CORPORATION ❑ LIMITED LIABILITY PARTNERSHIP ❑ INDIVIDUAL ❑ SOLE PROPRIETORSHIP ❑ PARTNERSHIP ❑ UNINCORPORATED ASSOCIATION 1 of 2 AKM Prop&scLVNo: 15-1013 VENDOR APPLICATION-1 CIVIL EWINFFRIW AND WATER city ofRU*1t'uUton.Beack SOQ - 0nw CaW Eng"w tvu an& Fobruary 18, 2015 a*t&PrCyiyiOIACLVCon&+ r"IWSeYViceb- Names & Titles of Corporate Board Members (Also list Names & Titles of persons with written authorization/resolution to sign contracts) Names Title Phone Zeki Kayiran President 949-753-7333 John LOague Vice President 949-753-7333 Mehmet Kayiran CFO 949-753-7333 Federal Tax Identification Number: 33-0422066 City of Huntington Beach Business License Number: A262142 (If none, you must obtain a Huntington Beach Business License upon award of contract.) City of Huntington Beach Business License Expiration Date: 1 -31-20 1 6 2of2 AKM t rop&sa4,No- 15-1013 VENDOR APPLICATION-2 CIVIL ENGINEERING FIND WATER Cxy of SOQ - Ow Cai1,Engi4 rirt*a+i,& Felnlua+y 18, 2015 cued t'r�Cov�ultly SeryicPh EXHIBIT A: PRE -QUALIFICATION FORM ON -CALL ENGINEERING & PROFESSIONAL CONSULTING SERVICES AM SERVICE CATEGORIES PROPOSING? Y/N (circle one) A. Civil Engineering Yes No B. Ocean Engineering Yes' C. Development Plan Checking and Entitlement Review Services Yes o D. Survey Yes / °Q E. Traffic Engineering Yes /(Q F. Water Yes No G. Geotechnical Materials Testing and Inspection Yes / Flo (Initial) Consultant is willing to execute the Agreement as drafted (See Appendix B). (Initial) Consultant is able to provide the insurance as required (See Appendix C). Firm Name: AKM Consulting Engineers Firm Address: 553 Wald,Arvipe, CA 92618 Signature: Date: 2-18-2015 Page 12 of 17 AKM RropobaLNo: 15-1013 PRE -QUALIFICATION FORM WA R C&y of Rm-it n�Bevxly soQ - 0n-Ca Enj"werin*a*i& Fe1>rua,ry 18, 2015 avid ProfeWo to lCowaudti i9,service, CATEGORYSERVICE ENGINEERING AKM Consulting Engineers has a long and distinguished track record in providing quality engineering services, especially with respect to the planning and design of drainage and wastewater projects. Most recently, AKM has completed design and construction services for the City of Huntington Beach's $10,000,000 Warner Avenue Gravity Sewer Project, and $25,000,000 Haster Retarding Basin Project. Additional examples of AKM's experience follow. These projects are representative of the types of work that the team members have completed, and are directly relevant for consideration within the content of the proposed "On Call" services contract. References are listed for each, which may be contacted to verify AKM's performance on the project. Because of the page limitation, only 4 projects have been listed. Additional reference projects which highlight our experience may be furnished upon request. Haster Retarding Basin and Stormwater Pump Station - Orange County Public Works (1112003- 2/2014) Contact: Jim Volz, Senior Civil Engineer(714) 647-3904 james.volz(a),ocpw.ocpov.com Construction Cost: $25, 000, 000 A/E Fees: $2, 900, 000 AKM Staff: Z. Kayiran (PM), J. Loague (PM), M. Ying (Hydrologic Studies/Hydraulic Analysis), G. Hobson (QA/QC), R. Wong (SE) AKM was responsible for hydrologic and hydraulic studies, alternatives evaluation, preparation of a Preliminary Design Report, final design, and engineering services during construction for a 260 acre-foot flow -through retarding basin and a 460 cfs capacity pump station (three 153.4 cfs axial flow pumps driven by 845 HP natural gas/LPG engines) to provide expected value 100-year protection to a 2,000 acre watershed in Anaheim and Garden Grove. The project included two sump pumps (125 HP, 3,000 gpm and 25 HP 500 gpm), urban runoff water quality enhancements, grading to provide space for recreational features including two soccer fields, and providing bidding and construction support services. AKM ProposaLNo. 15-1013 1 CIVIL ENGINEERING Ccty of Y"*1 'cn 13eacly soQ - 0w-Cau.Eng46n* a4ia. Fe "cwy 18, 2015 a+icL{�ro�cov�b+�ltut�sewice� 8T" Street Sewage Lift Station — City of Seal Beach (512013-Current) Contact: Sean Crumby, Director of Public Works (562) 431-2527 x1318 scrumbV ,ci.ceal-beach.ca.us Construction Cost: $1,800,000A/EFees: $400,000 AKM Staff.- Z. Kayiran (PIC), J. Loague (PM/PE), J. Lee (DE), R. Wong (SE) AKM was responsible for the design of the replacement of an 80 year old wet well/dry well pump station located in the beach parking lot near the Seal Beach Pier. The project included: conversion of the existing dry well to a wet well installation of two new 290 gpm, 7.5 hp sliderail submersible pumps; valve vault with dual forcemains; 300 L.F. of new 6-inch ductile iron forcemain;100 kW natural gas generator; emergency storage wet well; new electrical and control equipment; and SCADA system integration. The project is currently under construction. Existing Pump Station Garfield Sewer— City of Fountain Valley (212013-512014) Contact: Temo Galvez, Assistant City Engineer (714) 593-4517 temo.galvez()fountainvalley.orq Construction Cost: $1,100,000 A/E Fees: $110,000 AKM Staff. Z. Kayiran (PIC), J. Loague (PM/PE), J. Lee (DE) The 2007 City of Fountain Valley Sewer Master Plan, prepared by AKM, identified a segment of 18-inch sewer, upstream and downstream of the Talbert Channel crossing between Brookhurst and Bushard Streets, to be flowing full on a consistent basis. Further investigations by AKM found numerous sags in the sewer which was creating the problem, including a long reach of sewer with adverse slope. The City subsequently retained AKM to develop alternatives, and prepare construction documents to eliminate the problem. Ultimately, it was recommended that flows upstream of the deficient section of sewer be diverted to an existing 96-inch OCSD trunk line in Brookhurst Street. New 10-inch and 8-inch sewer, 1800 L.F. in length, was then designed to collect sewage generated from homes between Brookhurst and Bushard streets, terminating at OCSD facilities in Bushard and Brookhurst. The project required extensive coordination with OCSD, and included innovative solutions for connecting to the OCSD system. The final project eliminated a troublesome crossing of the Talbert Channel which required regular maintenance and was a source of system overflows. Paseo Del Mar Sewage Lift Station — City of Palos Verdes Estates (812008-1112009) Contact: Allan Rigg, Director of Public Works/City Engineer (Currently at the City of Stanton) (714) 890- 4203 Construction Cost: $1,600,000 A/E Fees: $397,000 AKM Staff- Z. Kayiran (PIC), J. Loague (PM), G. Deiter (PE), R. Wong (SE), S. Patterson (CWnspector) The Paseo Del Mar Sewage Lift Station is located on the coastal bluffs of Palos Verdes Estates, overlooking the Pacific Ocean. The facility was constructed in 1962 and had outlived its useful life. AKM prepared a AKM P ropoaaVW-. 15-1013 2 CIVIL ENQIN£Er2INC, CXy of h"*W"igto-n Beachv SOQ - Ow CalLEn,qi4ie Cnq a*t& February 18, 2015 att&ProfewavuiLCo-wsultwfServw-ek Preliminary Design Report (PDR) defining the existing facility's deficiencies and identified alternatives which led to recommendations for the pump station's upgrade. AKM then prepared plans, specifications and estimates for a 40 HP, 300 gpm duplex submersible pump station, including a 35-foot deep wet well and valve vault and 6- inch ceramic epoxy lined and coated ductile iron force main. Because preservation of views was of critical importance, the electrical equipment was placed in a large underground vault designed with stairway access. The work required extensive coordination with the Los Angeles County Department of Public Works (LACDPW), who operates the facility for the City. AKM provided complete construction management and inspection services for the project. CITY OP NUNTINOTON lEACN PROJECT TEAM: The engineering organization and the Pnnrip.lan•chary. project team proposed by AKM are structured to respond to the technical and managerial requirements of the project by Pro—Watar Pump SManayal,PSt'tatia Storm onnd Lead Enginaar John Laaqua. P.E. assigning very senior, highly qualified personnel to the work. They will function in a simple organization with clear lines of Sawa, Mndaiing and .r 1M..."IS., .-Id raiE pincer Focused Stvdiaa Prejaet Matugar/ Seater » ponaltl Wong PE:.. S.E. D—n P.Y. P.E Oeai9n delegated authority and responsibility. M an Yln PE OiD Our project manager will be the principal point of contract with the City, and will have full technical and administrative responsibility for the work. The team has extensive experience in the planning, design, and construction of all aspects of drainage and wastewater projects. All identified personnel will be assigned to the project. All project team members have long tenure with AKM, and we do not reassign or substitute staff assigned to specific projects. The following provides brief descriptions of their roles and experience. Our project team organization is also illustrated in this section. Brief description are included below. Resumes are included at the end of this section. Zeki Kayiran, P.E. — Principal in Charge (PE C29330) Years Experience: 40 Years with AKM: 24 Mr. Zeki Kayiran P.E., serving as Principal -in -Charge for this project, is a firm principal with over 40 years of experience in the planning, design, and construction of major drainage and wastewater facilities. In this capacity, Mr. Kayiran will provide project oversight and management direction. He will ensure that adequate and appropriate resources shall remain available to the project for the entire duration. Together with the Project Manager, he will participate in the overall schedule and project development process and will be available to contribute in all project -related matters. AKM PropolaLNo: 15-1013 3 CIVIL FNGINEERINCI City of soQ - 0n, Cau,Enq""i*a4ia. Febru.a.ry 18, 2015 wvid{�rofe�3i4naLcon�ult'�n�sevvLce� John Loague, P.E. — Project Manager/ Sewer and Storm Water Pump Station Lead Engineer (PE C50292) Years Experience: 29 Years with AKM: 22 Mr. John Loague, P.E. is proposed to serve as Project Manager. He is a Principal with AKM Consulting Engineers and has over 29 years of increased responsible experience in the design and construction of drainage and wastewater facilities. He will coordinate the activities of the professional staff, and attend the review and coordination meetings with the City along with the Project Engineer. He will ensure that adequate and appropriate resources shall remain available to the project for the entire duration. He will participate in the overall schedule, and project development process and will be available to contribute in all project -related matters. Mr. Loague will serve as the day-to-day contact with the City ensuring that projects run smoothly, on time, and within budget, and coordinate, manage, direct and review the work of support staff, and subconsultants. Morgan Ying, P.E., Q.S.D. — Drainage/HydrologylSewer Design (PE C38983, QSD22686) Years Experience: 32 Years with AKM: 19 Mr. Morgan Ying, P.E., the proposed Design Engineer responsible for Drainage and Hydrology, is a water resources specialist with over 30 years of experience, with a background in the fields of hydrologic analysis and hydraulic design, sediment transportation, and flood control engineering. He has worked successfully with Orange, San Diego, Riverside, San Bernardino, and L.A. County Flood Control Agencies. Diann Pay, P.E. — Sewer Modeling and Focused Studies (PE C60298) Years Experience: 18 Years with AKM: 18 Ms. Diann Pay, P.E., a certified pipeline assessor by the NASSCO Pipeline Assessment and Certification Program, will be the Planning Manager. Ms. Pay has served in this capacity during the preparation of twenty (20) sewer master plans and eight (8) sewer system management plans, all of which included sewer system evaluation and capacity assurance plans, system condition assessment, and the preparation of sewer system rehabilitation plans. She is intimately familiar with the Statewide Waste Discharge Requirements because of her involvement in the preparation of sixteen (16) master plans in accordance with the Statewide General Waste Discharge Requirements. Ms. Pay has overseen the condition assessment of over 7.6-million feet of sewer pipes. She has participated in the development of the Prioritization Support Tool for Gravity Sewer Repairs prepared for the Orange County Sanitation District Area Wide WDR Partners. Ronald Wong, P.E., S.E. — Structural Engineer (PE C29847, S3896) Years Experience: 38 Years with AKM: 13 Mr. Wong, P.E., S.E. is a structural engineering specialist with 38 years experience in civil and structural engineering. Responsibilities include design and analysis of various types of structures and buildings for several sanitation and water districts, counties, cities, land developers and the Department of Defense. AKM ProposaLNo. 15 -1013 4 CIVIL EWINEERINU CXy ofi{untv-8eacly Soq - 0n-CaWEngiv eri*iq-a+id February 18, 2015 a+i,&Profe��CcvvAtttuuq-ServLcek Mr. Kayiran provides comprehensive technical and management expertise in the planning and design of a wide variety of engineering projects. His professional background includes a blend of consulting T: ::: engineering and academic experience, including a part-time in the field of fluid mechanics and hydraulic design at Mr. Zeki Kayiran, P.E.instruction == California State University, Long Beach. He has been teaching Role: Principal in Charge water system planning and water facility design as part of the senior = Professional Registration design class at University of California, Irvine. Mr. Kayiran's experience includes the following: Registered Civil Engineer California, - - WASTEWATER FACILITIES =-1978 (C-29330] - Six Sewer Improvement Projects in Various Locations for Education _ — the Garden Grove Sanitary District -Project Manager responsible Master of Science in Civil Engineering for the planning studies and preparation of plans, specifications, and California State University, Long estimates for improvements recommended as Priority 1 projects by Beach, California the District's Sewer Master Plan. The projects included replacement Bachelor of Science in Civil as well as rehabilitation work. Project challenges included Engineering - Robert college maintaining existing service during the construction of the facilities. Years of Experience:40 Projects included: Euclid Street - Garden Grove Boulevard and _- Acacia Parkway (Lining) - 661-ft; Wilson Street - Central Avenue Years with AKM:24 _ and Larson Avenue (Replacement) - 656-ft; Dale Street - Garden Grove Boulevard and Acacia Avenue (Replacement) - 650-ft; _ --------- _------- _.._.__ _ ._.._ __.____ Newland Street - Central Avenue and Garden Grove Freeway (Replacement)- 334-ft; Trask Avenue at Newland Street Intersection (Replacement) - 365-ft; Gloria Avenue - East of Newland Street (Replacement)- 365-ft Sewage Pump Station No. 3 for the City of Alhambra - Project Manager responsible for the design of a new submersible duplex sewer lift station which will replace an existing 90-year old wet well -dry well lift station located under a freeway on -ramp. The work consisted of utility relocations, 500 LF of new 8-inch gravity sewer, 50 LF of new 6-inch ductile iron forcemain, and a new sliderail submersible pump station. The pump station included a 7-foot diameter wet well with (2) 15 HP, 350 gpm sliderail submersible pumps, a valve vault with by-pass connection and flow meter, and an 80 kW emergency generator. The work required extensive coordination with Caltrans. Gisler Redhill/North Trunk Sewer in the Cities of Tustin, Orange and unincorporated areas of Orange County for the Orange County Sanitation District -Project Manager responsible for verifying tributary flows, conducting alignment studies, preparation of planning studies, final plans, specifications and estimates for a new 18-inch to 24-inch trunk sewer, approximately 21,000 feet in length which replaced existing capacity deficient sewers. The project's challenges included traffic control, resident concerns, and existing utilities in an area with facilities dating back to the 1940's. Pump Station Number 1 and Number 7 for the City of El Segundo - Principal in Charge responsible for the development of a PDR, plans, specifications, and estimates, to eliminate the City's Lift Station No. 7 and upgrade the City's Pump Station No. 1. The work included modifications to the City's 18-inch gravity sewer system to divert flows to Pump Station No. 1; installation of two new 15 hp, 1,000 gpm, screw centrifugal dry well pumps; replacement of valves and piping; added a 40,000gallon emergency storage tank; new electrical system and controls; 800 If of 10-inch forcemain, SCADA integration; and a 1,100 gpm diesel driven emergency pump. AXM P ropoaa.LNo: 15-1013 RESUMES -1 CIVIL EWINEEIRIW City ofR"+Araujto-way SoQ - ow-Cau,Fnqi*te+etea, F6b,r a.ry 18, 2015 an&Profe�Cavm,altuvt�Sewice�k STORMWA TER FACILITIES ■ Haster Retarding Basin and Stormwater Pump Station for Orange County Public Works/Flood Control District - Project Director responsible for hydrologic and hydraulic studies, formulation and evaluation of alternatives, of a Preliminary Design Report, Basis of Design Report, final design, and engineering services during construction for a 250 acre-foot flow -through retarding basin and a 460 cfs capacity pump station (three 153.4 cfs axial flow pumps driven by 845 HP natural gas/LPG engines) to provide expected value 100- year protection to a 2,000 acre watershed in Anaheim and Garden Grove. The project included urban runoff water quality enhancements, grading to provide space for recreational features including two soccer fields, and providing bidding and construction support services. ■ Myra Avenue In -line Detention Basin and Storm Water Pump Station No. 2 for the City of Cypress — Project Manager responsible for preparation of a preliminary design report which developed and evaluated alternative projects to eliminate the condition and capacity deficiencies; final design; and complete construction inspection and management services for the project consisting of 1,351 feet of 14' W x 4.5' H reinforced concrete box in -line detention basin in Myra Avenue between Moody Street and Denni Street south of Carbon Creek Channel; improvements to the existing pump station wet well, a superstructure to house the new pumps and electrical equipment; two 33 cfs axial flow pumps with 125 HP VFD operated motors, a 250 kW natural gas emergency generator, and SCADA control system to provide expected value 100 year flood protection to the tributary area. The project included pre -purchasing the pumps, motors, and VFDs to allow completion prior to the rainy season. ■ SD 03 Stormwater Pump Station Improvements for the City of Long Beach — Project Manager responsible for preparing a preliminary design report evaluating alternatives, final design, and bidding and construction support services for the project which replaced the existing capacity deficient pumps with three 70-cfs mixed flow pumps, operated by 350 HP VFDs to provide Capital Flood (50-year storm) protection to the tributary area, and implemented hydraulic, electrical, and structural improvements. The project included installation of suction umbrellas to maximize the storage capacity in the wet well, wet well improvements to bring it into compliance with the Hydraulic Institute Standards, a 1 megawatt natural gas engine standby generator, relining of the existing 36-inch discharge pipes between the pump station and the Los Angeles River, replacement of the roof, and improvements to the pump station building. ■ Myra Avenue In -line Detention Basin and Storm Water Pump Station No. 3 for the City of Cypress — Project Manager responsible for preparation of a preliminary design report, and final design for the project consisting of 2,000 feet of 14' W x 4.5' H reinforced concrete box in -line detention basin in Myra Avenue between Denni Street and Bloomfield Avenue south of Carbon Creek Channel, improvements to the existing pump station wet well, a superstructure to house the new pumps and electrical equipment, two 30 cfs axial flow pumps with 125 HP VFD operated motors, a 250 kW natural gas emergency generator, and electrical, controls and SCADA system to provide expected value 100 year flood protection to the tributary area in sump condition. The project included preparation of specifications for pre -purchasing the pumps, motors, and VFDs to allow completion prior to the next rainy season. ■ Deficiency Study for the County of Orange Flood Control District Regional Facilities — Project Manager responsible for the preparation of County's regional channel inventory list (267 miles), determination of existing channel capacity, reviewing the county's hydrologic data, identifying the deficient reaches, formulating planning level projects to eliminate the deficiencies, and estimating project costs for improving the deficient reaches. AKM Propo-saLNo. 15-1013 'RESUMES -2 CIVIL FWINEERINC, Cray Of}(u.n.t"W&)-waeaclV SoQ - 0w-CauEvtgi*ieeLnqa*t& Eeirrua.ry 18, 2015 a i&Profes�C&nm+1r",i*ServLcek `—m: CMM7 �. AV . Mr. John Loague, P.E. Role: Project Manager/Sewer and Storm Water Pump Station Lead Engineer Professional Registration Registered Civil Engineer, California 1993, C-50292 Education Bachelor of Science in Chemical Engineering- California State University, Long Beach, California Years of Experience: 29 -' Years with AKM: 22 Mr. Loague has a broad background in the civil engineering field encompassing the planning, design and construction management of pumping, storage, and treatment facilities, as well as sewage collection systems, and stormwater facilities. Illustrative of Mr. Loague's experience includes: STORMWA TER FACILITIES ■ Haster Retarding Basin and Stormwater Pump Station for Orange County Public Works - Project Manager responsible for hydrologic and hydraulic studies, alternatives evaluation, preparation of a Preliminary Design Report, final design, and engineering services during construction for a 260 acre-foot flow - through retarding basin and a 460 cfs capacity pump station (three 153.4 cfs axial flow pumps driven by 845 HP natural gas/LPG engines) to provide expected value 100-year protection to a 2,000 acre watershed in Anaheim and Garden Grove. The project included two sump pumps (125 HP, 3,000 gpm and 25 HP 500 gpm), urban runoff water quality enhancements, grading to provide space for recreational features including two soccer fields, and providing bidding and construction support services. Myra Avenue In -line Detention Basin and Storm Water Pump Station No. 2 for the City of Cypress — Project Engineer responsible for preparation of a preliminary design report which developed and evaluated alternative projects to eliminate the condition and capacity deficiencies; final design; and complete construction inspection and management services for the project consisting of 1,351 feet of 14' W x 4.5' H reinforced concrete box in -line detention basin in Myra Avenue between Moody Street and Denni Street south of Carbon Creek Channel; improvements to the existing pump station wet well, a superstructure to house the new pumps and electrical equipment; two 33 cfs axial flow pumps with 125 HP VFD operated motors, a 250 kW natural gas emergency generator, and SCADA control system to provide expected value 100 year flood protection to the tributary area . West End Stormwater Pump Station for the City of Seal Beach — Project Engineer responsible for preliminary design studies developing and evaluating six alternatives, preparation of final contract documents, and complete construction inspection and management services for improvements to an existing pump station that had less than 5- year protection capacity. The project included a bypass pumping system; improvements to the existing sump structure; two new 100 cfs axial flow pumps operated by 350 HP VFDs, which improved the flood protection to the 170 acre tributary area adjacent to the San Gabriel River levee; a new 3.5 cfs sump pump; a superstructure to house the motors and electrical equipment; replaced portions of the discharge pipes with larger pipes; and provided a back-up 350 kW natural gas engine generator. Sandalwood Stormwater Pump Station for the City of Fountain Valley — Project Engineer responsible for the preparation of a preliminary design study including hydrologic study of the tributary watershed; as well as final plans, specifications and estimates for upgrading of an existing 90 cfs capacity pump station. The project included replacement of three (3) 30 cfs axial flow pumps, three (3)100 HP natural gas/LPG engines, a 500 gpm sump pump, telemetry system, an urban run-off diversion system, and structural and architectural improvements to the facility. AKM PropobaLNo: I5-1013 RESUMES -3 CIVIL ENC5INEERIN(5 CXY of SOP - On CaW Enq vtee ,6n9-a t& Febru.a{y 18, 2015 at�ro�Covt�uat�vt� ServLcek WASTEWATER FACILITIES ■ Lincoln Avenue Sewer Replacement for the City of Cypress - QA/QC Manager for review of design plans and specifications for replacement of 2,810 feet of 8-inch to 21-inch sewer in Lincoln Avenue and Cypress Street, and 620 feet of 8-inch sewer lining in Cypress Street ■ Warner Avenue Gravity Sewer Project for the City of Huntington Beach — Project Manager responsible for the design of 3,000 LF of 15-inch gravity sewer, 550 LF of 12-inch forcemain and a new 1,200 GPM submersible sewer pump station, which resulted in elimination of three existing sewer pump stations Rocky Point Sewage Lift Station for the City of Palos Verdes Estates - Project Engineer responsible for the preparation of a preliminary design report; final plans, specifications, and estimates; and construction support services for upgrading an existing pump station. The work was designed in accordance with LACDPW and the City of Palos Verdes Estates design requirements; and included: new 10,000 gallon emergency storage wet well; new 40 hp, 320 gpm dry well pumps with submersible motors; odor control system; noise mitigation measures; and new electrical and control equipment. Pump Station Number 1 and Number 7 for the City of El Segundo— Project manager and lead engineer responsible for the development of a PDR, plans, specifications, and estimates, to eliminate the City's Lift Station No. 7 and upgrade the City's Pump Station No. 1. The work included modifications to the City's 18- inch gravity sewer system to divert flows to Pump Station No. 1; installation of two new 15 hp, 1,000 gpm, screw centrifugal dry well pumps; replacement of valves and piping; added a 40,000gallon emergency storage tank; new electrical system and controls; 800 If of 10-inch forcemain, SCADA integration; and a 1,100 gpm diesel driven emergency pump. ■ Pump Station No. 35 for the City of Seal Beach — Project Engineer responsible for preparing a preliminary design report and final construction documents, and complete construction inspection and management for upgrades to the facility that was constructed in 1970. The improvements were implemented in two phases to minimize bypass pumping during the construction. The project included replacing three (3) oversized 3000 gpm pumps, which experienced cavitation and frequent impeller wear, with 1,500 gpm capacity screw centrifugal pumps; replacement of piping, valves, and motors; replacement of the switchgear and control system including new VFD's; a bypass pumping connection; re -programming of the controls to operate the pumps in variable speed mode while providing adequate cleansing velocities; and rehabilitation of the wet well, which required the design of a bypass operation for six weeks. ■ 8tn Street Sewage Pump Station for the City of Seal Beach — Project Engineer responsible for the design of the replacement of an 80 year old wet well/dry well pump station. The project included: conversion of the existing dry well to a wet well; installation of two new 290 gpm, 7.5 hp sliderail submersible pumps; valve vault with dual forcemains; 300 L.F. of new 6-inch ductile iron forcemain 100 kW natural gas generator; new electrical and control equipment; and SCADA system integration. The existing wet well and dry well facilities have been replaced with new submersible pumping equipment. The pump station includes a new wet well for emergency storage of sewage, new electrical equipment, a clarifier, and an emergency generator. ■ Irvine Regional Park Sewage Collection System and Lift Station for the Orange County Harbors, Beaches and Parks — Project Manager responsible for preparing construction documents and providing construction support services for a new sanitary sewer collection system which eliminated the Park's existing tank system. The project included 10,000 LF of 8-inch sewer; 2,000 LF of 6-inch forcemain; and a 20 HP, 200 gpm submersible sewage lift station. AKM RroposatNo: 15-1013 RESUMES -4 CIVIL ENGINEERING C&y of hmiruuj%-n,B"wly SoQ - 0n cau,FnqivLee-6*iq-a*t& Febrt"E y 18, 2015 avuL�ro�CovvsuLruu�Sew%ces Mr. Ying has thirty years of extensive engineering experience on stormwater and wastewater projects including studies, design, and Ar AV W W= providing construction support services. In the stormwater Mr. Morgan Ying, P.E., projects, Mr. Ying works on Drainage Master Plans, hydrologic Q.S.D. studies, hydraulic analyses, and flood control facility design for Role: Drainage/Hydrology/Sewer several cities, and the County Flood Control Districts of Orange, Design Los Angeles, San Bernardino, and Riverside. In the sewer Professional Registration projects, Mr. Ying's works include feasibility studies and sewer Registered Civil Engineer (California design for numerous cities, and the Sanitation Districts of Orange C038983) County, Los Angeles County, Inland Empire Utilities Agency, and SWPPP Developer (QSD 22686) the Garden Grove Sanitary District. For the past 18 years, Mr. Education Ying's works are all related to the public works' projects and are listed below with brief job description attached. Master of Science in Civil WASTEWATER FACILITIES Engineering, California State University, Long Beach, California • Sewer Improvement on Walker Street at Ball Road for the Bachelor of Engineering in Hydraulic City of Cypress - Project Engineer responsible for a total length of Engineering, Tamkang University, 395 feet of 8-inch diameter sewer line construction project. This Taiwan Improvement is part of the Walker Street Storm Drain Project to Years of Experience: 32 divert sewer flow to another sewer system in order to eliminate an existing sewer siphon. Years withAKM: 19 ■ Heil Avenue and Harbor Boulevard Sewer Improvement for the City of Fountain Valley and the Garden Grove Sanitary District - Project Engineer responsible for final contract documents consisting of 3,200 feet of 10-inch to 15-inch diameter sewer, OCSD connection permit, OC Flood Control encroachment permit, and eliminating existing pump station and its 2,100 foot long forcemain. ■ Garden Grove Boulevard from Hoover Street to East of Beach Boulevard for the City of Stanton - Project Engineer responsible for coordination with responsible public agencies and utility companies, obtaining a Caltrans encroachment permit and SCAQMD permit, and preparing the final construction contract documents. The project consisted of approximately 2,225 feet of 15-inch to 12-inch sewer, including a 24- inch jack and bored steel pipe across Beach Boulevard and a 30-inch jack and bored steel casing under a 108-inch storm drain. ■ Various Sewer Improvements at 14 Locations, Area North of Orange Avenue for the City of Cypress - Project Engineer responsible for a total length of 2,545 feet of 8-inch and 12-inch diameter sewer line reconstruction project, which included spot repair, lining, and replacement. ■ Candleberry Avenue Sewer Improvement for the City of Seal Beach - Project Engineer responsible for the design plans of 450 feet of 15-inch and 205 feet of 8-inch diameter sewer line to accommodate the construction of drainage facility on Candleberry Avenue. ■ Cardinal Circle Sewer for the Garden Grove Sanitary District - Project Engineer responsible for obtaining Caltrans encroachment permit, alternative alignment studies, and providing the design plans of 1,420 feet of 10-inch to 8-inch diameter sewer including a 355 feet of 36-inch diameter jack and bored steel casing under Garden Grove Freeway. AKM ProposaVNo. 15-1013 2ESUMES -5 CIVIL FNC7INEE2IW City of Yu.ntuu -Beack SoQ - On.-CaibFnqivteer&v4a*i& Fe ",ary 18, 2015 and �ro�Cowsult'uu�Sewice� STORMWATER FACILITIES Aspen/Graham/Walker Storm Drain PW Project No. 86 for the City of Cypress - Project Engineer responsible for a hydrology study covering a drainage boundary of 110 acres, and hydraulic analyses for sizing a drainage system to convey the 25-year high confidence storm runoff. The project is proposed to replace the existing 60-inch pipe with a larger facility to meet the County of Orange flood protection criteria. The proposed storm drain system includes 857 feet of 6' (w) x 4' (h) RCB, 120 feet of 5' (w) x 4.5' (h) RCB, 246 feet of 5' (w) x 3.5' (h) RCB, 1,320 feet of 72-inch RCP, 294 feet of 48-inch RCP, 385 feet of 42-inch RCP, 209 feet of 36-inch RCP, 198 feet of 30-inch RCP, and 480 feet of 24-inch RCP. Because of shallow outlet facilities, two local sumps in the upstream drainage system, shallow ground cover was a very stringent restriction to the design. Therefore, various sizes of reinforced concrete boxes and pipes were incorporated into the design to best fit the street profiles and the existing utility crossings. Other restrictions of the project include high backwater level from Carbon Creek Channel (OCFCD Facility No. B01), providing protection at the two local sump areas, a 78-inch high pressure waterline crossing, and a local deficient sewer line crossing. Due to the above restrictions, series of hydraulic analyses were conducted to ascertain that the system could meet the design criteria. This project also includes the construction of 400 feet of 8-inch sewer line for diverting the existing sewer flow from Belle Avenue to Ball Road in order to eliminate a high maintenance sewer siphon on Belle Avenue. A Water Quality Management Plan (WQMP) is prepared for complying with the requirements of the local NPDES Stormwater Program. In order to meet the requirements, several of Best Management Practices (BMPs) were recommended, including a biotreatment system to minimize the stormwater pollution by using an environmental green system. ■ Haster Basin and Pump Station for the Orange County Public Works Department — Lead Drainage Engineer responsible for a 22-acre site basin storage analyses, 2,200 cfs inflow hydrologic studies and 460 cfs outflow hydraulic analysis, on -site drainage facility design, and the design plans of double 11.5' (w) x 6' (h) RCB of East Garden Grove-Wintersburg Channel (County Facility No. C05) with an adjacent 9'(w) x 6'(h) City of Anaheim future drainage improvements, and providing two (2) soccer fields for recreation park. ■ Myra Avenue Stormwater Pump Station No. 2 and Pump Station No. 3 for the City of Cypress — Project engineer responsible for the design of 3,350 feet of 14' (w) x 4.5' (h) pre -cast reinforced concrete box and its associated drainage system. This project also included the sewer system design. ■ Deficiency Study for the County of Orange Flood Control District — Project engineer responsible for the preparation and reviewing of county's regional channel inventory list (267 miles), determination of existing channel capacity, reviewing the county's hydrologic data, identifying the deficient reaches, formulating planning level projects to eliminate the deficiencies, and estimating project costs for improving the deficient reaches. ■ Electric Avenue Storm Drain for the City of Seal Beach — Project engineer responsible for design of 1,150 feet of the 66-inch relief drain and laterals to provide expected value 100-year protection to the easterly portion of Old Town draining to the Seal Beach Pump Station. ■ Candleberry Storm Drain for the City of Seal Beach — Project engineer responsible for design of 425 feet of single 10' (w) x 3' (h); 134 feet of single 7' (w) x 2'-3" (h) RCB relief drain and laterals to provide expected value 100-year protection to a portion of College Park East area which drains to Old Ranch Golf Course. The project also included relocation and improvements of sewer system. AKM Proposa.LNo. 15-1013 RESUMES -6 CIVIL ENGINEERING C6ty of SOQ - ow -Ca llEvtgd+ erina t& Fewua*y 18, 2015 an&Profemsiona.LCawyuatun9-Sewicek `2 ... � = ... AW . . . . Ms. Diann Pay, P.E. Project Role Sewer Modeling and Focused Studies Professional Registration Registered Civil Engineer (California - 2002 C60298) NASCCO PACP Certified (T-1003- 94 7) Education Bachelor of Science in Civil Engineering, University of California, Los Angeles Masters of Science in Environmental Water Resources, University of California, Berkeley Years of Experience: 18 Years with AKM: 18 - preparation of a prioritized capacity CIP. Ms. Pay is the Director of Planning for AKM Consulting Engineers. In this capacity she specializes in planning and design of wastewater, water, and recycled/non-domestic water systems. She is a certified pipeline (certified in 2003), manhole, and lateral assessor (certified in 2012) by the NASSCO Pipeline Assessment and Certification Program. She participated in the development of the Prioritization Support Tool for Gravity Sewer Repairs prepared for the Orange County Sanitation District Area WDR Partners, and is a member of the program Users Group. Ms. Pay's previous sewer master planning, condition assessment, and sewer system rehabilitation plan experience includes the following: ■ System Evaluation and Capacity Assurance Plan for the City of El Segundo —Project Engineer responsible for update of City's hydraulic model using InfoSewer software. The model update encompassed a review of as -built plans and adding the facilities constructed since the completion of the last master plan, the development of unit flow factors based on water use data, the assignment of sewer loads to manholes, the development of dry weather peaking formulas based on pump station SCADA data (influent flows), and confirming the normal flow paths at diversion structures. ■ City of Claremont Sewer Master Plan — Project Engineer responsible for developing a calibrated system hydraulic model based upon the City's existing Sewer GIS, flow monitoring data, and water use data. Also responsible for capacity analysis and ■ Sewer Condition Assessment for the City of Redondo Beach — Project Engineer responsible for developing alternative repair, replacement, and/or rehabilitation recommendations along with cost estimates for identified sewer reaches with severe structural defects. Segment repair/replacement action drawings were created for over 150 sewer reaches. The action drawings showed the locations of the defects found by CCTV inspections and the limits of recommendations such as spot repair, lining, or full replacement. ■ Waste Discharge Requirements Compliance for the Garden Grove Sanitary District — Project Engineer responsible for the preparation of the System Evaluation and Capacity Assurance Plan, Sewer System Rehabilitation Plan, and the Sewer System Management Plan. The Sewer System Rehabilitation Plan included review of reports and recordings covering 1,800,000 feet of gravity system pipe, and preparation of a detailed rehabilitation/replacement CIP, as well as operation and maintenance recommendations to be added to the existing program. ■ Old Model Colony and New Model Colony Sewer Master Plan Update for the City of Ontario - Project Engineer responsible for updating the previously developed model of New Model Colony and the calibrated system hydraulic model of the Old Model Colony with approved General Plan land use projects and creating one comprehensive Sewer Master Plan Update for both Old Model Colony and New Model Colony. AKM Proposa.LNo- 15-1013 RESUMES -7 CIVIL EN(�INEERINCi Cray of hu ir"ujto*v-8eaclv SOQ - 0w-Cau,Enq�ivt* a*t& Fdwaa,ry 18, 2015 an&PY-ofe�ion Conudi"uuyServicey Sewer Hydraulic Model User's Manual and Tutorials for the Garden Grove Sanitary District - Project Engineer responsible for developing a User's Manual for use by the District's staff. The manual detailed the development of the hydraulic model, the input information, and the structure of the various scenarios. In addition to the User's Manual, Model Tutorials were developed to assist District staff in making changes and/or adding elements to the hydraulic model and running new analyses to determine system capacity for situations such as proposed developments. Ms. Pay provided District staff with one-on-one training sessions on several occasions. ■ System Evaluation and Capacity Assurance Plan, Rehabilitation and Replacement Program, Wastewater System Operation and Maintenance Program for the City of Redondo Beach - Project Engineer responsible for flow monitoring, developing a calibrated system hydraulic model, 1/1 analysis; condition assessment of 110 miles of sewers; an operation and maintenance program that includes a root control program; capacity analysis, and the preparation of a prioritized CIP. ■ Sewer Master Plan for the City of Manhattan Beach - Lead Engineer responsible for completing an updated Sewer GIS, system map, calibrated hydraulic model, flow monitoring, development of criteria, procurement of CCTV work, condition assessment of 223,000 feet of gravity system pipe and 1075 manholes, capacity analysis, condition assessment, and preparation of a prioritized CIP. An additional 102,000 feet of gravity pipe and 416 manholes was inspected and evaluated under a separate contract. ■ Sewer Master Plan for the City of Newport Beach - Project Engineer responsible for the preparation of a study that included the development of a calibrated hydraulic model, system criteria, capacity analysis, CCTV and facility reviews, condition assessment, and preparation of a prioritized CIP. Condition assessment included review of CCTV inspection reports and recordings of 349,000 feet of pipe, preparing a prioritized CIP for system replacement and rehabilitation, and operation and maintenance recommendations. ■ Sewer System Rehabilitation Plan for the City of Alhambra — Project Engineer responsible for completing condition assessment of the City's sewer system. The rehabilitation plan included review of CCTV inspection reports and recordings for 665,798 feet of gravity system pipe. An evaluation of existing manhole inspections was also included. ■ Waste Discharge Requirements Compliance for the City of Brea - Project Engineer responsible for the preparation of the original master plan in 2002, Sewer System Management Plan in 2005, and the SSMP in 2009 in accordance with the statewide WDR, including the System Evaluation and Capacity Assurance Plan and Sewer System Rehabilitation Plan. The Sewer System Rehabilitation Plan included evaluation of 580,000 feet of pipe through CCTV inspection reports and recordings, preparation of a CIP for system rehabilitation and replacement. • Sewer System Management Plan for the Camarillo Sanitary District — Project Engineer responsible for the preparation of the entire SSMP, including Goal, Organization, Legal Authority, Operation and Maintenance Program, Design and Performance Provisions, Overflow Emergency Response Plan, FOG Control Program, System Evaluation and Capacity Assurance Plan, and Communication Program; as well as evaluation of four pump stations. ■ Sewer Master Plan for the City of Stanton — Project Engineer responsible for completing the Sewer GIS, preparation of the System Evaluation and Capacity Assurance Plan, Design and Performance Provisions, and Sewer System Rehabilitation Plan elements of the Sewer System Management Plan. AKM Proposa.LNo. 15-1013 RESUMES -8 CIVIL EWINEERINC, CXy of H"*Ituu�oiv13eacly SOQ - 0n.-CalLFvtg4Leeri+�a i& Fe&"zt y 18, 2015 an.cLiProyie,�C&nsvlruuug�ServLce3y =M ffMM7MMM L. �. AV . Mr. Ronald Wong, P.E., S.E. Project Role Structural Engineer Professional Registration Registered Civil Engineer C29847 Registered Structural Engineer S3896 Education Master of Science in Civil Engineering, California State University, Long Beach =' Bachelor of Science in Civil Engineering, California State University, Fullerton Years of Experience: 38 Years with AKM:13 Mr. Wong is a structural engineering specialist with extensive experience in water resources infrastructure projects. Responsibilities include design and analysis of various types of structures, buildings and pipelines for Sanitary and Water Districts, Counties, Cities, and the Military. Representative projects include: ■ Haster Retarding Basin and Stormwater Pump Station for Orange County Public Works — Structural Engineer responsible for the design of the reinforced concrete sump and superstructure pump station building housing three 845 HP,153.4 cfs natural gas engine driven pumps; 700 feet of triple reinforced concrete box culvert between Lampson Avenue and inlet to the retarding basin (2-11.5' x 6ft, and 1-9'x6'), and modifications to the existing downstream reinforced concrete rectangular channel to increase its capacity from 400 cfs to 460 cfs.. ■ SD 03 Stormwater Pump Station Upgrade for the City of Long Beach — Structural Engineer responsible for the design of improvements to the pump station sump to bring it into compliance with the Hydraulic Institute Standards, the motor room floor to support the three new 70 cfs, 350 HP VFD operated pumps the pile supported base for the 1 megawatt standby emergency generator, and roof improvements for this pump station located along the 710 Freeway at Anaheim Street and the Los Angeles River. ■ Myra Avenue Stormwater Pump Station No.2, In -line Detention Basin and Storm Drain Improvements for the City of Cypress —Structural Engineer responsible for the design of the 1,371 ft long, 14 ft x 4.5 ft in -line detention basin in Myra Avenue, modifications to the existing pump station sump structure to bring it into compliance with the Hydraulic Institute Standards, a new trash rack structure, a superstructure housing the two 125 HP VFD operated motors and the electrical and SCADA equipment for the pump station with two new 33 cfs pumps; and influent storm drains between Moody Street and Denny Street south of Carbon Creek Channel. Also responsible for providing engineering services during the construction and conducting special inspections for the structures. ■ Myra Avenue Stormwater Pump Station No.3, In -line Detention Basin and Storm Drain Improvements for the City of Cypress —Structural Engineer responsible for the design of the 2,000 ft long, 14 ft x 4.5 ft in - line detention basin in Myra Avenue, modifications to the existing sump structure to bring it into compliance with the Hydraulic Institute Standards, the superstructure housing the two 125 HP VFD operated motors and the electrical and SCADA equipment for the pump station with two new 30 cfs pumps; and influent storm drains between Denny Street and Bloomfield Avenue south of Carbon Creek Channel. ■ West End Stormwater Pump Station for the City of Seal Beach — Structural Engineer responsible for the design of revisions to the existing sump structure, and the superstructure housing two 100 cfs, 350 HP VFD operated pumps, and electrical and SCADA improvements for the pump station adjacent to the San Gabriel AKM P ropoaa.LNo: 15-1013 RESUMES -9 CIVIL EN(�INEERINC, CXy of Y"*i - to-vvBeadv Soq - 0n-Ca tlFnq%neerin�a*id/ February 18, 2015 ancL�r�ConsultivService� River. Also responsible for providing engineering services during construction, including conducting special inspections for the structures. ■ Walnut Stormwater Pump Station for the City of Fountain Valley — Structural Engineer responsible for reparation of a preliminary design study, as well as final plans, specifications and estimates for upgrading of a 360 cfs capacity storm water pump station. The project included refurbishment of four (4) 90 cfs pumps; installation of three (3) 250 HP natural gas/LPG engines and right-angle gear drives; a 500 gpm sump pump; new electrical switchgear and controls; new telemetry system; roof replacement; architectural enhancements to the building; and an urban run-off diversion system. ■ Sandalwood Stormwater Pump Station for the City of Fountain Valley — Structural Engineer responsible for design of structural upgrades (building and wet well) of an existing pump station with three 90 cfs pumps with rebuilt pumps, new natural gas engines, right-angle gear drives, LPG back-up fuel. ■ San Juan Creek Stormwater Pump Station for the Orange County Flood Control District — Structural Engineer responsible for the design of the wet well, superstructure housing a 30 cfs pump operated by a 100 HP natural gas engine, and influent storm drains providing flood protection to the South East Regional Reclamation Authority's J.B. Latham Water Reclamation Plant and an adjacent mobile home park along San Juan Creek in Dana Point. ■ Talbert Channel Pump Station for Low Flow Diversion for Orange County Public Works- Structural Engineer responsible for preparation of plans, specifications, estimates, and construction support services for the construction of an inflatable rubber dam in Talbert Channel, and a submersible pump station, which diverts dry weather urban runoff from the channel to a City of Huntington Beach sewer. ■ Oso Creek Flood Control Channel (L03) for Orange County Flood Control District —Design Engineer responsible structural design of 5000 feet of 28 ft to 32 ft wide vertical wall channel, drop structures, double box culverts, and transition sections along the 1-5 Freeway between Avery Parkway and San Juan Capistrano for Orange County Public Works. ■ Flomar Drain for the City of Whittier — Structural Engineer responsible for the design of the drainage system consisting of 1,575 feet of 6' (H) x 3.5' (H) RCB and 42-inch RCP to provide Capital Flood (50-year storm peak runoff) Protection to the 68-acre sump watershed. ■ Corsair Way Box Culvert Storm Drain for the City of Seal Beach — Structural Engineer for a new drainage system consisted of a single 5' (W) x 1.25' (H) RCB, a double 6' (W) x 3' (H) RCB with junction structures. ■ Candleberry Storm Drain for the City of Seal Beach - Design of 425 feet of double 5' (W) x 3' (H); 134 feet of single 7' (H) x 2'-Y (H) RCB relief drain and laterals to provide expected value 100-year protection to a portion of College Park East area which drains to Old Ranch Golf Course. The project included relocation of and improvements to 450 feet of 15-inch and 205 feet of 8-inch sewer pipe. ■ Hansen Inflatable Rubber Dam at Tujunga Wash for the Los Angeles County Department of Public Works ■ Structural Plan Check Services for Orange County Public Works and the Cities of Seal Beach and Anaheim AKM Prvp&wXNo- 15-1013 RESUMES -10 CIVIL ENGINEF2INC, city of soq - 0w-cat,Enqi+L+tg, a*ta, FOw".a.ry 18, 2015 aV&Profew,ona.l,covVAAiti,v1,q-sewicek SERVICE O. AKM Consulting Engineers has provided potable water engineering services as a core business since 1990 and has prepared designs for numerous watermain replacement projects for the City of Huntington Beach in the downtown area of the City. Our services include master planning, focused studies, design, and construction of wells, booster pump stations, water mains, reservoirs, and pressure reducing stations. Specific examples of AKM's experience follow. These projects are representative of the types of work that the team members have completed over the last 7 years, and are directly relevant for consideration within the context of the proposed "On Call" services contract. References are listed for each, which may be contacted to verify AKM's performance. Because of the page limitation, only 4 projects have been listed. Additional reference projects which highlight our experience may be furnished upon request. Well 9 — City of Fountain Valley (412009-412010) Contact: Mike Green, Utilities Project Manager (714) 593-4607 mike. ,green a-fountainvalley. o Construction Cost: $4,100, 000 A/E Fees: $480, 000 AKM Staff. Z. Kayiran (PIC), J. Loague (PE), G. Hobson (QA/QC), R. Wong (SE) AKM provided design and inspection service for the construction of a new 500 hp, 300 GPM well, and 3,000 L.F. of 16-inch CML+C steel discharge pipe. The well facility included a 100 PPD on -site chlorine generation system, fluoridation system, sand separator, VFD, SCADA system integration, and 1,600 S.F. building housing the improvements. The well is located in a park of a new development. The project included architectural design consistent with the residential homes in the area, and community park improvements. Well 9 Design Services for Various Waterline Replacements — South Montebello Irrigation District (8/2012- 11/2012) Contact: Alberto Corrales, General Manager (323) 721-4735 Construction Cost: $677, 000 A/E Fees: $49, 000 AKM Staff., Z. Kayiran (PIC), J. Loague (PM/PE), G. Hobson (QA/QC) AKM prepared plans for the replacement of existing 4-inch steel watermain in the midtown area of the City of Montebello. The new watermains totaled approximately 4,100 feet of 6-inch pipe and included, 131 service laterals, 22 new service meters, and accompanying valves and hydrants. The project was federally funded, which required the plans and specifications to include provisions, and conform to practices required by the EPA for Partially funded projects. AKM Propo-SaLNo- 15-1013 1 WA TER City of }t"* taint Bea.c;V SOQ - 0w-Ca Eng"AeeK+n a*t& February 18, 2015 a. v&Profe, - Co-wauLti nq,seNWe�k Watermain Replacement, Alley North of Ocean Avenue from Main Street to 14th Street— City of Seal Beach (412011-212012) Contact: David Spitz, Associate Engineer (562) 431-2527 dspitz@ci.seal-beach.ca.us Construction Cost: $1,127, 000 A/E Fees: $30, 000 AKM Staff: Z. Kayiran (PIC), J. Loague (PM/PE), J. Lee (PE) AKM prepared design plans, specifications and cost estimates for the replacement of 1,530 LF of 6 inch cast iron water pipe with 8-inch PVC pipe and 1,100 LF of 6-inch VCP sewer with 8-inch PVC sewer. The work included new water service laterals, utility relocations, temporary highline water service, and pavement rehabilitation. Lampson Avenue Well — City of Seal Beach (312008-1112010) Contact: Sean Crumby, Director of Public Works (562) 431-2527x1318 scrumby(@ci.seal-beach.ca.us Construction Cost: $4, 000, 000 A/E Fees: $300, 000 AKM Staff. Z. Kayiran (PIC), J. Loague (PM), G. Hobson (QA/QC), R. Wong (SE), J. Lee (PE) Lampson Well AKM Consulting Engineers recommended the Lampson Avenue Well as part of the City's Water Master Plan completed in 2003 in order to increase supply reliability to the portion of the system north of the 405 Freeway. The well has a 24-inch diameter stainless steel louvered casing and is 1,200 feet deep. The facilities include a 500 HP, 4-stage well pump rated at 3,500 gpm and 440 feet TDH, 16-inch discharge piping connecting to the distribution system, a sand separator, a 200 ppd on -site sodium hypochlorite generation system, 750 kW diesel generator, office, shower, and restroom. The well pump is operated by a variable frequency drive, which allows supplying the system based on providing a constant pressure at the well discharge. AKM also designed the well water transmission main consisting of 3500 LF of 16-inch and 12-inch Ductile Iron pipe in Lampson Avenue tying to the existing water system at Basswood Street, west of Heather Street, and at Candleberry Avenue. AKM utilized the calibrated hydraulic model in selecting the well pump and determining the connection point locations. The project was completed on time and within the initial budget, with minimal change orders. PROJECT TEAM: The engineering organization and the project team proposed by AKM are structured to respond to the technical and managerial requirements of the project by assigning very senior, highly qualified personnel to the work. They will function in a simple organization with clear lines of delegated authority and responsibility. AKM Propo Lt No: 15-1013 WATER CXy of h ntt tow13ea.c v SOQ - 0n. Cab Fn#6neerivLq'a*t& February 18, 2015 avicLProfassi&nc&Cons4,t [,n9,sevvic� Our project manager will be the principal point of contract with the City, and will have full technical and administrative responsibility for the work. The team assembled for the project includes all of the major disciplines required to expeditiously complete the assignment. The team has extensive experience in the planning, design, and construction of potable water projects. All identified personnel will be assigned to the project. All project team members have long tenure with AKM, and we do not reassign or substitute staff assigned to specific projects. The following provides brief descriptions of their roles and experience. Our project team organization is also illustrated to the right. Brief descriptions of the project members are listed below. Resumes for each are included at the end of this section. CITY OP NUNTINOTON !lAGN P4neip.4ln-Ch.rge Z.hl Kayiran. P E Proj.et Mm.g. ane PiP.nn. De.I,.sl9n Jahn Loague. P.E. Nyd—ll MM ) uM Proj.et E.ginu.r 84ue 0O.Mgn f oeu..d Studhn WNI .M Pipeline R i Ronald Wong, PF., 5 E Mann Par P E Deal".. .Hve J—d L—r P E Pr.je t M .g.r Oa H b P E. Zeki Kayiran, P.E. — Principal in Charge (PE C29330) Years Experience: 40 Years with AKM: 24 Mr. Zeki Kayiran P.E., serving as Principal -in -Charge for this project, is a firm principal with over 40 years of experience in the planning, design, and construction of major water facilities. In this capacity, Mr. Kayiran will provide project oversight and management direction. He will ensure that adequate and appropriate resources shall remain available to the project for the entire duration. Together with the Project Manager, he will participate in the overall schedule and project development process and will be available to contribute in all project -related matters. John Loague, P.E. — Project Manager/Well and Pipeline Design (PE C50292) Years Experience: 29 Years with AKM: 22 Mr. John Loague, P.E. is proposed to serve as Project Manager. He is a Principal with AKM Consulting Engineers and has over 29 years of increased responsible experience in the design and construction of water facilities. He will coordinate the activities of the professional staff, and attend the review and coordination meetings with the City along with the Project Engineer. He will ensure that adequate and appropriate resources shall remain available to the project for the entire duration. He will participate in the overall schedule, and project development process and will be available to contribute in all project -related matters. Mr. Loague will serve as the day-to-day contact with the City ensuring that projects run smoothly, on time, and within budget, and coordinate, manage, direct and review the work of support staff, and subconsultants. By virtue of his broad experience with pumping and pipeline projects, and intimate knowledge of the City of AKM f ropoaai No: 15 -1013 3 WA Mi city of hunt"i,v�Beady soQ - Ow cal Engrg v t*i*avid/ Fe "ary 18, 2015 a idlProji?.s na C&vv OVung Se,vLc4?,k Huntington Beach's water system in particular, Mr. Loague is well qualified to oversee and coordinate the anticipated work. Gary Hobson, P.E. — Project Engineer- Reservoir Design/Alternative Project Manager (PE C40779) Years Experience: 39 Years with AKM: 13 Mr. Gary Hobson, P.E. is proposed to serve as Project Engineer. He is a Principal Engineer of AKM with over 39 years of experience in water resources engineering. His professional experience includes client and project management, planning, design, and construction support services. He has participated on quality control and value engineering teams for multi -disciplinary engineering projects in the past. Mr. Hobson will be responsible for reservoir design, but will also serve as an alternate project manager for assigned work. Jared Lee, P.E. — Project Engineer - Well and Pipeline Design (PE C71422) Years Experience: 13 Years with AKM: 13 Mr. Jared Lee, P.E. is proposed to serve as Project Engineer. He is a Senior Engineer with AKM and has over 13 years of experience in water resources engineering. His experience includes a wide range of water resources projects, focused on well equipping and pipeline design. Diann Pay, P.E. — Hydraulic Modeling and Focused Studies (PE C60298) Years Experience: 18 Years with AKM: 18 Ms. Diann Pay, P.E., a certified pipeline assessor by the NASSCO Pipeline Assessment and Certification Program, will be the Planning Manager. Ms. Pay has served in this capacity during the preparation of 26 water and recycled water master plans. Her experience includes hydraulic analyses for the design of numerous pump stations and wells with the use of the system models she has developed, system water quality analyses, special studies, training agency staff in the use of the models, and maintaining models for many of AKM's clients. Ronald Wong, P.E., S.E. — Structural Design (PE C29847, S3896) Years Experience: 38 Years with AKM: 13 Mr. Wong, P.E., S.E. is a structural engineering specialist with 38 years experience in civil and structural engineering. Responsibilities include design and analysis of various types of structures and buildings for several sanitation and water districts, counties, cities, land developers and the Department of Defense. AKM Propasca No-. 15 -1013 4 WATf2 CXY of SOQ - On Ca Eng4 eeringa+t& Fe ,rua.ry 18, 2015 avu�Profes�ionaLcov ultuu�service� ff. A MA MI AW—. AW . Mr. Zeki Kayiran, P.E. Role: Principal in Charge Professional Registration Registered Civil Engineer, California, 1978 (C-293301 Education Master of Science in Civil Engineering - California State University, Long Beach, California Bachelor of Science in Civil Engineering - Robert College Years of Experience: 40 ==- Years with AKM: 24 Mr. Kayiran provides comprehensive technical and management expertise in the planning and design of a wide variety of engineering projects. His professional background includes a blend of consulting engineering and academic experience, including a part-time instruction in the field of fluid mechanics and hydraulic design at California State University, Long Beach. He has been teaching water system planning and water facility design as part of the senior design class at University of California, Irvine. Mr. Kayiran's experience includes the following: ■ Edinger Well for the City of Tustin — Principal in Charge responsible for preparation of plans and specs for a 450 HP, 2,000 GPM, well facility with gas chlorination system; scrubber; 600 kW generator; SCADA system integration; and 1,800 S.F. building. Work included architectural design consistent with the adjacent hotel. ■ Dace Well No. 2 for Golden State Water Company —Principal in Charge responsible for preparation of plans, specifications, and estimates for the construction of a new 350 hp, 2,000 gpm submersible well with an 18-pulse VFD, manual transfer switch for connection of a programmable generator, and pumping waste system. The work includes provisions for a 12.5% sodium hypochlorite bulk chemical feed and storage system, new 12-inch discharge piping, and PLC based control system with a touch read operator interface panel and radio communication link with Golden State Water Company SCADA Base Station. Well 12 for the City of Santa Fe Springs — Principal in Charge responsible for preparation of plans, specifications, and estimates for construction of a new 2,000 gpm, 300 hp VFD operated well facility. The work included a 2.0 gal/hour bulk sodium hypochlorite disinfection system with 500 gallon storage tank, well building, and site improvements. Piping included 1,175 LF of 24-inch RCP storm drain, 16-inch FBE Lined and Coated Steel water pipe, 12-inch PVC drain pipe, and 8-inch PVC SDR 26 sewer pipe. 17th Street Well 4 for the City of Tustin - Project Manager responsible for condition assessment and operational evaluation of the submersible, VFD operated 2,400 gpm capacity well; providing recommendations for conversion to operation with an above ground motor. R-3 Reservoir for the City of Corona — Principal in Charge; R-3 Reservoir is a 2.5-MG partially buried pre- stressed and post -tensioned DYK type potable water reservoir, which replaced an existing gunite lined reservoir with redwood frame and corrugated metal roof. The project included demolition of the existing reservoir, nitrate blending facility, and the inlet/outlet lines; site grading and construction of a 2.5 million gallon (135 ft diameter, 24-ft water height) tank; one 12-inch inlet line with an altitude valve from the Zone 2 system, and one 12-inch inlet from the new nitrate blending facility; a 16-inch diameter reservoir outlet line; and an 18-inch overflow line. AKM Propoia.LNo: 15-1013 RESUMES -1 WA7"£12 Ccty of SOQ - ow CaW Evyi4iee ,Ln�a idl February 18, 2015 a. l&Profe4siov CoTVtX "UJ ServLcerb ■ Reservoir 10A for the City of Orange — Project Manager responsible for preparation of plans, specifications, and estimates for a 2.0 mg steel reservoir, cathodic protection, site improvements, and construction support services. ■ Reservoir No. 4 Improvements for the City of San Clemente — Project Manager responsible for condition assessment, design of soil side impressed current cathodic protection, improvements to the roof support system, and painting of the 0.5 mg reservoir. ■ Rattlesnake Complex Flow Control Facility Upgrades for the Irvine Ranch Water District - Project Manager responsible for the preparation of construction drawings and specifications for a flow control facility with a sleeve valve. The project included modifications to an existing pressure reducing station, removal and replacement of existing pipe damaged by cavitation, and a 24-inch pipeline. ■ Groundwater Development Projects, Reach 4 and Reach 1 for the City of Newport Beach — Project Manager responsible for the preparation of plans, specifications, and estimates, and construction support services for the project consisting of 6,000 LF of 36-inch diameter CML&C steel pipeline, 5 pressure reducing stations, and 2 emergency intertie metering vaults. Work included Caltrans coordination and permitting for work near Pacific Coast Highway and in Newport Blvd. ■ Scripps Ranch Transmission Main for the San Diego Metropolitan Wastewater District — Project Manager responsible for installation of 15,000 LF of 24-inch diameter reclaimed water pipeline, including 2 pressure reducing stations. Project Manager responsible for preparation of plans, specifications, and estimates, and construction support services for 13,500 feet of 24-inch recycled water transmission main along the 1-15 Freeway, 9,800 feet of 8-inch and 6-inch distribution pipelines, and two pressure regulating stations in Scripps Ranch. The project required a longitudinal encroachment permit from Caltrans. ■ Eastern Wells and Pipeline for the City of San Juan Capistrano — Principal in Charge responsible for the planning, design, construction inspection and support of the project that included two raw water wells and 9400 feet of 16-inch and 20-inch well collection pipeline between the City's Eastern Wells and the Groundwater Recovery Plant, and jack and bore crossing of the 1-5 Freeway and the Metrolink Railroad. ■ Mines Avenue Water Transmission Main Replacement for the South Montebello Irrigation District — Project Manager responsible for preparation plans, specifications and estimates, and construction support services for 2,300 LF of 12-inch ductile iron pipeline on Mines Avenue between Greenwood Avenue and Maple Avenue in Montebello, including nine connections to the existing system. ■ 36-inch and 42-inch Watermain Rehabilitation and Corrosion Protection Project for the City of Huntington Beach - Project Manager responsible for preparation plans, specifications and estimates, and construction support services for 2,300 LF of 12-inch ductile iron pipeline on Mines Avenue between Greenwood Avenue and Maple Avenue in Montebello, including nine connections to the existing system. ■ 36-inch Dover Drive Transmission Main Replacement for the City of Newport Beach - Preparation of final plans, specifications and cost estimates for replacement of 1,500 lineal feet of 36-inch diameter watermain in Dover Drive and an easement along Castaways Park between Cliff Drive and Newport Bay. The project included reconnecting the new main to an existing pressure regulating station on Dover Drive to supply the Zone I system from Zone 11. AKM Proposa.LN0% 15-1013 'RESUMES -2 WATER CXy of }Ei,*ttui�Beack SoQ - 0w-Ca.&Enginti C+4a*t& Fobru.ary 18, 2015 a.nd,Professi,o-na.LCovyu.ltuij�kServlcek Mr. Loague has a broad background in the civil engineering field encompassing the planning, design and construction management RV7 of pipeline, pumping, storage, pressure reducing, and treatment facilities. Illustrative of Mr. Loague's experience includes: Mr. John Loague, P.E. Role: Project Manager/Well and Pipeline Design Professional Registration Registered Civil Engineer, California 1993, C-50292 Education Bachelor of Science in Chemical Engineering- California State University, Gong Beach, California Years of Experience: 29 Years with AKM: 22 ■ Edinger Well for the City of Tustin — Project Manager responsible for preparation of plans and specs for a 450 HP, 2,000 GPM, well facility with gas chlorination system; scrubber; 600 kW generator; SCADA system integration; and 1,800 S.F. building. Work included architectural design consistent with the adjacent hotel.. ■ Dace Well No. 2 for Golden State Water Company —Project Manager responsible for preparation of plans, specifications, and estimates for the construction of a new 350 hp, 2,000 gpm submersible well with an 18-pulse VFD, manual transfer switch for connection of a programmable generator, and pumping waste system. The work includes provisions for a 12.5% sodium hypochlorite bulk chemical feed and storage system, new 12-inch discharge piping, and PLC based control system with a touch read operator interface panel and radio communication link with Golden State Water Company SCADA Base Station. ■ Well 12 for the City of Santa Fe Springs — Project Manager responsible for preparation of plans, specifications, and estimates for construction of a new 2,000 gpm, 300 hp VFD operated well facility. The work included a 2.0 gal/hour bulk sodium hypochlorite disinfection system with 500 gallon storage tank, well building, and site improvements. Piping included 1,175 LF of 24-inch RCP storm drain, 16-inch FBE Lined and Coated Steel water pipe, 12-inch PVC drain pipe, and 8-inch PVC SDR 26 sewer pipe. ■ Equipping of Well 31 for the City of Garden Grove - Project Manager responsible for preparation of plans, specifications, and estimates; and providing construction inspection/management services for equipping of the well with a 500 HP, 3,500 gpm capacity variable frequency drive operated pump conveying water into the adjacent ground level reservoir for blending with the production of high nitrate Well 28, as well as pumping into the closed system. ■ Drilling, Equipping, and Construction Management of Well 9 for the City of Fountain Valley — Project Manager responsible for preparation of plans, specifications, and estimates; and providing construction inspection/management services for drilling and equipping of the well with a 500 HP, 3,500 gpm capacity variable frequency drive operated pump conveying water into the closed system. ■ Drilling and Equipping of Lampson Avenue Well for the City of Seal Beach — Project Manager responsible for the design of the equipping of the well with a 500 HP, 3,000 gpm capacity variable frequency drive operated pump providing supply into the closed system. ■ Groundwater Development Project, Reach 4 and Reach 1 for the City of Newport Beach — Project Engineer responsible for the preparation of plans, specifications, and estimates, and construction support services for the project consisting of 6,000 LF of 36-inch diameter CML&C steel pipeline, 5 pressure reducing stations, and 2 emergency intertie metering vaults. Work included Caltrans coordination and permitting for work near Pacific Coast Highway and in Newport Blvd. AKM Propoaai No: 15-1013 RESUMES -3 WATER City of SoQ - 0n Ca i,En#6 neoLnq-a*v& Fe nary 18, 2015 avid.Prafe�Cows+,W"uySe-v cek ■ Rattlesnake Complex Flow Control Facility Upgrades for the Irvine Ranch Water District - Preparation of construction drawings and specifications for a flow control facility with a sleeve valve. The project included modifications to an existing pressure reducing station, removal and replacement of existing pipe damaged by cavitation, and a 24-inch pipeline. ■ 12-inch Hellman Ranch Water Transmission Main Relocation for the City of Seal Beach — Project Manager responsible for the preparation of plans, specifications, and estimates for the construction of 2,700 LF of 12-inch ductile iron watermain, in the Los Alamitos Retarding Basin Access Road. ■ 16-inch Transmission Main for Well No. 9 for the City of Fountain Valley — Project Engineer providing services for a 16-inch cement mortar -lined and coated welded steel discharge pipe (2,800 LF), from the City's new Well No. 9 facility to a connection with the existing distribution system in WarnerAvenue. The work also included a crossing of the East Garden Grove Wintersburg Channel, permitting by the County of Orange, and Caltrans repaving of the three (3) southbound lanes of Bushard and pavement rehabilitation of Gardena Avenue. ■ Lampson Avenue 16-inch Watermain for the City of Seal Beach — Project Manager responsible for the preparation of plans, specifications, and estimates for the construction of 3,500 LF of 12-inch and 16-inch ductile iron watermain, connecting the City's Lampson Well to the College Park East Distribution System. ■ Orange Reservoir 10A for the City of Orange Water Department - Preparation of plans, specifications, estimates, and construction services for a 2.0 MG steel domestic water tank. Project includes reservoir facility sizing, separate inlet and outlet pipeline connections, which incorporate flexible connection fittings for seismic conditions, value vault design, cathodic protection system, site and reservoir drainage facilities, site grading, landscaping, irrigation, and electrical/control facilities. Construction support includes shop drawing review and construction inspection services. ■ Watermain Replacement Project Consisting of Various Locations and Along Beach Blvd— CC-1238 for the City of Huntington Beach — Project Manager for design plans, specifications and cost estimates for the City's master plan identified Capital Improvement Program. The project includes replacement of 5,000 LF of 4 and 6 inch cast iron water pipe with 8-inch and 12-inch PVC pipe in various locations along Beach Boulevard. The work included extensive coordination with Caltrans, and the development of detailed traffic control plans. ■ Downtown Watermain Replacement Project CC 1361 of Huntington Beach — Project Engineer responsible for preparation of plans, specifications, and estimates for the City's master plan identified capital improvement program. The project included the replacement of 3,800 LF of 8-inch and 12-inch watermain in streets and narrow alleys located in the downtown area of the City. The work included complete alley rehabilitation plans for each street. ■ Watermain Replacement Project in the Downtown Area — CC-1262 for the City of Huntington Beach — Project Manager responsible for the preparation of plans, specifications and estimates, and construction support for the City's 2005 Watermain Replacement Program. The project included replacement of 8,500 LF of 6 and 8 inch cast iron water pipe in various locations, throughout the Old Town area with 8-inch to 12-inch PVC pipe. Approximately 40 percent of the project was within 15 to 20-foot alleyways, which required an extensive utility research and potholing effort in the design phase. Many alleys were heavily congested with oil facilities. AKM t ropoia.LNo- 15 -1013 RESUMES -4 WA TT2 CXy of Ru.ntuuWw8ea.ck SOQ-On.-Ca /En,4neerLn�a t& February 18, 2015 avid Profe�wv�a.LConbultw�Servic�b Mr. Gary Hobson, P.E. Role: Project Engineer -Reservoir Design/Alternative Project Manager Professional Registration ----- Registered Civil Engineer, California 1986, C40779 Arizona, 2377,• Maryland Education B.S., Secondary Education, Indiana University Purdue University at Indianapolis Post Graduate Studies, Civil Engineering, Indiana University Purdue University at Indianapolis Mr. Hobson's professional experience covers client and project management, planning, design, and construction support services for a variety of public works projects in both local and federal government sectors. Specific areas of expertise include storm water, water, wastewater, and water reuse systems. Mr. Hobson also participated in quality control and value engineering teams for multi -disciplinary engineering projects. He serves as the Contract District Engineer for the City of Corona Water and Power. Mr. Hobson served as a key staff member on the following projects: ■ R-3 Reservoir for the City of Corona — Project Manager; R- 3 Reservoir is a 2.5-MG partially buried pre -stressed and post - tensioned DYK type potable water reservoir, which replaced an existing gunite lined reservoir with redwood frame and corrugated metal roof. The project included demolition of the existing reservoir, nitrate blending facility, and the inlet/outlet lines; site grading and construction of a 2.5 million gallon (135 ft diameter, 24-ft water height) tank; one 12-inch inlet line with an altitude valve from the Zone 2 system, and one 12-inch inlet from the new nitrate blending facility; a 16-inch diameter reservoir outlet line; and an 18-inch overflow line. Years of Experience: 39 Years with AKM: 13 Jameson Reservoir for the City of Corona - Project Manager responsible for planning and design of a 2.5 MG partially buried pre- stressed concrete potable water storage reservoir, and 16-inch inlet and 16-inch outlet lines, site grading, paving, buried vaults, altitude valve, metering, turn -out, and associated appurtenances. ■ Recycled Water Reservoirs for the City of Corona - Project Manager responsible for construction support and inspection services for the installation of three (3) DKY type tanks, 4 MG WWTP1 RW Reservoir, 2 MG Border RW Reservoir, and 1.02 MG Gilbert RW Reservoir. ■ Hogback Water Improvements for the City of Escondido Project Engineer responsible for construction support services for the installation of approximately 8,100 feet of 10-inch through 14-inch CML&C steel water mains, pump station building with three 100 HP pumps and stand-by generator set, and 1.2 MG above grade steel storage reservoir. ■ 4 MG Pre -stressed Concrete Water Storage Tank at the City's Water Treatment Plant for the City of Roseville - Project Engineer - The tank also serves as a chlorine contact tank to provide for CT prior to first service. Project also includes yard piping and vault structures. ■ 10 MG Pre -stressed Concrete Water Storage Tank and Dual -Purpose Pump Station for the City of Roseville — Quality Control Manager - Project included yard piping, vaults and hydraulic connection to an existing on -site tank. ■ Transbay Force Main Replacement for the City of Coronado - Project Manager responsible for the design of 3,600 LF of 24-inch force main installed by trenchless directional drilling method under the Mission Bay Channel from Coronado Island to the City of San Diego. AKM PropoiabNo- 15-1013 RESUMES -5 WATER ciy of Y "Inr"Vto*V B eaciv SOQ - 0n Ccai Evtg4 eerfnWa4A& Fe"u.a*y 18, 2015 a+t&Pro(e� Ca-n,. "A9-Se*i-_ek ■ Eastern Wells and Pipeline for the City of San Juan Capistrano — Project Manager responsible for the planning, design, construction inspection and support of the project that included two raw water wells and 9400 feet of 16-inch and 20-inch well collection pipeline between the City's Eastern Wells and the Groundwater Recovery Plant, and jack and bore crossing of the 1-5 Freeway and the Metrolink Railroad. ■ Water Importation Pipeline, Reach 3 for South Coast Water District — Project Manager responsible for design and construction support services of 30,300 feet of 27" CML&C steel water transmission main in Avenida Pico and Pacific Coast Highway in San Clemente; including a 450 foot jack and bore crossing of the 1-5 Freeway, and Caltrans permits. ■ Harbor South Bay Recycling Project, Lateral 66 for the US Army Corps of Engineers — Los Angeles District — Project Engineer responsible for the preparation of preliminary design services of the new recycled water pipelines for West Basin Municipal Water District's Harbor/South Bay Water Recycling Project. Project Lateral 6B, including an inline booster pump station at the Torrance Municipal Airport in accordance with FAA regulations. ■ Wire Mountain Transmission Mains for the City of Oceanside — Project Manager responsible for planning and design, and construction services of 24,760 feet of 24-inch and 30-inch CML&C steel water transmission mains including cathodic protection test stations, tie-ins, jack and bore casings, traffic control plans, permits. ■ Proposition 50 Wells (2) and Ion Exchange Facility for the City of Corona — Project Manager responsible for grant application, preliminary and final design of the project consisting of two 1200 gpm capacity wells, 11,000 feet of 12-inch diameter transmission pipeline and an ion exchange plant for treatment of nitrate and perchlorate. ■ Hollywood Well 2A for the City of San Juan Capistrano - Project Manager responsible for the condition assessment, planning, design and construction support services for redevelopment and equipping of a 75 HP, 500 gpm potable water well. ■ Eastern Wells and Pipeline for the City of San Juan Capistrano - Project Manager responsible for the planning, design, construction inspection and support of the project that included two brackish raw water wells (Well 5A and South Cooks Well) and 9400 feet of 16-inch AWWA C905 collection pipeline between the wells and the City's Groundwater Recovery Plant. ■ Mission Street Well for the City of San Juan Capistrano — Project Manager responsible for condition assessment of the existing well and planning, design and construction support services for redevelopment and equipping of the well with a 75 HP, 500 gpm capacity pump. ■ Drilling and Equipping of Well 31 for the City of Corona — Project Manager responsible for preparation of plans, specifications, and estimates; and providing construction inspection and management for the drilling, casing 500 ft x 24"), and equipping of the well with a 1500 gpm capacity pump. ■ Temescal Desalter Wells 22, 23, 24, 25, and 26 for the City of Corona — Project Manager responsible for field inspection for drilling, casing, developing, and production testing of 5 municipal water wells. Responsibilities included field inspections, verification of sanitary seals, collecting/logging of soil samples, sieve analysis, review of a -logs, and screen/gravel pack selection. ■ Well 17A Pumphouse: Design of CMU Pump House for the City of Corona - (16-8" wide x 23'-4" long x 14'-0" high) with steel beam and reinforced concrete roof system. AKM PropaSa.LNo. 15-1013 (RESUMES -6 WATT2 city ofSOP-Ow-CalLEn#6neer6v qa*t& Letw a*y 18, 2015 avid.Profs�Consu tuig Seryvicek Mr. Lee is a Senior Engineer with AKM Consulting Engineers. His G� previous experience encompasses a wide range of water AM-M ••• resources projects including preparation of plans, specifications and cost estimates for pipeline and pump station facilities. Mr. Jared Lee, P.E. Illustrative of Mr. Lee's experience includes: ■ Edinger Well for the City of Tustin - Staff Engineer Project Role responsible for preparation of plans and specs for a 450 HP, 2,000 Project Engineer - Well and Pipeline _, GPM, well facility with gas chlorination system; scrubber; 600 kW Design generator; SCADA system integration; and 1,800 S.F. building. Professional Registration Work included architectural design consistent with the adjacent Registered Civil Engineer (California hotel. - 2007); C-71422 ■ Well 12 for the City of Santa Fe Springs - Project Engineer responsible for preparation of plans, specifications, and estimates Education for construction of a new 2,000 gpm, 300 hp VFD operated well Bachelor of Science in Mechanical facility. The work included a 2.0 gal/hour bulk sodium hypochlorite Engineering - University of disinfection system with 500 gallon storage tank, well building, and California Los Angeles site improvements. Piping included 1,175 LF of 24-inch RCP Years of Experience: 13 storm drain, 16-inch FBE Lined and Coated Steel water pipe, 12- Years with AKM: 13 inch PVC drain pipe, and 8-inch PVC SDR 26 sewer pipe. ■ Dace Well No. 2 for Golden State Water Company - Project Engineer responsible for preparation of plans, specifications, and estimates for the construction of a new 350 hp, 2,000 gpm submersible well with an 18-pulse VFD, manual transfer switch for connection of a programmable generator, and pumping waste system. The work includes provisions for a 12.5% sodium hypochlorite bulk chemical feed and storage system, new 12-inch discharge piping, and PLC based control system with a touch read operator interface panel and radio communication link with Golden State Water Company SCADA Base Station. ■ Well 9 for the City of Fountain Valley - Project Engineer responsible for the preparation of plans, specifications, and estimates for the construction of a new 3,500 gpm; 500 hp VFD operated well facility. The work included a 100 lb/Day on -site chlorine generation system; fluoridation system, well building, and park improvements. ■ Lampson Avenue Well for the City of Seal Beach - Project Engineer responsible for the preparation of plans, specifications, and estimates for the construction of a new 3,500 gpm, 500 hp VFD operated well facility. The work included a 200 lb/Day on -site chlorine generated system with two 1,500 gallon storage tanks, 750 kW emergency generator, well building, and SCADA system. ■ Wells 8, 10 and 11 Chlorination System Upgrades for the City of Fountain Valley — Project Engineer; Preparation of plans, specifications and estimates for the replacement of the existing gas chlorination systems with new 75 lb/day on -site sodium hypochlorite generating systems in the City's existing well buildings. ■ 17t' Street Well 4 for the City of Tustin — Project Engineer responsible for condition assessment and operational evaluation of the submersible, VFD operated 2,400 gpm capacity well; providing recommendations for conversion to operation with an above ground motor. ■ Pasadena Avenue Well for the City of Tustin Water Service — Project Manager responsible for preparation of a preliminary design report; final design; and construction management for the AKM Proposa.LNo: 15-1013 RESUMES -7 WArFR Ccty of Y"NLr 4t&VI,-8"LC . Soq - 0w-Ca t1Evt inr e &n.�a*t& February 18, 2015 a A& Pro fe,� Cov mALtuuW Servi ,c- k 500 HP, 3000 gpm capacity variable frequency drive operated well facility with a standby natural gas engine generator. Alley North of Ocean Avenue, Waterline, and Sewer Replacement from Main Street to 14th Street for the City of Seal Beach — Project Engineer responsible for the preparation of plans, specifications, and estimates for water and sewer replacement in an existing alley. The work included 1,200 LF of 8-inch sewer replacement and 1,500 LF of 8-inch watermain replacement. Downtown Watermain Replacement Project CC 1361 of Huntington Beach — Project Engineer responsible for preparation of plans, specifications, and estimates for the City's master plan identified capital improvement program. The project included the replacement of 3,800 LF of 8-inch and 12-inch watermain in streets and narrow alleys located in the downtown area of the City. The work included complete alley rehabilitation plans for each street. Lampson Avenue 16-inch Watermain for the City of Seal Beach — Project Engineer responsible for the preparation of plans, specifications, and estimates for the construction of 3,500 LF of 12-inch and 16-inch ductile iron watermain, connecting the City's Lampson Well to the College Park East Distribution System. Midwick Main Line and Valve Replacement for the City of Alhambra — Project Engineer responsible for the preparation of plans, specifications, and estimates for the replacement of 3,300 LF of 8-inch ductile iron watermain including reconnection of service meters, and piping cross streets. 12-inch Hellman Ranch Water Transmission Main Relocation for the City of Seal Beach — Project Engineer responsible for the preparation of plans, specifications, and estimates for the construction of 2,700 LF of 12-inch ductile iron watermain, in the Los Alamitos Retarding Basin Access Road. 16-inch Transmission Main for Well No. 9 for the City of Fountain Valley — Lead Design Engineer providing services for a 16-inch cement mortar -lined and coated welded steel discharge pipe (2,800 LF), from the City's new Well No. 9 facility to a connection with the existing distribution system in Warner Avenue. The work also included a crossing of the East Garden Grove Wintersburg Channel, permitting by the County of Orange, and repaving of the three (3) southbound lanes of Bushard and pavement rehabilitation of Gardena Avenue. 36-inch and 16-inch Watermain Relocations Northpark Blvd; DC-1 Plant to University Parkway for San Bernardino Water Department — Project Engineer responsible for the preparation of plans, specifications, and estimates for the construction of 3,100 LF of 36-inch, 16-inch, and 12-inch ductile iron watermains. The work included construction of a 12-inch flow control facility, SCADA controls, and improvements to the Water Departments DC-1 Booster Pump Station Facility. Bayview Drive Waterline Replacement for the City of Huntington Beach — Design Engineer responsible for the preparation of plans, specifications, and estimates for the replacement of 1,400 LF of 8-inch watermain, including traffic control plans, in Bayview Drive, located on an island in Huntington Harbor. The work required coordination with the County's repaving schedule for the street, and a Caltrans permit for work in PCH. Green Acres Reclaimed Water Line Expansion Project for the City of Huntington Beach — Design Engineer responsible for preparing plans, specifications and estimates for the extension of an existing 12- inch recycled water main in Goldenwest Street adjacent to Murdy Park. The project consisted of 800 LF of 12-inch Class 200 PVC pipe; 170 LF of 20-inch PVC Class 235 pipe; and 100 LF of 16-inch PVC Class 235 pipe. The project featured a bridge crossing of the East Garden Grove Wintersburg Channel; conversion of the City's Well No, 8 to recycle water use; and sacrificial anode protection of all valves, fittings and flexible joints incorporated in the project. AKM tropo-,a.tNo- 15-1013 RESUMES -8 WATnI CXy of Hu iron ton.aea.ch. Soq - 0w-CalLEng4:4 "ig,avt& Pelwuary 18, 2015 avu&ProfeSsi�CovtwWu g,Serv6 e�k iAm.. . . �. M. . . . Ms. Diann Pay, P.E. Project Role Hydraulic Modeling and Focused Studies Professional Registration Registered Civil Engineer (California - 2002 C60298) NASCCO PACP Certified (T-1003- - 947) Education Bachelor of Science in Civil Engineering, University of California, Los Angeles Masters of Science in Environmental Water Resources, University of California, Berkeley ---- - Years of Experience: 18 Years with AKM: 18 Ms. Pay is the Director of Planning for AKM Consulting Engineers. In this capacity she specializes in planning and design of water, recycled/non-domestic water, and wastewater systems. Ms. Pay's previous experience encompasses a wide range of water resource projects: ■ Water Model Development and Calibration for Mesa Water District — Project Engineer responsible for updating the District's existing hydraulic model (InfoWater) with new well and pump station information; collecting SCADA and field data for use in calibrating the model; developing diurnal curves; and documenting the model enhancements along with the calibration method and results. Hydraulic analyses completed included average day, maximum day, maximum day plus fire flow runs as well as a pressure zone analysis and water quality analysis. ■ Water Master Plan for the City of Norwalk — Project Engineer responsible for developing a calibrated hydraulic system model; allocating the existing the existing system demands by connecting water sales data to parcels; conducting analyses; preparing a prioritized CIP; and preparing a Master Plan report. This project also involved field investigation and analysis of a surging problem experienced in the City's high pressure zone. Recommendations to remedy the surge issue immediately were made in the CIP. - Water Master Plan for the City of Monterey Park — Project Engineer responsible for updating the existing H2ONet model in InfoWater for the 13 zone system; updating demands from water production and sales records; updating criteria; development of diurnal use curves for the 5 primary open pressure zones; model calibration with SCADA and pressure data logger data; hydraulic analyses; condition assessment of facilities, development of cost estimates and capital improvement recommendations; preparation of the Master Plan report; and council presentations. ■ Water Master Plan Update for the City of Ontario — Project Engineer responsible for updating the existing 5 pressure zone model and GIS with current system and proper pump station and well information in InfoWater; updating the existing system demands by connecting water sales data adjusted for unaccounted for water to parcels; conducting analyses, preparation of the CIP to eliminate the existing deficiencies and providing for future demands; preparation of the Master Plan report; and preparation of model user manuals and staff training in the use of the models. ■ Water Master Plan and Update for the City of Seal Beach — Project Engineer responsible for development of hydraulic model from atlas maps and as -built plans; development of diurnal use curves for two distinct portions of a single zone closed system; model calibration using SCADA data, system pressures from data loggers, and hydrant flow tests; condition assessment of the system assets; hydraulic analyses of this closed system which uses imported water and variable speed pumping; development of improvement recommendations; and preparation of the Master Plan report. AKM Propoia.LNo.15-1013 RF_LUMFS -9 WA MI crxy ofY"* t'u�Beachv Soq - Ow-calb a*t& Febru.a.ry 18, 2015 aA&Profe,�+,ovu' Covuu. v1iWServ6cek ■ Water Distribution System Master Plan for the City of Port Hueneme — Project Engineer responsible for preparation of the model from water atlas maps; development of criteria; development of a diurnal use curve for the single closed zone and a calibrated hydraulic model in InfoWater with extensive field flow monitoring, pressure data loggers, and hydrant flow tests; analyses; development of cost estimates and the capital improvement program; and preparation of the Master Plan report. ■ Water Master Plan for the City of Manhattan Beach — Project Engineer responsible for overseeing the preparation of the water GIS, system model; development of diurnal use curves for 1 open and 1 closed zone; model calibration utilizing SCADA data, 15 pressure data loggers, and extensive hydrant flow tests; hydraulic analyses; development of cost estimates and the capital improvement program; preparation of the Master Plan report; and council and public presentations. ■ Water Master Plan for the City of Whittier - Project Engineer responsible for overseeing development of water GIS and model of the system with 5 open and 7 closed zones from AutoCAD water atlas maps and as built plans; development of diurnal use curves for five primary pressure zones; model calibration from SCADA data, 25 pressure data loggers, and hydrant flow tests; hydraulic analyses; preparation of cost estimates, capital improvement recommendations, and the Master Plan report. ■ Water Master Plan Update for the City of Arcadia — Project Engineer responsible for development of a calibrated model for the system with 7 open and 2 closed pressure zones; diurnal use curves from SCADA data for the major pressure zones; system analyses and focused studies; cost estimates and capital improvement program, preparation of Master Plan report and staff training in the use of the model. AKM has utilized the model in developing design data for the new pump stations and wells. ■ Water Master Plan Update for the City of San Clemente —Project Engineer for the update. Responsible for preparation of the updated system model with 32 pressure zones (13 open and 19 closed) from atlas maps and as -built information; development of diurnal use curves for seven (7) areas of the system; model calibration utilizing SCADA data and 26 pressure data loggers; hydraulic analyses; development of cost estimates and capital improvement program; and Master Plan report preparation. The model is used for formulating operational protocols, water quality studies, and developing design data for new pump station projects. The model was also used in the IDSE studies. ■ Water Master Plan for the City of Corona — Project Engineer for preparation of a hydraulic model of the entire system (6 open and 9 closed zones) utilizing the City's GIS (AKM updated the GIS for then current conditions); model calibration with the use of SCADA data, 26 pressure data loggers, fire flow test results, and water quality data (nitrates and chlorine residual); development of diurnal curves for the six (6) major pressure zones; system analyses; formulating the capital improvement program to address the existing and ultimate system deficiencies; water quality analyses and staff training in the use of the model. The project included development of a water quality model, and evaluation of chlorine residuals and nitrate concentrations throughout the system. The model was also used in the Initial Distribution System Evaluation (IDSE) for the Stage 2 Disinfection Byproducts Rule System Specific Study Plan. • Water Master Plan for the City of El Segundo - Project Engineer responsible for development of a complete calibrated hydraulic model of the 2 zone system (one open and one closed) from atlas maps and as -built plans; diurnal demand curve for the system; conducting condition assessment and hydraulic analyses; formulation of capital improvement program; preparation of the Master Plan report; and presentation to the City Council. AKM t roposai No: 15-1013 RESUMES -10 WATERI CXY of hv*ltivigt Bea.chv SOQ - Ow CaU1Fngi wxwr +�avu& Ee ua.ry 18, 2015 ai&prof�'Wiona.LCOIAMALtivu9-Service�k �. ... �. ... � . ... Mr. Ronald Wong, P.E., S.E. Project Role Structural Design Professional Registration Registered Civil Engineer C29847 Registered Structural Engineer S3896 Education Master of Science in Civil Engineering, California State University, Long Beach Bachelor of Science in Civil Engineering, California State University, Fullerton Years of Experience: 38 Years with AKM: 13 Mr. Wong is a structural engineering specialist with extensive experience in water resources infrastructure projects. Responsibilities include design and analysis of various types of structures, buildings and pipelines for Sanitary and Water Districts, Counties, Cities, and the Military. Representative projects include: ■ Well 12 for the City of Santa Fe Springs -Structural Engineer responsible for final plans, specifications and estimates for building design for a 250 HP, 2000 GPM variable frequency drive operated pump for conveying the production into a closed system. ■ Well 9 for the City of Fountain Valley — Structural Engineer responsible for building design for a 500 HP, 3,500 gpm capacity variable frequency drive operated pump conveying water into the closed system. ■ Well 6 for the City of Fountain Valley — Structural Engineer responsible for the design of a new on -site chlorine generation system building at an existing well site. ■ Well 31 for the City of Garden Grove - Structural Engineer responsible for design of a roll -away building for equipping of a 500 HP, 3,500 gpm capacity variable frequency drive operated pump conveying water into the adjacent ground level reservoir for blending with the production of high nitrate Well 28, as well as pumping into the closed system. ■ Pasadena Avenue Well for the City of Tustin — Structural Engineer responsible for preparation of building design for the 500 HP, 3000 gpm capacity variable frequency drive operated well facility with a standby natural gas engine generator. Edinger Well for the City of Tustin — Structural Engineer responsible for preparation of plans and specs for 1,800 S.F. building design for a 450 HP, 2,000 GPM, well facility with gas chlorination system; scrubber; 600 kW generator; SCADA system integration. Work included architectural design consistent with the adjacent hotel. R-3 Reservoir for the City of Corona — Structural Engineer; R-3 Reservoir is a 2.5-MG partially buried pre- stressed and post -tensioned DYK type potable water reservoir, which replaced an existing gunite lined reservoir with redwood frame and corrugated metal roof. The project included demolition of the existing reservoir, nitrate blending facility, and the inlet/outlet lines; site grading and construction of a 2.5 million gallon (135 ft diameter, 24-ft water height) tank; one 12-inch inlet line with an altitude valve from the Zone 2 system, and one 12-inch inlet from the new nitrate blending facility; a 16-inch diameter reservoir outlet line; and an 18-inch overflow line. Jameson Reservoir for the City of Corona — Structural Engineer responsible for planning and design of a 2.5 MG partially buried pre -stressed concrete potable water storage reservoir, and 16-inch inlet and 16-inch outlet lines, site grading, paving, buried vaults, altitude valve, metering, turn -out, and associated appurtenances. AKM Prap&sa.LNa: 15-1013 RESUMES -11 WATER CXy ofSOQ - ow ca EVWJ4we i(. avid. Fe,Uru.a.vy 18, 2015 avI&Pr&&4UIrvia COnk.ltu10-S0rV6Ce* ■ Drilling and Equipping of Lampson Avenue Well for the City of Seal Beach — Structural Engineer responsible for the design of the building housing a 500 HP, 3,000 gpm capacity variable frequency drive operated pump providing supply into the closed system. ■ Santa Margarita Water District Zone 2 Domestic Water Transmission Main and Zone C Recycled Water Transmission Main — 7,200 LF of 12-inch and 16-inch recycled watermain, and 3,500 LF of 24-inch domestic water transmission main. The project included 900 LF of deep pipe jacking under Trabuco Creek, and extensive habitat mitigation ■ Santa Margarita Water District Zone 2 and Zone 3 Domestic Water Transmission Main—12,500 LF of 24-inch and 16-inch domestic watermain in Oso Parkway. The work included coordination with Caltrans for the design of a future bridge over the 241 Freeway. ■ City of Huntington Beach Watermain Replacement Program—18,000 LF of 12-inch and 8-inch watermain replacements in various areas throughout the City of Huntington Beach. The work required extensive potholing, and identification of hazardous soils, in narrow alleys within the City. ■ City of Seal Beach Main Street and Dolphin Avenue Alley Replacement — Replacement of 1,600 LF of 8-inch watermain, 8-inch sewer and pavement in two (2) alleys in the City of Seal Beach. The work included extensive potholing, and identification of dewatering requirements. ■ Euclid Relief Trunk Sewer for the Orange County Sanitation District.- Engineer for the design of three miles of 86-inch to 54-inch diameter relief sewer. ■ Zone II Watermain in Antonio Parkway for the Santa Margarita Water District — Preparation of plans, specifications, contract documents and cost estimates for approximately 4,000 LF of 30-inch diameter steel transmission pipeline in Antonio Parkway. The project involved extension of the existing Zone II Pipeline from a wildlife corridor bridge to a main intersection at Crown Valley Parkway and Antonio Parkway. ■ Chiquita Land Outfall for Santa Margarita Water District — Prepared plans, specifications and estimates for 43,000 LF of 42-inch dip land outfall between the Chiquita Wastewater Treatment Plant and the existing Ocean Outfall in Dana Point. Major project challenges included the crossing of San Juan Creek, construction along the San Juan Creek Levee, and connection to the surge tower of the existing Ocean Outfall. ■ Rehabilitation of Reservoir No. 1 Booster Pump Station for the City of Fountain Valley —Structural for the replacement of the City's Reservoir 1 Booster Station, including improvements to enhance the aesthetic appeal of the facility, as well as functionality and security of the site. The project required the complete demolition of the existing open air pumping plant and control building, and construction of a new 2,000 square foot architecturally treated booster pump station building, paving, and ornamental fencing. The new booster station included four (4) 1,900 gpm, 125 HP, vertical turbine pumps, 24-inch suction and discharge piping, air conditioned electrical room with variable frequency drives, controls, SCADA system, and provisions for conversion to solar power in the future. Also included in the project were upgrades to the existing surge tank, a 500 kw diesel generator, reservoir cathodic protection system, and seismic retrofit of piping to the 5 mg steel reservoir. ■ Camino Real Booster Pump Station for the City of Arcadia — Structural Engineer for the replacement of an existing booster pumping facility at the City's Camino Real Reservoir/Booster Station Complex. The work included three (3), 125 hp 2350 gpm vertical turbine pumps,1,100 sf block building, 300 kW diesel generator, and 24-inch steel, suction, and discharge piping. A.C. paving of the site, decommissioning of the existing booster station, and destruction of an existing 700 foot deep well were also part of the work. AKM t roposa.LNo: 15-1013 RESUMES -12 WArt2 EXHIBIT "B" Payment Schedule (Hourly Payment) A. Hourly Rate CONSULTANT'S fees for such services shall be based upon the following hourly rate and cost schedule: B. Travel Charges for time during travel are not reimbursable. C. Billing 1. All billing shall be done monthly in fifteen (15) minute increments and matched to an appropriate breakdown of the time that was taken to perform that work and who performed it. 2. Each month's bill should include a total to date. That total should provide, at a glance, the total fees and costs incurred to date for the project. 3. A copy of memoranda, letters, reports, calculations and other documentation prepared by CONSULTANT may be required to be submitted to CITY to demonstrate progress toward completion of tasks. In the event CITY rejects or has comments on any such product, CITY shall identify specific requirements for satisfactory completion. 4. CONSULTANT shall submit to CITY an invoice for each monthly payment due. Such invoice shall: A) Reference this Agreement; B) Describe the services performed; C) Show the total amount of the payment due; D) Include a certification by a principal member of CONSULTANT's firm that the work has been performed in accordance with the provisions of this Agreement; and E) For all payments include an estimate of the percentage of work completed. Upon submission of any such invoice, if CITY is satisfied that CONSULTANT is making satisfactory progress toward completion of tasks in accordance with this Agreement, CITY shall approve the invoice, in which event payment shall be made within thirty (30) days of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld. If CITY does not approve an invoice, CITY shall notify CONSULTANT in writing of the reasons for non -approval and the schedule of performance set forth in Exhibit "A" may at the option of CITY be suspended until the parties agree that past performance by CONSULTANT is in, or has been brought into compliance, or until this Agreement has expired or is terminated as provided herein. 1 Exhibit B Any billings for extra work or additional services authorized in advance and in writing by CITY shall be invoiced separately to CITY. Such invoice shall contain all of the information required above, and in addition shall list the hours expended and hourly rate charged for such time. Such invoices shall be approved by CITY if the work performed is in accordance with the extra work or additional services requested, and if CITY is satisfied that the statement of hours worked and costs incurred is accurate. Such approval shall not be unreasonably withheld. Any dispute between the parties concerning payment of such an invoice shall be treated as separate and apart from the ongoing performance of the remainder of this Agreement. Exhibit B ��l AKM CONSULTING ENGINEERS HOURLY FEE SCHEDULE May 2015 Labor Classification Hourly Rate 1. Principal $210.00 2. Principal Engineer $200.00 3. Project Manager $200.00 4. Project Engineer $190.00 5. Resident Engineer $185.00 6. Senior Engineer $185.00 7. Associate Engineer $150.00 8. Financial Analyst $110.00 9. Construction Manager $140.00 10. Staff Engineer $125.00 11. Resident Engineer (Construction) $110.00 12. Assistant Engineer $90.00 13. Senior Designer/Senior CADD Technician $95.00 14. Designer/CADD Technician $90.00 15. Engineering Technician $85.00 16. Engineering Aide $55.00 17. Data or Word Processing $66.00 18.Office Support $55.00 Out of pocket expenses (blueprinting, reproduction and printing, delivery, etc.) will be invoiced at cost plus 10%. Subcontracted services will be marked up 10% in order to cover costs associated with administration, coordination and management of subcontractors. Mileage will be invoiced at $0.65/mile. This schedule of rates is valid for the three year period of the contract. 2015 List of Consultants Submitted RFQ Vendor Name Vendor Name Advantec Consulting Engineers, Inc KCG Consulting Group AECOM Technical Services, Inc. Kleinfelder AESCO, Inc. KOA Corporation AKM Consulting Engineers Koury Engineering & Testing, Inc. Albert Grover & Associates OFF Consulting Engineers Alta Planning + Design Langan Engineering and Environmental Inc. American Geotechnical, Inc. LEE & RO, Inc. Anchor QEA Leighton Consulting, Inc. AndersonPenna Partners, Inc. MARRS Services, Inc. APA Engineering, Inc. McLean & Schultz Axiom Corporation Mirjahangir Engineering/Amiran Construction Co BKF Engineers Moffatt & Nichol Case Land Surveying, Inc. MTGL, Inc. CivilSource, Inc. Myers Houghton & Partners, Inc. Civil Works Engineering Ninyo & Moore Converse Consultants Noble Consultants, Inc COWI Marine North America Onward Engineering CWE Pacific Advanced Civil Engineering, Inc. D. Woolley & Associates PENCO Engineering, Inc. DKS Associates Professional Service Industries DMc Engineering Psomas ERSC Inc. Quantum Quality Consulting, Inc. FPL & Associates, Inc. RBF Consulting Fugro Consultants, Inc. Richard Brady & Associates Geocon West, Inc. SA Associates Geo-Environmental, Inc. Sequoia Consultants Geologic Associates, Inc. Stetson Engineers Inc. GEOSCIENCE Support Services, Inc. Tait & Associations, Inc. Geosyntec Consultants Terracon Consultants, Inc GHD Tetra Tech GMU Geotechnical, Inc. Towill, Inc. Group Delta Consultants, Inc. Transpo Group Guida Surveying Inc. TTG Engineers Gwynne Pugh Urban Studio Twining, Inc. Harris & Associates, Inc. VA Consulting, Inc. IDS Group, Inc. W.G. Zimmerman Engineering, Inc. Interwest Consulting Group West Yost Associates Iteris lWestberg + White Joseph C. Truxaw and Associates, Inc. lWilldan Engineering Client#: 974 AKMCONSUL ACORD,,, CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/02/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: CT Nancy Ferrick Dealey, Renton & Associates HONa Et): 510 465-3090 ac No): 510 452-2193 P. O. Box 12675 E-MAIL Insdra.com nferrick Oakland, CA 94604-2675 ADDRESS: nferrick@insdra.com dR53A0A INSURER(S) AFFORDING COVERAGE NAIC # INSURED AKM Consulting Engineers, Inc. 553 Wald Street Irvine, CA 92618-4627 CIJVERAGES CCRTIGIr ATC IJIIRACCC. INSURER A: Sentinel Insurance Co. LTD 11000 INSURER B : American Automobile Ins. Co. 21849 INSURER C , Travelers Casualty & Surety Co. 31194 INSURER E THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMEDABOVE FORTHE POLICYPERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS, CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ,T ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD MMNDIYYYY LIMITS A GENERAL LIABILITY X X 57SBWLU8719 9/20/2014 09120/2015 EACH OCCURRENCE $2,000 000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ® OCCUR I DAMAGE TO RENTED PREMISES Ee occurrence $1 OOO OOO MED IXP (Any one person) $1 O,000 PERSONAL & ADV INJURY $2,000,000 GENERAL AGGREGATE $4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO-- LQC CT PRODUCTS - COMP/OP AGG $4,000,000 $ A AUTOMOBILE LIABILITY X X 57SBWLU8719 9/20/2014 09/20/201 COMBINED SINGLE LIMIT Ea accident 2,000,000 BODILY INJURY (Per person) $ X ANV.AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS BODILY INJURY {Per accident) ) $ PROPERTY DAMAGE Per accident $ A X UMBRELLA LIAB X OCCUR X X 57SBWLU8719 9/20/2014 09/20/201 _ EACH OCCURRENCE $1 OOO 000 F,CLAIMS-MADE EXCESS LIAR — AGGREGATE $1 000 000 DID RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? ® (Mandatory in NH) If yes, describe under N / A X WZP81021314 9/20/2014 09I20/201 X WC STATU-OTH- E.L. EACH ACCIDENT $1 000 000 E.L. DISEASE- EA EMPLOYEE $1 000,000 E.L. DISEASE -POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below C Professional 105344511 9/20/2014 09/20/201 $2,000,000 per Claim Liability I i $2,000,000 Anni Aggr. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) General Liability Policy excludes claims arising out of the performance of professional servicesAPPROVE® AS TO sF Ref: As needed Water Engineering Services. BUSINESS LIABILITY, NON -OWNED and HIRED AUTOMOBILE LIABILITY ADDITIONAL By:✓-��r (See Attached Descriptions) Michael Gates, City Ate;. c: City of Huntington Beach Attn: Risk Management 2000 Main Street Huntington Beach, CA 92648 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE ©1 �1 TION. All rinhts rasarvad ACORD 25 (2010105) 1 of 2 The ACORD name and logo are registered marks of ACORD #S 1183482/M 1104314 NRJ - -- : -®ESCRIPTIONS.'(Continued.f>rom..Page:1} INSURED: The Certificate Holder" and any other person named in the written contract between the Named Insured and the Certificate Holder. The coverage afforded is pursuant to Section C., Who Is An insured, Sub Section 6., Additional Insureds When Required By Written Contract, Written Agreement Or Permit, Subsection f. Any Other Party of the Business Liability Coverage Form, Form No. SS 00 08. *ADDITIONAL INSUREDS PER POLICY FORM WORDING: The City of Huntington Beach, its officers, agents and employees. Primary insurance and severabiiity of interests apply per policy form. Professional Liability Deductible = zero. SAGITTA 25.3 (2010/05) 2 Of 2 #S1103781/M1103654 Insured: AKM Consulting Engineers, Inc. Insurer: Sentinel Insurance Co. LTD Policy Number: 57SSWL1-18719 Policy Effective Date: 09/20/2014 Additional Insured: The City of Huntington Beach, its officers, agents and employees. EXCERPTS FROM: HartfordForm SS 00 08 04 05 BUSINESS LIABILITY COVERAGE FORM C. WHO IS AN INSURED 6. Additional Insureds When Required By Written Contract, Written Agreement Or Permit The person(s) or organization(s) identified in Paragraphs a. through f. below are additional insureds when you have agreed, in a written contract, written agreement or because of a permit issued by a state or political subdivision, that such person or organization be added as an additional insured on your policy, provided the injury or damage occurs subsequent to the execution of the contract or agreement, or the issuance of the permit. A person or organization is an additional insured under this provision only for that period of time required by the contract, agreement or permit. f. Any Other Party (1) Any other person or organization who is not an insured under Paragraphs a. through e. above, but only with respect to liability for "bodily injury, "property damage' or "personal and advertising injury" caused, in whose or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In the performance of your ongoing operations; (b) In connection with your promises owned by or rented to you; or (c) In connection with "your work" and included within the "products- completed operations hazard, but only if (i) The written contract or written agreement requires you to provide such coverage to such additional insured; and (ii) This Coverage Part provides coverage for "bodily injury' or "property damage" included within the "products -completed operations hazard. (2) With respect to the insurance afforded to these additional insureds, this insurance does not apply to: "Bodily injury, "property damage" or "personal and advertising injury' arising out of the rendering of, or, the failure to render, any professional architectural, engineering or surveying services, including: inspection, or engineering E.S. Separation of Insureds Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this policy to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. Separately to each insured against whom a claim is made or "suit" is brought. E.7.b.(7).(b) Primary And Non -Contributory To Other Insurance When Required By Contract If you have agreed in a written contract, written agreement or permit that this insurance is primary and non- contributory with the additional insured's own insurance, this insurance is primary and we will not seek contribution from that other insurance. E.8.b. Waiver Of Rights Of Recovery (Waiver Of Subrogation) If the insured has waived any rights of recovery against any person or organization for all or part of any payment, including Supplementary Payments, we have made under this Coverage Part, we also waive that right, provided the insured waived their rights of recovery against such person or organization in a contract, agreement or permit that was executed prior to the injury or damage. EXCERPT FROM Hartford Form SS 04 38 06 01 HIRED AUTO AND NON -OWNED AUTO B. With respect to the operation of a "non -owned auto", WHO IS AN INSURED is replaced by the following: The following are "insureds": d. Anyone liable for the conduct of an "insured", but only to the extent of that liability. City Of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachea.gov Office of the City Clerk .loam L. Flynn, City Clerk June 2, 2015 AKM Consulting Engineers, Inc. ATTN: Mehmet Kayiran 553 Wald Irvine, CA 92618 Dear Mr. Kayiran: Enclosed for your records is a copy of the fully executed "Professional Services Contract Between The City of Huntington Beach and AKM Consulting Engineers, Inc. for On Call Civil Engineering Services." Sincerely, JF:pe Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand